820230_Permit Renewal Application 2019_20190410

State of North Carolina
. 'ems `r . <<. 1 "
Department of Environmental Quality
Division of Water Resources APR 0. FT 1019
a�,
Animal Waste Management Systems WBW%V ,j
Request for Certification of Coverage Re9kwal0pemUons,
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee
1. Farm Number: 82-0230 Certificate Of Coverage Number:
2. Facility Name: M & A Farms
3. Landowner's Name (same as on the Waste Management Plan): Anthonv A Bass
4. Landowner's Mailing Address: 255 C)uiet Water Ln
City: Clinton State: NC
Telephone Number: 910-385-7817 Ext. E-mail:
5. Facility's Physical Address: 2660 Tavlofs Bridge Hwy
City: Clinton State: NC
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): T\ ler Reid Bass
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Prestage Farms Inc
Phone No.: 910-385-7816
Allowable Count
4,180
AWS820230
Zip: 28328
Zip: 28328
OIC #: 1002235
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated
Structure Date
Liner Type Estimated
(Clay, Synthetic,
Design Freeboard
Name Built
Unknown) Capacity Surface Area
"Redline"
l
(Cubic Feet) (Square Feet)
(Inches)
24.00
2 �(
20.40
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. TheThe mkt Waste Utilization Plan XP) si •ned br the owner and a certified technical s ecialist.
a. The method by which waste is appli ed to the disposal fields (e.g. irrigation, containing:
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
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility, and
8. Operation and Maintenance Plan
If your CAWMp includes any components not shown on this list, please include the additional components with our s
(e.g. composting, digesters, waste transfers, etc.)
Y ubmittal.
As a second option to mailing paper copies of the application package,
application and all the CAWMP items above to: 2019PermitRenewal@nc enr.gov you can scan and email one signed co
py of the
APR 0, 5 Zrq
Fte0%e

I attest that this application has been reviewed by me and is accurate and complete to the best of m
if all required parts of this application are not completed and that if all required supportinginfo
included, this application package will be returned to me as incomplete. y knowledge. I understand that
rmation and attachments are no
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, an
representation, or certification in any application may be subject to civil ypenalties upPersono tonowingly $25,000 per{ violation. any (18a L•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
a similar offense.)
for
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: 3 /
Name:
Signature:
Title:
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: 2019Perm itRenewal@ncden r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. RECAN
Seeretcuy
LINDA CULPEPPER
Director
Anthony A Bass
M & A Farms
255 Quiet Water Lane
Clinton NC 28328
Dear Mr. Anthony A. Bass,
R
U -
NORTH CAROLINA
Environmental Quality
June 05, 2019
Subject: Additional Information Request
Application No. AWS820230
-&-AFart&- - .---
Sampson County
The Animal Feeding Operation Program of the Division of Water Resources (Division) has completed a
preliminary review of your renewal permit application package. Additional information is required
before we may continue our review. Please address and submit the following item(s) within 30 (thirty)
days of receipt of this letter:
i
Q/ Lagoon/storage pond capacity documentation (design, calculations, etc.) for Lagoon #1. Also
provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, dated and sent to my attention at the address below. The
Information can also be submitted electronically at i�aiiiesh.ravellardincdeiir.. ov
Please feel free to contact me at 919-707-3702. if you have any questions regarding this letter,
Sincerely,
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
AFOGS Section Files — AWS820230
North Carolina Department of Environsr ntal Quality Division of Wz;k
Q2� 512 North Salisbury Street i W36 Mail Sc r vices Center E Raleigh,.Nortit��jgi r636
D./" i

I I � ;2 _,2 30 Sxq Z(f D t4a-K
76
JUL 012019
Regional Operations section

USDA -SOIL CONSERVATION SERVICE UNITED STATES
:?r: 2--D EAST ROWAN STREET DEPARTMENT OF
` PHONE (919) 592_T96:" :
AGRICULTURE
--------------------------------------------------------------
OPERATOR
Please review the attached plan and specifications carefully.
Retain this plan for your use and records..t is strongly
g l y
recommended ntendthat You Your contractor and the Soil Conservation
Service Personnel arc in agreement as to how the waste lagoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explainall flag,
and markings. It is important that everyone understands what is
empec ted so that final construction meets plans and
specifications and the is=b can be certified for payment (i f ACP
i 0st--share A involved).
The pad dimensions and grades are the best estimate. The
t
bu it der or contractor is responsible for layout
design of the pads. SC:S Personnel will assist in a. l imi tied
capacity, as its major concern is the proper - d •..• � i g n and
construction ut the waste treatment 1 ccSi,>_ n.
The actual amount a
sv air' material r-a=jz;,ir-ei1 for pads and ua.€fr may
vary from the estimates. The design wi i l attempt to balance
cuts and fills as close as possible. If additional material is
required �'-construction
a7" Ger- is complete on the lagoon, i.:•1e
contractor and owner will ne5ot i ate on the price e � -� i e and location
of the borrow area.
It should be noted that certification of the lagoon Wi !
Will 1 E.eperrt"1
upon all specifications being €:3ev. Important items include
l enS•l. h, i:: i dth i depth, slopes, topsoil placement, cor-rec t
elevations ?top, bottom, discharge pipes), and seeding.
Design Requirement: 51840 cu.ft = 1?200 cu.yds.
Estimate of Excavation: 2e2146 cu.ft = 10450 cu.yds.
-----------
Estimate of Borrowed Area: 35Z50 cu.ft
Estimate of Excavation ------ ---
Less Borrowed Area: ._489cu.ft
Estimate of Dike: 6Z451 cu.ft
Estimate of Topsoil Required:
Ratio= 4.0 . 1
Job Class
Designed By
'- 1306 cu.yds.
9144 cu.yds.
- 2_ti13 cu.yds.
120 r..u.;=its.
Design Approval
.late

eeatwrW 1 A FAKMO COU"Lyg
SAMP10%! late; 10/=?/91
OtInCl tO n0al-O&t 100,jU�WL
Tabbyr than OW"OW; 1900.0 feet
RTEADY MAIL LYVS WTAW
nows cy4rrow Lo fiklvh)
A 1117 wL 1W,
Sawo Tfarc"W &* famer)
A SZO Us
Korm; oily
130 its. 10,
bows Ur Cow 06 Wv no."
head owe," on feeler;
;uML.
MINIM= 0:00;±VA;
Mumbe(Plyn.
SSW-
:01400 cub'c
foot
GTORAW USAW. MW 111416 MCUMIOAQW-i
vuiumw 2.0 ca,,c
fevt ; "Sonar roquests oo WudSvi storage.
5106ge WHI he knmoved an novd9d."
TOTAL WSIAN WOU.4-FIE-
)nsidv top im"boh QMG
Met inhidiv t6p Wi0th 180.0 feet
Top Or dike at v:eVatim.
spul'..
FresbaArd 1-0 FQYQ
I Sr U b:OPLS laaeow
Total UaWO Wayea liquid
lown! wL �Wvatian VeAt
hott", OF Wya0vi movotia"
47.0 feet.
Wasonal K1,A aatur vabW
&evation 0.0 Poet
ume away
prismoma: fmrmu;,-.L
HSInIDEn' LENGTH
115.0
=57.5 (AREA by TOP)
AWA OF 30TTum
MOW
10050.0 (AREA OF BuTFON,
AREA OF M1h3EQTj0j%.j
M6,v
uy
M F q
AREA DkDTTLjjj
16=57 .
MUMS W
UESIEN LIQUjj LLVEL 320482 cu. FK

t
1EMPORAW AWRAM HEMRS),
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as"Un 11 OF wkw',
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of r,ash wutur ucwA T.P a I U-h system. Fiush :ystems that recicculawe
�hv :aq,ca wit* arc M"00"tod hoc M &A
Volume 6al 0"./day t5v days Starase/7.40 Sallow
per W
U.0 COLIC Vent:
Volume F ra;nfaK '" "X%lys OF
USO PeclOd wq Lima when raint"K exceods ovapar-liGp by larSent aLei ounn,,
dayn Exc,so lbinfa.; V.c lochwL'
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Wu f WFARTFIEPIF OF
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-j.nowen" us u now :no was
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r contraso- -v"Puw�'Wo for F i " 1 a/ 0
hh" P..-. p,rsn""al w,K anwis6 r a.& Kair tvc;
to Saint La. nervi 114 propar An aw,
M. �.Sla Krunna"T i4gcoq.-
a-nuWL no a! F&q, - ed f at pods Pr d dam way
�111 from an S : tie WI ; i attampo to bal aw L
lCya row UK.- is LUMPUts On Oka AJDA",
0 a" 1 e A, — ONO -W"vy k the PI Ke M"d W
"f Uc �wcnw xlen
16 -a nmcL WaO
"PLO Ali b2i-j not. imporL,OL itoms iwo:ude
i a " j K � , " i Np Lh AMP"s, , topsoil p:LLUMenLP L Orr aCI-.
el''Wal "P, .-Ltum, MInlarie pipe. , sunding.
Drs,g" P*q;- anvkt-4
MU=Lu ov Ew 14ab:G.i
Lot onto B-v r-�*d At a. =230 -20, cu.yd.�
Es L im-to Gr 4 . Ln4-1 ion
Lea% MCI owad Are.,, 9144 cu.ydn.
EntlWaly ss Dill, Vol? Lu.ydnn
Latibook on yvpboii
Nab i
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SOIL CONSERVATION SERVICE
CONSERVATION PLAN MAP
M & A Farms
Owner Operator
County SEE - son State NC Date --I 1,4h.Z 9 1
Approximate acres Approximate scale `or- to Sca I�
Cooperating with Saiapson Soil & Water Conservation District
Plan identification Photo number
Assisted by Glenn Clifton & Hank Gay
USDA Soil Conservation Service
i
C
-4,
k
Z.
L
101
11A t, 36
13
7r
m%
V
M
-1 Spray
Field
f-J* U

w
Re. 5-G-538 vU. S. DEPARTMENT OF AGRICULTURE
70 WIL COMERVAT1ON SERVibE
SOIL INVESTIGATION TO DETERMINE SUITABILRY OF PROPOSED POND SITE
FARMER'S NAME F /rt s DISTRICT SA C3 s n ej
DATE /o o f Y ! _ _ COUNTY
S. C. S. PHOTO SHEET NO. WORK UNIT C /.,ri4,ctJ
WATEiISI D AREA ULMUREMEM
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
YSKETCH OF PROPOSEWPOND SHOWING WHERE BORINGS WERE MADE (Approa. nee.Yr- feet)
LooQle mden-re paint w Meer Line of dam and identity an sketch.
0
SHOW1 BORING NUMBER AND PROFILE
DCPrHI Mahe and list dam -site and .spilhaey bartnps first - f4m ponded area and borrow pit borings - sepam ft with vertical red tyre.
(untis.0 d on back where necessary) Show wafer table elevations on dam -site borings.
3CAr �f [ 1 _ 1�
o-iIsm
1-2 SM
��11
Nil
im
MIN
11-112iCL,
`iORINGS MADE BY
l3-l'F GL
SIGNATURE A TITLE

u. :�. uepurwtun t oT Agr of u i wi c
Solt Conservation service
September 1980
File -Code: 210
HAZARD CLASSIFICATIOH DATA SHEET FOR DAMS
Landowner /t'1 € A Fla M-S"
Community or Group No. T B ,Z
Estimated�Depth of Water to Top of Dam
County SAM P s01
Conservation Plan No-.
Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation, �__� �_� _•
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
stE E ev: . =s evat�on
:~ Kind of :Improvements::- of Breach
Reach: Length: Width: Slope: Land UseImprovements ,-Above -..:�ioodwater Above
flood Plain: Flood'Plain
Ft. Ft. Ft. Ft.
6. • .. .:. : - -1 - - :. ?:: - e' e'2`:1 a', tl.. ie :.«�i.'..}iri T.• '
a
•
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A. sl D N FATTiTRF aF STRIMIRIS M1J, NOT ENDANGER
LIFE OR DAMAGE PUBLIC TRANSPORTATION® a
Hazard Classification of Dam (a, b, c) (see HEM -Part 520.21)_, 0--
A Dam Classification (I, II, III, IV,
Date
name} (title)
Cjj _t- �. _ i�� . Date tr 7'ql
Concurred By �� ,�_
name title
NOTE: 1. Instructions on reverse side.
2• Attach additional sheets as -needed.

NABIL U%1W!AY!QN PLA--t
OwnLr... opmc-ol a A 1 a". m:::: jour"tj ADAISSES;
FyPW cc P-Od"Zown UAL —WINTSHM";
:Ypo of 0,100 fuzHiny - -40tpaeronc Lo3ourt
y"Wr ws,;M�; W01A faciiiLy on, bun" d"nisned f0v
give& Wcatv cupacity. WhOn the 4aSLU reaChVZ Ohn CuSiS"O&A
it WUht - ! jawd a,PiAd Ut I SPOLAW6 I`Ule to Pi"UVeW.
--
poslutton of wcfaow a,;dfor yvau"j watnr. The P!ank nutr;ents
W Cho WM41 Wasts 4`;,:tQ,A by owed to VbWooe thn amount oi.,
COMWer"C'A FVshAIZWC rOquireor thn ci-cps on the Tialdn
WhPie t"v wwyh. '. A- he appi 0j. TWO Wason at,kvatiu" Plar;
"101 :..hrGb0" W� 45y 1.MA iny nuor;ynt. Wasto whould,br-
-
an&Y"Mo ELF-0 U&cn 4ppPLUOUILi" y"d n"nual 50it WSW.
ate oncoulab"A "n 4hat a:! P:WWt hutrients can be Wanted for
cpaiisv 1 j:* ov or ths crop Ln to Srowinz,
bevyv": clltory aco WP&ou to Mplany"W", yout -
UK !Iasi Wn PiLA iA V.der &_ in�g;M,Zn tNe fertilizer Vviuo 0'.-'
the waste and Lu ansure %Nat i; A nlopind in aii
onp. Wn"ner. Always apply Wasto haae,J 0" thu-
"t'N"n WT 6n' crow "0 CP !!Own a"n L"s Wairlenn nuohe"l of thi
W a_: 0 n . j" nL CIPP i Y 001 V H i IV 0`40n tkU" tAW Ur WID L On 110 i ; I yi-
boil .,Poo Dry 1wPorba"ey have 0ifourwriL i"Vilurstion
ravon .... Pd la,wh;ng pAw"Lini. Wobta S.W "at bo applied W;
land or"003 IV eater Lho " 6 cons per awe ker yLar . Do 00t
4PPIY nalbw E i GOLUFAIrd WbiA Of G" W116 WhYn the SUrfaLV K'>
uyoa.fr. oMay it fP 1mu
bf& ex- abcf. W:"d conditiyn6 0 vuld 4.. Wo be Lo"Sidered t-
avo:d dr!FL 400 dow"Wi.d odor pr"Wemw. To MU9 i W i I P thE 1 ut,
no "Ut;;0040 FU r&F Pluductto- aki to roduce Lhe pote"Wal
fC.F olniplut, pjrowiny crop W-
"Qu 03,0 %Ann YU dL/N �ricsy �s planbio,, linjout:ne the wnvw-ze
6r dI.Aing OW LAJUbEfId &Uteivnvs dn, r... ouct... odor pruwams.
ine an, -S ..tAnd t- -Pply she uoln-l WaLre in uasod on typinai
11"Urs*00 conhugis For Wn Wype of fab;lioys, A c r e a I t.-'ss
may on more oc :00, b.sad 0" the waste
Trim y lur vason wn"h6ywent facility.
Ae Askot, .,f —,
Amount n! uaoLwc Ps r VwArg
loco aniw:o i.? tons W�Wt./aAWSHyr- NOW
total wants- -
,

2680 6160 11,1.1yr.
Ava i 1 at 1 u
App,yind wh, aonvo amount Qf waste ;5 a bis job. You nnuuK.-i
pion Lima a"! n.v" eqnipww"t to apply the wasLe in
A -:wwiY mv-"QeYour VanKily in dusigned lot 100 dayl oi:
stur,40. in"In;wo,
Dow, R-e.: 661' wrqUivid Lbo. N Acv Lot. N Month A,
T,pe C 0 1 !J, a e d Aop 1
6ZOO MAR - S Tons 400 16�3
WWI W.5 620.)
Avdiab:v Nivroaar; 616--*!
Swolus Or upficit - 3 .11.'..
GrOP Owdl .1 1 -Car :1 1 al� in; !-Worhy W-Yes, uay A Rawye Gr. Perm"n-,
... ........ .... ........ --------------------------------
--------------- ------------
.. ........ ....... .... .... .....
Pali th� So,. a"K WOW Diatrin; Orfico Aftnt yow
XxLvi4w anoto L,a:ywis r*pory to outaw thu awouwL par acre tf
-pp!V and tho irrigaWw" app:4noia; raLe prior Lu appiyin-
:.
--------------------------- ------------
to z al -,, Title
-------------------------------------
-Copy L-py to caw NW)

UNK NO! 210D MWORE WMAW.
to LASWAORL
100"S, 4"ji to." KN4t
OLAYLIV W&
w1h
MnUINK DAWba
WKWWR
il
'PENSACCLA' MANIA
GRASS 0
60 LQ&./ACM.;%
1WE 700INVAs
wp� 1)
MAIN& DAlbiOn
MAIRM lzi P!
W&G. W)
INUHSERY FOR
FESCUE,',
LM AYE ONA92 0 40
CkEDING OWEE4
LBA.ZAGRE
Wuvbih*�R 1
11HROWNY
it! yqAFZCjj
VEOETATEON)
Vy.p
- ------------------------------------------------
WPLY TM KOLS"ING.
!"' 1DICOMITIC LIM (L TONS/ACRE,
MO RKL�J Q FMal Wwalk BYRAN QW BALEWACRE;
Al FH MSTALLEO PMOR TO SHODING, S H AP E`
ALL ILSIUKUNQ AnvA SAMEMMEnT •AWTEU EARM
fnRTILWAR MIEN fITTRK TO PREPARE A 8 TO 4 lNG
:=Hf; snunwin "y" SEED " VIRV SPED110 WIM A OUL71MCKEIR.'
�Wl 2""1 A" AFTUY MMW AND SECUIE HIM A MULCH
1:3 WA-)WR W
OWN U3091 AMIA, THAI
1 vs. MAE OF Common Wj--.T:;l
, 'j,"', - u V
OHM! YS ESTM 11MM.

' EARTHWORK COMPUTATION SHEET
/
EXCAVATION
. �
E: M' & A FARMS
REGS: CLINTON
+-___+------+---_---+----- +----------'r
1STA.1 END WUM OF 1 DIS.| DOUBLE |
1 1 AREA 1E.AREA | | VOLUMN �
+--_-+...... +....... +..... +---------- +
0|------- +-----+----------+
11 62|
+----+------+ 15861 2O| 444081
` 21 901 1586(------- +----- +----------+
~ +----+------+ 3310\ 601 .198600|
31 1501 1T24|------- +----- +------------
�----+------� 3*4e1 531 182744!
41 2031 1T241-------+----- +----------+
+----37541 51 1877W
51 2081 2030|------- +----- +--------------
+---- +------ * 40601 121 487201
2O30|------- +----- +----------+
61 2201
20301 351 710501
+----+------+
T| 2551 O|------- +----- +---------- +
+----+------+ 01 -255| 0|
8| 0| 01 ------- +----- +---------- +
�
+----+------+ 0| 0| 0|
91 01 01---7--- +----- +----------+
+---- +------ + 0| 0| 0|
101 0| 0;------- +----- +----------+
+----+------+ 0l 0\ 01;
11| 0| O|------- +----- +----------+
+----+------+ 01 0! oi
12| 01 0|------- +-----+----------+
+----+------+ 01 0| V|
131 0) 0|------- +-----+----------+
+----+------+ 0; 0's 0)
141 O| 0|------- +-----+----------+
+----+------+ 0| 01, Oil
15; of 0|------- +--- 7-+-----------
+----+------+ 01 0| 0i
161 of 0|------- +-----+----------+
+----+------+ O| 0) 01
171 of 0|-----------------+
+----+------+ 0| 0| 0)
181 0| 0|-------+-----+---------`-+
+----+------ + 01 01 0|
19| 0| 0}------- +-----+----------+
+---- +------ + 01 0| 0|
201 01 0|------- +-----+----------+
+----+--__--+-------------+--------_-+
|T0TAL | 5642921
+------------------------- +------------
DOUBLE VOL /2 = 282146 CU.
FT.
----------
VOLUME = 10450 CU.
----------
YDS.
COMPUTED BY Hank Say DATE 10/28/91
---------
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UPTRATIM AND NAIMENANW FTAA:
Win ;aY660 in "ps!s"ad Foe waste ormatomat WUh M,Vmum odn;-
control. Un time requirv4 For tho pi.nnec r.uid ivvel to wj�
loathed OPY VAt" due 40 vVil cu"d tWo,fiash0s operations, and
the nosunL of Cresh wat7r addan to the oystew.
land ZPPI!Lall"" 07 WSItP Walni 's rocogniz2d os ao h%cwpLALK,
method 6P 4.1pavai. =45"6s of •j_Lludw so! d et,
L,n Of ;I VO I, S An � , aAA 0aVw:1WS HU" irZigntion. Care should of,
onkr� yNen ayP;n3 Olson a prayint vu,,:r from tNe livid or damaqL.--
ta 0 1 cps .
:tv�s ale 40 be crr.iad ouu.
it 10 L, onw.i i -LA=U0400 that woe Unalme"D lasoan by pro-
L46:taq L3 11� lt� caps,io) t. plavent 0"Zonslay "Wors
Lvart "P. charyina reducyn "ho r6nce"trwttn f Me i"Itial
waste eat. ok 1-Y-6n L"P: Sjuc."o od"rs. Solids whou!6 be
000"Fud WM 0041awnt Ut 0! Vwn��
2. The aLtAcnad Wa4to aQ!1zWW% plan shvil ba 1-6110wed. lh!lv,
PIRO fvcawken"n 6mpiin2 aod Ka.0 3 "f waste (.ew Altachmenli, B)
�Q I -, E ; ak'.l
S. Ve''n
pamp-out or KAP ias"an Waco
fluid Wve; reaches
eleva­
sio"
0.5 as naened by perwa.eat
warLary. soup
PUMP -Out
wheit
the fwij
'U40! V.a"06 rlovnbl""
0.0 or OeFore
fluid
depth k.
lens thL"
knctwrin)
1 ool wep QQA a provL,he
''
We Wss of
4, UP wo.imun busuav on uppij pai irrisahio" is
o"n Q' toch and the rULOMWU"drd MIXIMUM OppliCaVOn rate IS 0.4
inch pop "owr,,
K u Kamp VvIOL-1.0" U" M L=nkwant and a, 041 adjacent to the
las.un mvwcd an�ual!". vod.dwtton sh-Uld Ly farlilln"d
2G MW ntalk & T t".Q;b tahat
1. Nepail a., slosed Ruses OC _rwas dkwaged by cud*nVe anc,
A! k t" be MvwrW... Hom the innoon to snabic.,
nuuletn.
0. 7hp C:VWaHr Act so 1977 P,nhibtt Lou dinc5a go 0-.-'
p"llutonLo i"Le w"O*r� of Lhe j"Und Stvte�. Tho Mpartment up
EAviionwinn? H041.0, a"d NaLural Rwsourcv�, Mvision of Envirow­
Mont,! Maiifa _i irl'.:..1., ha We ro.po"W";1ily for e"forcilo thin law.

1 ? A CAT 1 DNS F OR -1. i3,.; OF WAS f 11 TREW FIENIT
----------
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will
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by 100EYn
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baiore placement
of
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waknri�!'-
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A .Ut-Ujk t1i'"LK WOU" >pACIVind! Nail OU !"OU,ijud WS who," in
the pion,.
W"!Yr ac L 1 Mix - P VOL IVa 00 and 001Y thf i ar UU0 shu 1 ! sm por formed to
thy "eat ilaw" no grady, an plaw"w6. bevIaLivnis from this WM
raquirQ pe 10C dPP5 oval 61 t4e PCs. Earthfill ShMi naL to pIdLe-:1
in 1=0;nS wa4ur anA ;oaY&"ah:e compacLio" of the fill, wa;j
Pu;fGcwcj squi,me"t uc shesps-feat roll*c durin-3
planevent. Me las6aw Sh.li to tuszolled uyin.'::i
tho &W? Watry-als. Construction -f pill hvishts Nail
i,wdue 000 11no par"e"t for S"Itinmeno. To protect a8arlist sewpagev
WhIN 4COW! QY xr,tu k are they will HeyG K.i
bu GAC4voled 4 M.".0UM of O"e (3) fooL below srade ano backfilled anti
COMPvLoeo with a vulthb 0 material i;e-CL7KC,UH). Rqfer to the solis
WvRstitntiu" informnti_n :n own plans fat SPOLial LUnWdelations,,
Pr *n aut i on q �Waw d ho Z 44 Ydor 1 A5 L ons L; uc t i un Lu prayont e"LtSl W�
erow.u" a"d
Ali eXPOIVA G"O OtkMi haru LoNsWULtut aVels S"aif M--
needud B" the pinorind bypo of ve5ohayion us noun as Possible aftev.

U.. $- nEPAkIM MY OF AERICULTUM k1:-able-•w
Soli Conservation dice. Rev. 7/91
NAME : _ /41 f A FA a - C _. - - - —.-Date:
county e 5 ain}
3?S
at DE MOVE2•5T* I
o �Aw ® /
��.rAUL up MD.
/
tu
7O�4g�. ter'
l
(Sm bsek for wets calcule+t4ons)
Use of facility:,.A.- A 4E LA nvo n
Capacity: Gal
• .; Soil Type: _ .
Bench k Deacript ®n
So..afk o- 5444.e.J D iA Kati �A..
El®V.
47. a
Elay.
L
ice)
----
�Ft.
Elev.
t+fit.
Elev.
6 I- o -
�--.�

6
Confinement Building
PitSS
f
' TREATMENT
LAGOON
of Pipe (Needs to be adequately V
supported) depth = L--- Z.c)
Bottom Elevation 7 0'
TYPICAL VIEW OF .A ONE -STAGE LAGOON SYSTEM
Top Width 43.0
i
Settled Top Elevation 1:-o
Fluid Elevation E 9.0.
SS3.n:t
9

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3/23/2019
2660 Taylors Bridge Hwy - Google Maps
Imagery @2019 Google, Map data @2019 Google 1000 ft
hftps://www.google.cgmlmapslplace/2660+Taylors+Bridge+Hwy,+Clinton,+NC+28328/@34.9259417, 78.2659266,1641m/data=!3m1!1e3!4m5!3m4!1s... 1/1

Waste Utilization Plan
Producer-
Mike & Anthony Bass
Name of Farm:
M & A Farms County: Sampson
Location:
4130 Taylors Bridge Hwy
Phone:
Clinton NC 28328
Type of Operation:
910-592-4075
Number of Animal:
Feed -Fin
Storage Structure:
4180
Anaerobic Lagoon
Method of Application:
Irrigation
Amount of waste produced per year:
Amount of plant available N PAN
(PAN) produced/year:
9614 lbsJyeton/year
9614 1bsJyear
The waste from your animal facility must be land applied at a specified rate to prevent
Pollution of surface water and/or groundwater. The plant nutrients in the animal wate
should be used to reduce the amount of commercial fertilizer required for the cs
rops 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 the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWO regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
Pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
Your waste management facility. In some cases you may want to have plant analysis made, which

Version —November 26, 2018
ivOortality Nj7anagement 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
aa Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot 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. 106-168.7.
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.
aIn 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).
aAny method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
F] 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.
Z64qA C
Sig ure of Farm Owner/Manager
Date
Signature of Technical Specialist / D
Date

M & A Farms
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No. Field No. Soil Type
Crop
Yield/Ac
Lbs. N
Acres
Lbs N
Month to
Lbs. N
9046
F1,H1
WaB
Code
SA
110
unit
1
Used
Apply
Per Ac.
9046
F1,H1
WaB
WA
100
1
3.48
3.48
383
APR-JUL
110
348
SEP-APR
100
9046
F1,H2
WaB
SA
110
1
3.18
350
APR-JUL
110
9046
bM
F1,H2
WaB I
WA
100
1
3.18
318
SEP-APR
100
9C 6
F ,H3
FZ,H3
WaB
WaB
SA
WA
110
1
2.84
312
APR-JUL
110
6874
F2,H4
WaB
SA
100
110
1
1
2.84
284
SEP-APR
100
6874
F2,H4
WaB
WA
100
1
3.35
3.35
369
APR-JUL
110
6874
F2,H5
WaB
SA
110
1
3.68
335
405
SEP-APR
APR-JUL
100
110
6874
F2,H5
Wa6
WA
100
1
3.68
368
SEP-APR
100
6874
F3,H6
WaB
CB -Hay
5.5
50
3.54
974
MAR-OCT
275
6874
F3,H7
WaB I
CB -Hay
5.5
50
3.21
883
MAR-OCT
275
7012
F4,H8
WaB
SA
110
1
3.37
371
APR-JUL
110
7012
F4,H8
Wa_
Wa
100
1
3.37
337
SEP-APR
100
7012
F4,H9
WaB
SA
110
1
5.25
578
APR-JUL
110
7012
F4,H9
WaB
WA
100
1
5.25
525
SEP-APR
100
7012
F4,H10
Wa8
SA
110
1
5.76
634
APR-JUL
110
7012
F4,H10
WaB
WA
100
1
5.76
576
SEP-APR
100
9000
F5,H11
Nob
CB-P
4.6
50
4.28
984
MAR-OCT
230
9000
F5,H12
NoB
CB-P
4.6
50
2.48
570
MAR-OCT
230
9000
F5,H13
NoB
CB-P
4.6
50
3.17
729
MAR-OCT
230
9000
F5,H14
No
CB-P
4.6
50
0.63
145
MAR-OCT
230
9000
F5,H15
NoB
CB-P
4.6
50
1.12
258
MAR-OCT
230
9000
F5,H16
. NoB
CB-P
4.6
50
1.30
299
1MAR-OCT
230
9000
F6,H 77
Nob
SA
110
1
5.53
608
APR-JUL
110
9000
F6,H17
NoB
WA
100
1
5.53
553
SEP-APR
100
9000
F7,H18
WaB
CB-P
4.1
50
0.94
88
MAR-OCT-
205
9000
F8,H19
WaB
CB-P
4.1
50
1.98
406
MAR-OCT
205
9000
F8,H2O
WaB
CB-P
4.1
50
2.19
449
MAR-OCT
205
9000
F8,H21
WaB
CB-P
4.1
50
2.63
539
MAR-OCT
205
9000
F8,H22
WaB
CB-P
4.1
50
1.46
299
MAR-OCT
205
9000
F8,H23
WaB
CB-P
4.1
50
2.12
435
MAR-OCT
205
Total
67.49
14710 lbs.
Available Nitrogen
9614 lbs.
Surplus or
deficit
-5096 lbs.
SA=
Summer Annual
WA=
Winter Annual
CB -HAY=
Coastal Bermuda - Hay
CB-P=
Coastal Bermuda - Pasture
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.

M & A Farms
The applicator is cautioned that P and K may be over applied while meetingthe Page 3
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen. e N requirements. In the future,
In interplanted fields 0.e. small grain, etc. interseeded in bermudagrass), forage must
grazing, hay and /or silage. Where grazing,
inches. Cattle should be removed when plants are grazed to a height of four i 9 be removed through
plants should be grazed when they reach a height of six to nine
etc. is to be removed for hay or silage, care should be exercised not to let small grain to re
especially late in the season ( i.e. April or May) Shading may result if small inches. Infields where small grain
definitely interfere with the stand of bermudagrass. This foss of stand will r reach materity,
nitrogen being utilized. Rather than cutting small grain for hay or silage . grain gets too high and this will
result r reduced yields and less
situation, you are encouraged to cut the small grain earlier. You may want to consider
two to three times during the season, depending on the times g lust before heading as is the normal
mall grain is planted in the faesting hay or silage
The ideal time to interplant small grain, etc. is late September or early October. Drilling
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches
results. g �s recommended over
before drilling far best
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required b
ditches, odd areas unable to be irrigated, and perimeter areas not
equipment limitations. Actual total aces receiving full application in the fieldutters, filters strips along
, and most likely will be, more r
listed may, shown in the tables. yq than he acres
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge
Sludge will be nutrient rich and will require precautionary
other elements. Your production facilitywill produce a measures to prevent over application gro#nut eats orThe
nitrogen per year in the sludge. p pproximately
1505 lbs. of plant available
If you remove sludge every 5 years you will have approximately
apply this PAN to hybrid bermudagrass hayland at he ra a of 300 lbs. per acre ou wilt
7524 lbs. of PAN to utilize. Assuming you
acres of land. If you apply he sludge to corn at the rate of 125 lbs. of nitro en
acres of land. Please be aware that these are only eats of es of the PAN and they nee 25
9 per acre you will need 60
requirements could vary by 25% depending on the sludge waste analysis, soil
I needed. Actual
application methods. types, realistic yields, and
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or Pnding occurs.
s
droplet size
This rate is limited by initial soil moisture content, soil the structure
, and organic solids. The application amount should not exceed
, soil texture, water
available water molding capacity

M & A Farms
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Applic.
Applic.
Code
Rate(in/hr
Amount
9046
F1,H1
WaB
SA
0.6
1.0
9046
F1,H1
WaB
WA
0.6
1.0
9046
F1,H2
WaB
SA
0.6
1.0
9046
F1,H2
Wag
WA
0.6
1.0
6874
F2,H3
WaB
SA
0.6
1.0
6874
F2,H3
WaB
WA
0.6
1.0
6874
F2,H4
WaB
SA
0.6
1.0
6874
F2,H4
WaB
WA
1 0.6
1.0
6874
F2,H5
WaB
SA
0.6
1.0
6874
F2,H5
WaB
WA
0.6
1.0
6874
F3,H6
WaB
CB -Ha
0.6
1.0
6874
F3,H7
WaB
CB -Hay
0.6
1.Q
7012
F4,H8
WaB
SA
0.6
1.0
7012
F4,H8
WaB
Wa
0.6
1.0
7012
F4,H9
WaB
SA
0.6
1.0
7012
F4,H9
WaB
WA
0.6 11.0
7012
F4,H10
WaB
SA
0.6
1.0
7012
F4,H10
WaB
WA
0.6
1.0
9000
F5,H11
NoB
CB-P
0.5
1.0
9000
F5,H12
NoB
CB-P
0.5
1.0
9000
F5,H13
NoB
CB-P
0.5
1.0
9000
F5,H14
NoB
CB-P
0.5
1.0
9000
F5,H15
NoB
CB-P
0.5
1.0
9000
F5,H16
NoB
CB-P
0.5
1.0
9000
F6,H17
NoB
SA
0.5
1.0
9000
F6,H17
No
WA
0.6
1.0
9000
F7,H18
WaB
CB-P
0.6
1.0
9000
F8,H19
WaB
CB-P
0.6
1.0
9000
F8,H2O
WaB
CB-P
0.6
1.0
9000
F8,H21
WaB
CB-P
0.6
1.0
9000
F8,H22
WaB
CB-P
0.6
1.0
900Q
F8,H23
WaB
CB-P
0.6
1.0

M & A Farms
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION
In addition to the fields and crops designated in this WUP, M&A Farms may opt to plant as follows:
Tract No. Feld No. Soil Type
9046
F1
WaB
9046
F1
WaB
7012
F1,2,4&6
WaB
9000
F5
NoA
9000
F7
WaB
9000
F8
WaB
11
Crop
Lbs. N
Acres
Codeunit
=Yiel
Corn
75
1.25
9.50
Soybeans
25
4
9.50
Opt to plant
non waste application
in this field
OS
1
50
18.10
OS
1
50
0.94
OS
1
50
10.38
Lbs N IMonth to
Lbs. N
Used Apply
Per Ac.
MAR-JUN
93.75
APR-AUG
100
SEP-MAY 50
SEP-MAY 50
SEP-MAY 50

Page 6
WASTE UTILIZATION PLAN AGREEMENT`
Name of Farm: M & A Farms
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and maintenance procedures
established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality (NCDWO)
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste from
this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour storm.
The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Mike & Anthony Bass
Signature: 474 —Ar_u�
CO -
Name of Manager (If different from owner)
Signature.
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Date: / - Z F - O
Date:
Phone: [phone] x249
Signature: /.-*
Date: ! Z$ e

Wettable Acres Determination Certification
Name of Facility: M&A Farm Facility Number: $2 —230
Owner(s) Name: Mike Bass Phone No:
• ,9 !o - 592-
Mailing Address:. 4130 p 5 ! W4�inii•.,f
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste Utilization
Plan has been amended as necessary to reflect actual wetted acreage. A copy of all worksheets,
calculations, and other Wettable Acres Determination documents, along with the .applicable Waste
Utilization Plan and Wettable Acre Determination Certification will be filed with the local Soil and Water
Conservation District. A copy will also be kept on site with the Certified Animal Waste Management Plan.
Any future modifications must be approved by a technical specialist and filed with the Soil and Water
Conservation District prior to implementation. If any modifications to the existing irrigation system or
any new irrigation equipment was required to adequately address the waste management needs of this
facility, an Irrigation Specialist or Professional Engineer has certified the design and in below.
Owner Name: M4 A F6LY-yJnS _TytC.
Owner Signature: `�Ce -j R _
Technical Specialist Name:
Technical Specialist Signature:
,; ke-9aSs
.S-
ate:
ZLo Vo C)G<
If assisted be an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste application
equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist / PE Name:
irrigation Specialist / PE Signature:
Submit this form to
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99
Date:

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
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 ail mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
S. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required In the system
6. Manufacturer's specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturer's 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 25' crwider must be maintained between the limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheets"
r
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek.
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC
Phone: [phone]
Required Documentation
The following details of design and materials must accompany ail irrigation designs:
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.
S. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifloations for the irrigation pump, traveler and. sprinkler(s).
7. Manufacturer's 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 ai particular she and
address them as approprlate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer
NOTE: A buffer strip 011 or wider must be maintained between the limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: M&A Farms
Address: 4130 Taylors Bridge Rd.
Clinton, NC 28328
Telephone: [phone]
Table 1 - Field Specifications
IL l 9 k%
�1C. y+C 2 ab e E aryl k t
County: Sampson
Date: 08/101998
Approximate
Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rata �.., ..

Sheet2
TABLE 2 - Travelling igla-tian•a3un SatiEing
-maKe, iviow ana 1 ype of Equipment.
Ag Rain T30A w/ Nelson 150 gun
Field No.
Travet
Application
TRAVEL. LANE
Wetted
Nozzle
Operating
Operating
and
Speed
Rate
Effective
Effective
Diameter
Diameter
Pressure
Pressure
Arc
Hydrant No.
(ft/min
inthr.
Len th(ft.)
Width(ft.}
feet
Inches
at Gun(psi)
at reel{ A) Pattern Comments
-Acres
F1, H1
1.94
0.37
860
230
300
1.08
105
300
per pull
3.48
F1,H2
1.94
0.37
630
220
300
1.06
60
105
300
3.18
F1,H3
1.94
0.37
590
210
300
1.08
60
106
30D
2.84
F2.1.14
1.&1
0.37
810
180
3a0
1.08
Ba
105
300
3.35
F2,H5
2.78
0.5
890
180
3Q0
1.08
60
106
220
3.68
F3,H6
1.94
0.37
700
220
300
1.08
60
105
0
3.54
F3,H7
1.94
0.37
700�"200
3001.08
Bo
105
to
3.21
F4,He
1.94
0.37
700
210
300
1.08
60
105
30D
3.37
F4,H9
1.94
0.37
1090
210
300
1.05
6D
105
300
5.25
F4, H 10
1,94
0.37
1090
230
300
1.08
60
105
30D
5.76
FS,H11
1,94 1
0.37
810
23D
300
1.08
60
105
300
4.28
F5,H12
1.94
0.37
470
230
30D
1.08
60
105
300
2.43
F5,H13
1.94
0.37
600
230
300
1.08
60
105
300
3.17
F5,H14
3.89
0.61
250
110
300
1.08
60
105
180
0.63
F5,H15
2.78
0.5
350
140
300
1.08
60
105
220
1.12
F5,H16
2.78
0.5
405
140
30D
1.08
60
105
220
1.30
F6,H17
1.94
0.37
9Q30
234
300
1'.0B
60
105
$00
5.53
F7,H18
3.69
0.61
340
120
300
1.00
60
105
18D
0.94
F8,H19
194
.37/.5
540
160
300
1.08
60
105
220M
1.98
EXPANSION
F8,M20
2,78
0.6
139
55
300
1.08
60
106
220
2.19
Fe,H21
1.94
0.37
200
475
300
1.06
60
105
33p
2.63
fB,H22
2.78
0.5
139
30D
300
1.08
BD
105
220
1.46
Fe,H23
2.78
015
200
315
300
1.08
60
105
220/33D
2.12
67.51

Source
Insect Control Checklist for Animal Operations
use
to
�. u.yu.0 oy��ema
Flush Gutters • Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated solids from
metiers as designed.
0 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 -
9 *hes over more than 30% of surface,
Cxcessivc Vegetative • Decaying vegetation
Growth
AMIC - November 11, 1996, . Pago I
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.
a uestgn, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
acclation of decaying wastage.
0- Clean up spillage on a routine basis (e.g., 7 - 10
day Interval during summer., IS-30 day interval
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
moisture grain products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed,
Site

Swine Farm Waste Management Odor Control Checklist
-v--^••-- �• ..VVMVY awasv�a�
PlIe6ornmended best management practices;
t't1�ood judgment and common sense
surfaces • Dirty manure -covered animals ❑ ' floors
• Wet manure -covered floors Slotted floors;
P-1-raterers located over slotted floors;
❑ Feeders at high end of solid floors;
13 Scrape manure buildup from floors;
Underfloor ventilation for drying
Manure collection pits . Urine; requeni manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
A Underfloor ventilation
Ventllatlon exhaust fans • Volatile gases; ,Fan maintenance;
Dust (e7`71MIiclent air movement
Indoor surfaces . Dust as down between groups of animals;
❑ Feed additives;
❑ Feeder covers;
P-TeO delivery downspout extenders to feeder
Flush tanks
• Agitation of recycled lagoon
❑
covers
Flush tank covers;
liquid while tanks are filling
❑
Extend till lines to near bottom oftanks with
Flush alleys
• Agitation during wastewater
13
anti -siphon vents
Underfloor flush with underfloor vcntllation
conveyance
Pit recharge points
. Agitation ofrec recycled lagoon
g y g
liquid while pits are filling
xtend recharge lines to near bottom of pits
with anti -siphon vents
Lift stations
• Agitation during sump lank
❑
Sump tank covers
tilling anddrawdown
Outside drain collection
• Agitation during wastewater
Cl
Box covers
or junction boxes
conveyance
AMOC -November 11, 1996, Page 3

Had of drainpipes at
lagoon
• Agitation during wastewater
BMJ's to Minimize Oddr Site Specific Practices
O Extend discharge point of pipes underneath
Lagoon surfaces
conveyance
• Volatile gas emissions;
lagoon liquid level
• Biological mixing;
roper lagoon liquid capacity;
�
• Agitation;-�Minimum
ect lagoon startup procedures;
surface area -to -volume ratio;
'
um agitation when,pumping;
Cl Mechanical aeration;
Irrigation sprinkler
• High pressure agitation;
13 Proven biological additives
nozzles
• Wind drift
rri ate on dry days with little or no wind;
v� �Minimum recommended operating pressure;;
A1"Fump
intake near lagoon liquid surface;
Storage tank or basin
surface
• Partial microbial decomposition;
O Pump from second -stage lagoon
13 Bottom or midlevel loading;
. Mixing while filling;
O Tank covers;
• Agitation when emptying
O Basin surface mats of solids;
Settling basin surface
• Partial microbial decomposition;
O Proven biological additives or oxidants
O
• Mixing while filling;
Extend drainpipe outlets underneath liquid
level;
Manure, slurry or sludge
• Agitation when emptying
. Agitation when spreading;
O Remove settled solids regularly
spreader outlets
• Volatile gas emissions
O Soil injection of slu -/sled cs•
J g ,
O Wash residual manure from sprea4cr after use;
Uncovered manure,
• Volatile gas emissions while
O Proven biological additives or oxidants
slurry or sludge on field
drying
O Soil injection of slurry/sludges
surfaces
O Soil incorporation within 48 hrs.;
O Spread in thin uniform layers for rapid drying; '
Dead animals
• Carcass decomposition
O Propm biological additives or oxidants
Dead anima) disposal
Carcass decomposition
Proper roper disposition of curcusst;s
p
pits
apletc covcriub of carcasses III burial is; �----
Incinerators
• Incomplete combustion
Proper location/construction of disposal pits
O Secondary stack burners
AMOC - November 11, 1996, Page 4
t

f
3�
facilities t3- cUrane and landscape such that water drains
• Microbial decomposition of away from facilities
organic matter
Maltaro Iraexed onto • Poorly maims ned access roads ET Farm access road maintenance
public roads fiom farm
access
Additional Information :
"nu« manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Trealment ; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Trcatmcnt ; EBAC 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor,- a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manura Management: Odors and Flies; JIRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available From:
NCSU, County Extenslon Cei
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Commuuicalions
Florida Cooperulivu Extension

.� SAMPSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER RESOURCES (DWR)
910-433 3300
EMERGENCY MANAGEMENT SERVICES (EMS)
910-592-5996
SOIL & WATER CONSERVATION DISTRICT (SWCD)
910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
910-592-7963
COOPERATIVE EXTENSION SERVICE (CES)
910-592-7161
This plan will be implemented in the event that waste from your option are leaft
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 mate
every effort to ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following are some action items
you should take.
I . Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested response to problems are listed below:
A- Lagoon overflow -possible solutions are:
a Add soil to berm to increase elevation of dam, any permanent alteration of the
dam should be approved by a qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon, hold wastes in the house if possible_
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from wastes application field action include:
a- Immediately stop wastes application.
b. Create a temporary diversion or berm to contain the waste_
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff_
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinkler -action includes:
a. Stop recycle (fling system) pump.
b. Stop irrigation pump.
c. Close values to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D- Leakage from flush system, houses, solids separators -action includes:
a Stop recycle (flushing system) pump.
b. Stop irrigation pump-
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks possible action:

a. Dig a small sump or ditch to catch all seepage, put in a submersible pump, and
pump back into lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c- Have a professional evaluate the condition of the sidewalls and the lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages -
a. Did the waste reach any surface waters?
b. Approximately how much was released and what duration?
c- Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spilt leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office, at 910-433-3300, after hours, emergency number:1-800-858-
0368. Your phone call should include: YOUR NAME, FACILITY
NUMBER, TELEPHONE NUMBER, THE DETAILS OF TE 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, THE CORRECTIVE
MEASURES THAT HAVE BEEN UNDER TAKEN, AND THE
SERIOUSNESS OF THE SITUATION.
b. If the spill leaves the property or enters surface waters, call local (EMS)
Emergency Management Services at 910-592-8996.
c- Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District, Natural Resources
Conservation Service office at 910-592-7963 and Cooperative Extension
Service at 910-592-7161 for advice/technical assistance.
4. If none of the above works call 911 or the sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of the problem to minimize off -
site damage.
a. Contractors Name: W* 117.
_
b. Contractors Address: wArAira 141A.L P-c. Contractors Phone: is - 2- 57g
Page 2

b. Contact the technical specialist who certified the lagoon.
a. Name: 6&aNH CaitTo&i
b_ Phone_ y )a- S9AL-57+ J
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
8. If you are a contract swine grower associated with a swine company integrator,
contact the company representative at 910-592-5771 _
Page 3

OPT--.TtOW S:2.iiI�7Z�`1iCE PLAN
ape+ tool ifTlid man29rn: =:t s:-touid be a. y,T rouna Priopu:y. It is swan �r�t to age levels so ter you do not have pr oblerns aunng =t=dc €rip dad
v+iocs_
setae W shOldd be available in the goon i�r
x`- gig � is dornmnt (such u t odt wig
e�c� j o =time for b=Muczg--=) or wa= theme �-
'LV me -Us sUC= as Me t =I a-,- Q= Samoa In t� MMMM== '��3S
•that 2t file �t SL-CUS Of ha 0.`MWM III ts8 T� `^ n+�
a �.�,�e� w�
I'� wad + 4---CMCMtPLm shom'd be done w;r-,=evt, ��`:
re: eve Loon Ii uui�+. ro et _�
sr �.;fe` smra� avail�� the land is -am ibr m re wee
the 12900rf sirouid be pumped down to a
M 's' (S= y �O7.II� 7-1) to anow �rlsr- - ao tfl..
the goon CIO= to the mum as i Re�rort should beraaEieto
utui=dc= Pia wi-tT allow it: ., as the weather-agd wmm-
yVaitbigg
=2iR ce of RE hPM =" -oives �ai.iov►�_
the c-
of 2 .egc=-ve cover �1 the da
coves. �"n : v�A�- J j ��s
=� "r"`==+ Sit DC s -'YVas i�-IICM:�:!.
a.vir.-=uS 5"—E- The ctiio—?ni o f—= , ti-=-MDiied ShoA� be
)zs-" On 8 soils V -- bur III the ev,, �i�i IL 15 ZQi �"cCZC2j t0 OUP SOUS L =I' �� �� lc -goon emb22 Via..
SloiLld b fe- td urn 800 pounds P= 2C-e o Ids 0, Gr s
a.ent
-3r• c;, and tmes oa he a baniment mi:SC be cOj=OUP This m—v be
cow by rao i , sp,-yia=T gr.- . r,:t
�_ O�=-" or a cambi�
.: �zCiic T si�auitl be done at Ie2s= once a year and
or
POSM1`YMM = weather ConduioAsvo�-ais�e
P ..live l_
NOTE- Ii v —on is s�ti'irt
�- (OtitT01'le`1 by Q- v
the lagoon aL.=_ Such c,,teMi� c,�• �, the hc!' IC!dr ri IM, not beallowe-A to eat
the �va�; , sib ral� the . oa4 -._.. in sae 3-
a!-roon that mm
th&Iagoon 'cnd MS of the y'�"' Loon should cre made cu::n� rile irid of
•- IriOBL3ly� ais:� iQ:?_T-I3sc ev�j� Items t0 be
CiIE� SZOL' : �cC.uCe, 2S a it�Iii -MIU:sM, the following:
W asw L-iE:w P oes, R,�;.. _ _�*►� Pipes, and Ov=:aow p=�oo� or_
'- separation of ia,Mts
c.-AckS or'ot
o' Salus- or Trdne.'2: S.
�- ova CC)nd:%coli o2' i7II7@.S

Proper 12goon sizing
mechanical solids s�asadon of r2usited wastz,
gravity settLjng of flishedwaste sands in am aPPronriately desi.oned basin, or
`mm`uzmc It= vP
---� �as�.. and saaiiIagge_
��oa sludge flint is re uovw annually rather tha-i stored long term wdi:
have more nuaimts,
have more odor, and
reauire'0" land to Properly use the :zurrients.
Remova? twaruvues:
M-,m a custom zpvlim-,or.
NUI the sludge and lagoon liquid with a chovrer aeiMW,- im Ie: PUMP through ?��e-a7ore sDrin3tiler L-=- adoII Svs�e ..:n onto nay aa1ii SOII MC017-or-. .
• e�.vate: u Pcz. Of lagoon by ?i=g: on onto i�lj�..��:/i��E{?y C.-OV=7 ai
}i i.�el��}a�n�d/; 11L� L Ig �ud¢u7 t'-'tD n—LO liLi �ilQ 3a1. - - Gifu t��. I. I
�d 3Vi.a�cd- or.r,o 3-i= r. -_� - Lcjt.-r.
-c.1Q Qi torig�i$iCt? aAQ . D.T..' 2n o _a3I' ola .
De a-= she uL,-:- Dal_ Of i izgoorf by itgct~Ci? Gino nay mil- d or
�j�ge anc: drR� siudet
an a ..17QIfI aga0ia WIti C:�c c�itjP
beside l��o ::o reCviVe We .. DF SFu€I ,t ;7c��w•
sludge sa �r.�- liquids can d-_
Mto la=0'00i; a'?ow Sludges to dewmte—. I22L'I �+ `� "�
onto Cii3Diaz.(t O� cur-Z-!Lnd; and SQL inc7i_fv..c . will �.eni a"'� i�d:ti
Reg
grdLass of _�e me hod , yoL rl:s have the slLd�e <:. A�;.. r--
LS: as VDu W ould t' T=- a mat --dal a . _ ty� +oz t = o-u :noon wat;-r_ The sludg�
nu==t and me e! values u�iL �� 11CUIOL �+• v a_ , t►,�i��i� COTi�Il ��t'��'wt
limited t y t - T 1Ile aRfAication of rth—= sludge �o 3Z�i:.s +G� be
:YaS.. Zr-hient 2S Wed 2S aay P7-"vious P-sii aPPU .adons to �eur. nT�, �>Ft�oa lwiil ae a tit field ma crop
EIIS.: `�.55+.d Iri d.=�1: IiI C.FIaDt: r .�•, _
When re�oving slucge, you rues€ also Pay attention to the tamer+ attention by t M Dumper or d.-ag lute o�,tor wM ensure q ° Prevent e- CI Me
intac, IF you s� soil-•iai or the synthetic.,MOMMW
stuQ the a�vizv irorn liner li aL' c� Q g disturoe;i, VOLt should
y and not r erne until you are Sure ;hat the sluccige � he
rerttavea without liner injury. � :he liner is damaged aged it mus- be —L=ared as soon :s
thanSlu4geH uiCL d i the lagoo' ras a much higher 'ahosDho,-zs and. heavy metal =t=
than Iiatua. sr of dds it shoed Probably be l-
and m� Ie�re`_ as indicated by a sou y applied to 'and with low pliOSOMrus
erosion_ Not~ t ,- �`,, and £nc� -,Grated to reduce t€m C=M of
r the sindQe is died to fields wirZ v�f ice` nn soil -test nhomhmt , it
should be �i±� only at I"`ret e� to the -
w'�St€$, a� V$ Pave L: t c P re:ZiO'•i�l OL F3'aSoht3rEiS. A.T ivitft ou
Yo -arOOII Sin g� anal_YZed I its nine :E Value.
_The 2PPlic=-or, of siudbe will il-ir...,_se the amount o1
Y�CaTd Fr"L+-�L=ilDia should be ii odor a-, ;Ze waste JTfilCaFiQ.ri saiti
d to oQs..a -ve the wind cis.,: ,moo« or
could iand other conditions rich
n.:a-...se �-te :.once*r nersh6o;s.

Ideatiried _trdol� should be pr��
nrorixptiY_ It is advis�oIe
or izi �_
�a��-- wiiateu following a heavy M te~hnie�i a ccierinfl x Your
sys>e:n
`fie orageT St3iuQons, CM'S'it With
aDDrdarj 3Le P --- -... is new# t�
iTou should r=ord the level of the a -
r=.ni the level + �O°n J prior m Frhobi ;� is gredic t
Ye you an = Y m b how ate-- the rain Caurrtes the ;s afl Q _
(you must also lie Bow m¢ your Izoon level will tivirh TnjS vaM
ohs YOU for this to a ran i imount
P�ag i��ion Mmlicadons and Q _ worms) _ $�°�� � should he is
have an inflow �Q�e your I�oon Wises exces�vel Problem fro>'n a se�-� water cove. -pion or €�� gldy � y'c�a �
.'� foam the
sumundtn� Ia>id_ �� 111 tit,.
1-44Qoow Qpex—Auan
Staftup:
I- Immealarezy ahp-, conmuction establish a cor oi-M sod cover on bue sail
Sur:L'-'= to aviia =Mon_
? - rM new moon des p ttment v
waste loading Dac nc ,t Olulile c:. t'.:a;St half I7aii OI
t�� care noc to erode _. Cr aa...�arr.
?Cr or bank slot,
end Of ile *� cfl a 1aoon should have a =a e�aie Dine e�te;;a on 3e
thaIIQCc " ���..aT a near the Qotro of
� �� means of siOwilij the into 3�.' water; to avoid' _
a- t,--Mcn or
o n��ssible. bezl�
mb (adu. C new I2gtX?IiS ;. a SMMI to ma3d; ,=,a
tIe to wanner We _
t is i efl0iIIi =dUM: th
wo7 t? o swine ;a_ : a II°W �a de s.. � w-irii slulte from a _
in the oust of 0__ 5 n
squid voinne- ?'� g did. saotuci o `.."�t of tiie mil.Ia_;oon
addiciou oaf was,,eW =S-L twq we= naz m the
6- nmin a IledQdi;, ^ ,,..z_
r .0, add agriculmral .,,z. _ . on the Ia�oon Iiataid per, If fire n$ i:Ils ite±t lagoon
lime at the raxe of I pounce p
W &ibic feet of
PH isbetuuid volume
a rl the P$ roes above %Q �timum liquid
8.0. _
- A_ Qab color. lack QI DUiD2) / 1 Q vro
bioio�cal ac-Mw Consui€ati' d e.�....ssiue odor Si1�.
-� these conditions °n wzth a tw:^lni saiist a r;mmaei
A
season. �'�' •� Tor prolong a�ridCzS_ =ally dtIFiII.,-e FrZ'jj
Loadh2g:
The IIIore Lenity and 1-egmj v, tf= waste
lagoon
w �u-2cdazi_ Flush syste,, char watz is added to `I`, the bey sae
aptunum fbr L"-:�..u'�i :.7 � - iliro ii'ie '-c b B�dI tliiiPS t 3fv
and re-- - t Pit r.,. harre Svsce.'ris %at which one _ _-_�c----ti-�aG = =ch ray, also wo;s w�_ gS 3i:. "III

F:acdce %-A" Mns.--vaaon—miinimize
svz�Ilage from Iea�aQ building water usage and
ro � _�, broice.*� pipes and
pwashdown tf�roua
Per mainm.•rn= and water cans-: nation_
�e rewi wasmGre and redo s�aiTi �e by Amin? f
wevers adj�
aj the amount a� solids entering the lag
oon
lviain in Loon lkt:id level berwe= the p- = MZQe Ie�ret
the &H �B° Y s'�e level_ and
F3a viS'51e M11= or s-takes an the
i��. } and the moon panic to show the
minimum liquid
�s"�v 2t the � liquid lever fFi�re
earnest possible date is baste
nunaent req e..nie•:u and soil moisu so °n
w311 iQi u y
�i IiI :I1B lest: I•�II�le:/ulFlliier • Lt`^"$'aQlsil S:� SaII. L^r7yz
3t rd.gae for the ate:_ e�rly 1 to Provide uFn jaooa
+• r0a licuid ie e� , shou f. of r
point of the d^- of '.:juaILt{Iri.�L j� �7.. closer `uic i loot to the i_owes-
• O not _aumD the lagoon liquid level lower-i..{... uliieSS You cam =r-'nOvins Slild�e_ teat, the permanent 5iotcge
Locate .low pum art--.
o and as - aiJa� nDr xilria ?V 18 inch= und—,n� the _=guid
dr" pie LIU= as possible_
M"Vent additions of o4 ` n.- 3iZ �
molded ,, a '�.�."I�.Sr IOII� c--mm',,,1' forap of
l •• S�i_nQes, Or Other fbr gn F'tamrials
-- =--••� into iii� i� aEi
++'Te-P l the {mtly ";ove sofas ii om catch b�:• end.
S aOf cnlmeuIen hou= or
are !nsmLien._
maintains 1ct veaeta?or', rodent, and varm-,ni control new la,
Do not allow tr= or large bushes to grow on la_Qon darzt or
emxm=bad
tU
emeve sludge Wirtz the lagoon eit. wIIe..� 4�e
or • _ -0 •, s�udQe stara� is
before ,t L of the De=n rat sWToe volume.
L•� l-rOduction is to be termini—;
O°�ng and inmi=earing the owner is responsible �r
Pollutant dis:.�- a closure pi�st u� e��_s-rZar� the possirfility of a
Sludge Re=o-ral:
Rat$ of lagoon sludge bwidua can be : ucrd by:

"a--oon s -- Oak ibr--
Undesirabico vee .. ve owrh
arlodg debris
F�adment--40oic for:
.3 setdcme24 �s Cm- s�rQn holes3-wet orfa �— � slur h �
=s on the slope
Ir M, = M1� of v i far as a Xesult of vravTQdMrdaMqwt!Thn
1. i( - •r..er. - - .sc - •
• '. i<s7 .� t r i�i- • t R �s t - _ # ,»• v,s r::, _. ,: „: -
' ! ! c `f>r�[a f ! i=1' a ! ! �- } �s i- - it - !'t iv.11 tY_ R � _-s ••, :4�:ii i!f- �'i!i ir.2 ii
- s�i tts ✓_it '';•,. t6"tiit' • t'•'_341�f ! I „ �t ti - R ♦ t - • - Z� n
of t+ = It S, p 3Ll SIiQ S-cQli and w 9 chi t� dam- IfYoW �_t7Cn has
cons IC tan of j:o_ you naav an � f� WIC d�°� md
Of w di „ -ae_ t3' d j c .,ZiLc"II ft St�pra- i�• =
technic ;,, Any -- cm should be reviewed by the
urzd ^- -B7, -era a �crom dam with aecvg •
mote day is s o
re-O rend-t ; b - s ue. t s - d shor d not be ccmd �for pro
0u� -forS loose ham.
: C Ove-
T1'-z amouuc of vita=�:o�:, a� in ci 3e An uunso`ily ° or aaa9
puma inneed orre=cr
NQ==-- - - ems Should iae
3Ie IIOE cO3"ple�'y 7. , ,=may tom M YM
sy -:';,, �� ��t faii�e. YOU quid
btue
'�70n is
a ��,�}} �p���
�'�L�"'TIJ`a iZL � �� � � +'•�jysiaL
Atha should lam' r�s be ig for I cL Tflis a soe
i aista_ You should cans in �about ad.14a
of - is faU-
�4UV=WqOfSMM
SU!3kce w-M-1 dhvcz:sjM fcata= 2= deli :
to carry aa smffac.
a;e ►ate (SW--, as4fizfaH nmoii mof � other �T
�d itat rnnotE�} ?- ap from pour �Om and oth=
tet ca;-re �_ I oafy
from you Mn is that which _ _ sbt#uicLbe
yourflusbiagg
Yo 17
�.d��,� � the fat -low_
1_ °us' farthe f�I a.
v.�..�on ta�.-
- dversion cam=-v
3- ridge b=.— fie��t

Possible CaMes Of iag0011 FaUXe
• f ! 3s :.� wYf - if 1f Wff t `•saarr ,
! ff ti'1iila3it s i ` - a+ • attf - _ .,s at � arf a 1f "
E� f��+Z 2F .€is ►tif a
as+E lEttf • •ie ! rr r - vy �, «! f€t !t - � t�' sr_ fi _
� a,a ti;trif slf f f - _
! tl" �3 itf �i !Me E 14 Ef ! a
! frlf
• Rum rtc�td Ieveis ��-tee a s�*�r ��c
• Faffle to hst and the dam_
Smf2m ti. OW3II? into the Iagoorx_
Loren' ��OL= tftom MI,
lemova' or it }i1:i� s?Qi' l IOW L-';-00n Hqui{3 lev- d below 91 ��.
r a..,
OM Tr lazQQA - is ii
a ut�ies ZcrM the dim. €o overt,�p the e%a�, the movim'- Wat—c- v alMM cmM
of d t OSeble (ice � � $�:tST 3t Ccti lsi-v- caum a
a

WASTE
SYSTEM
FARMS
TABLE OF CONTENTS
�[ Soils map
3 Conservation P/ao Map
4 SCS-ENS-538 (Sui/ Invest/3at/on)
5 NC-EN8-34 Hazard C/am/f/c�t�on
6 Lagoon Design Data
7 Waste Uti/jzation '/ao
8 Seed in8 Spec ificatms
9 NC-ENG-12 (Excava"n)
^
10 NC-EN8-12 (Embaokw±)
11 NC-EN8-I2 �Borrow� rea)
12 NC-ENS-40 (plan
«f\cavati»» Waste Storage La8o )
13 Typical View of A -Sta3e La800n »n
14 Operation and Ma}»ance p/�n
15 Specifications f»r?st,ucti«» »f Waste Treatment 1�^ /»P»8raPh�ca| Map .800n & �ouses Lagoons
17 Cross -Sect ioos of wn pad

USDA -SOIL CONSERVATION SERVICE € ' -.
�iti!I TE STATES
503-D EAST F
j FILc',r•,IaiNSTi= STREET
PHONE Ii�VE ( '! S..-? / 5r+-..4 i rl J�[Yi DEPARTMENT ,`y l_
- AGRICULTURE
Please review he attached Plan c-€n and specifications � C cr. !" e l ii €f
i 'y=•
Retain this Plan foryour ii 3 i_ c. i ! l.: records. it is strongly
recommended that cif "r_fcontractor
e.._ Conservation
} - u; Y i.ir Ci:!-! 4r"�.0 ttj r- �-f the Sit; ;
Service Personnel i are in a reeif7ent as to how the waste lagoon
i a be
constructed.
constru ? e,. S.S -personnel
erynnei +i i i meetwith a ' '
concerned parties an 3a1; over the site to
explain a. i i flags
and gva t is important l•Ita4 everyone understands what i5
expected so that , construction
final ti3. i Cu�€5'G r-�iC t, i L+F'€ meets plans t'3.�;t�
specifications
!e i_ i i i i_ ie i °_!1! and Liie Job can �!�•'+certified
3_ : t' i ed for payment ( i 'l --r=.
_ cer-�f
cost -share a is involved).
riV•t
The ;:ta.d dimensions and grades are the best estimate, The
builder orcontractor i s responsible for t i na l layout design of the
pads..-fC S Lf C r- S C t t i {'i e r will assist .i. -f
i:+ a limited -
as Capacity, as i s f�ajor" Concern is the proper es r
n and
construction O he waste treatment lagoon.
The ac vuai - af(io!{i(I, of- material required
for P:a'! -t
estimates,
vary the The design wi(1
:-'--_ ::
d may
balance
cut4 and .ills as close as possible. if additional
fC(?'Ger
"
required after construction is Complete
i ete
on the lagoon,
i a l (
tt`�:mp
cf_fli Lr a1_ _•or- and owner wi ➢ i negotiate on the
the
-
�
price 1 e c`a f'; :�
location
of the borrow,area.
it should be noted that certification •1• t-
ti F the (t_•'
lagoon - i
will
F
( i depend
upon all Specifications being met. �
important
Fs
�d:t items
include
length, .iJ1{n �V:`-y 3il:eS3 j
G_ii
elevations
teYa ion
placeme(y7
correct
bottom,
._rpY b-t_f# discharge �i-eS'7
Design
-
lu seeding.
Requirement: 518404 .. (.t a fL,
-- 19200 ii)
L i_t a i!f_ = a
Estimate of Excavation: -'•,••-i e!.' +
• z t-C:+_. .i -`: =� C i.5 v 'r G
-
- 10450
" -
L...iF n •�ij � v
Estimate of Borrowed Area: a =—iL _L i a 7 t
^ i - 0_
'y
c i.a o L sy a
i_ n y d s a
-
't
Es4ima_4e of Topsoil Re4"uir edg
180
7
Ratio >t =
.--------.-
Job Class
Designed By
-------•--
Date
Ike s i oR Approval

P.'ator:M & A FARMS County: SAMPSON Date: 10/28/91
Ttance to nearest residence (other than owner): 1800.0 feet
STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x . 1417 (bs' = 0 }bs
0 sows (farrow to feeder) x 522 tbs. = 0 }bs
j2 head (finishing only) x 135 tbs. = 361800 |bs
�- 0 sows (farrow to wean) x 433 |bs. = 0 ibs
0 head (wean to feeder) x 30 |bs. = 0 \bs
TOTAL STEADY STATE LIVE WEIGHT (SGLW) = 361800 |bs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 361800 }bs. SSLW x Treatment Vo}ume(CF)/ib. SSL�v
Treatment Vo|ume(CF)/|b. SSLW= 1 CF/ib. SSLW
Volume = 361800 cubic feet
STORAGE VOLUMI FOR SLU�8E ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
TOTAL DESIGN VOLUME
Inside
top length
325.()
feet ;
Inside top
width
180.0 feet
Top of
dike at e|eyation
61.0
feet
Freeboard
1.3heet
I Side
slopes
2.5 :
1 (Inside
lagoon)
Total
design lagoon
liquid
}eve} at
elevation
59.7
feet
Bottom
of lagoon elevation
47.0
feet
Seasonal
high water
table elevation
0.0 feet
Total
design volume
using prismoida|
formula
SS/END!
SS/END2
SS/SIDE1
SS/SIDE2
LENGTH
WIDTH
DEPTH
2'5
2.5
2.5
2.5
318.5
173.5
12.7
AREA OF TOP
LENGTH * WIDTH =
31%5 173.5
AREA OF BOTTOM
LENGTH in WIDTH =
255.0 110.0
55259.8 (AREA OF TOP)
28050.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
286.8 141.8 162587.3 (AREA OF MIDSECTION * 4) { \
~`
CO. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH76-
55259.8 162587.3 28050.0 2.1
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 520482 CU. FT.
`_---_--

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA-.
Lagoon Ttop of u/xe)
Lenqth e Width =
job.0 WV.o b8b00.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 58500.0 square feet
Design temporary storage period to be 180 days.
.- Volume of waste produced
Approximate daily production of manure in CF/LB SGLW 0.00136
Volume = 361200 Lbs. 8SLW * CF of Waste/Lb./Day * 180 days
Volume = 88354 cubic feet
. 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 stora3e/7.48 gallons
per CF
Volume = 0.0 cubic feet
' Volume of raiofa!| 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 = 341215.0 cubic feat

Vo}ume of 25 yeaI- - 24 hour storm
Vo�ume = 7.0 inches / 12 inches oer foot * DA
Vo(ume = 34125.0 cubic feet
TOTAL REQUIRED TEMPQRARY STORAQE
5A. 88354 cubic feet
5B. 0 cubic feet
5C. 34125 cubic feet
5D. 34125 cubic feet
TOTAL 156604 cub�c feet
SUMMARY
Tota\ requ�red vo|ume 518404 cubic feet
Tota| des�gn vw|ume520482 cubic feet
Mi�o.treatment vo�ume p|us s)ud8e accumuiation 361800 cubic feet
At e�ev. 5T.0 feet ; Vo\ume is 3��0083 cubic feet (end pumpin8)
Tota| des�go vo�um� \ess 25yr-24hr storm is 486357 cubic feet
At e��v. 59.0 feet ; Vo}ume �s 4824O0 c feet (start Pump�ng)
Seasona\ hi8h water tab(e e!evation 0.0 feet
DESI8NED BY: APPROVED 8Y:
7 �x�
�
DATE: DATE: ��
N0E:�E���B�S��ILIZTI�PL�

USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST,ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
--------------------------------------------------------------I W
-
P}ease review the attached plan and specifications carefu>\y.
Retain this plan for your use and records. It is strongly
recommended that you, your contractor and the Sol! Conservation
Service personnel are in agreement as to how the waste !anoon
is to be constructed. SCS personnel will meet with all
concerned parties and walk over the site to explain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the Job can be certified for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder or contractor is responsible for final layout and
design of the pads. SCS personnel will assist in a !imited
capacity, as its major concern is the proper design and
construction of the waste treatment lagoon.
7he actual amount of mater|al required for pads and dam may
vary from the estimates. The design will attempt to balance
cutd and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate.on the price and location
of the borrow area.
It should be noted that certification of the lagoon will depend
upon all specifications being met. Important items include
length, width' depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
Desi8n Requirement: 518404 cu.ft = 19200 cu.yds.
--------- ----------
Estimate of Excavation: 282146 cu.ft = 10450 cu.vds.
---------- ---------
Estimate of Borrowed Area: 35250 cu.ft = 1306 cu.yds.
--------- ---------
Estimate of Excavation
Less Borrowed Area:
Estimate of of Dike:
246896 cu.ft =
---------
62451 cu.ft =
-- ---- ---
Estimate of Topsoil Required:
Ratio 4.0 : 1
---
Job Class
Designed By
Design Approval
2313 cu,yds.
---------
180 cu.yds.
---------
- -------
Date

SCS-EPA-Ot9
t 2 - 85 U. S. DEPARTMENTOPAGRICULTURE
SOIL CONSERVATION SERVICE
SOM MAP
Owner M & A Farms _• d
- _ Sa�e
Operator
' y Count
i Sampson .� State NC
j
Soil survey sheet (s) or code nos..
f N Aproximate scale 1"
Prepared by U. S. Department of A �~ ` t
p Agriculture, Soil Conservation Service cooperating
with 5�;, ,son Soil & Water
. Conservation District
' ■ r P i '�i � �,�9 6 " � � �Ft ` � y� rr "`• y - - ar
1 " w •< 4
V
noxt ' ' o.e- _.. y,yp�tr- ,may. - r a. •'
. p
> a J ni
.a .asg � aj t
30
..� ;� � , � fi• •yam -F.
i. 3'�� .
MAI
30 Lagoon•� •{ � .
Site , s
' �3'� :� �:"� •,r� � .i• — .� . ,:ire - }. �' • � � s
-76
AA
�•,. �� ';�.•r`y�';.' r.. � dui"t - _ - 7ti �f�-..
.y
30
657
17

U.S. QERARTMENT OF AQRICVLTU RE
SOIL. 60MSiF-RVA7r1GiM SERVICE SCS - CPA - 16
CONSERVATION PLAN MAP 2 -8,1
Owner M & A Farms
Operator
County Sa2pson NO
State Date --I I i 46 /Q 1
Approximate acres APProximate scale No Lo scale
Cooperating with Sampson Soil & Water
Conservation District
Plan Photo number k identification
J
-n Q1, ton - & Hank Gay ted by --Glen ff
USDA Soil Conservation Service
'!N'
srt
Z* 7T-
4-
zl V--
Ak
#
4�
X
Spray
Field
A
yam•, i %
40P
k-
TV 7 -

w
5 Rev. i-70 U. S. DEPARMENT OF AGRICULTURE
Rev. 70
SOIL CONSERVATION SERV162
SOIL INVESTIGATION TO DETERMINE U-ITABILITY OF. PROPOSED POND SITE
FARMERS NAME 11 F ,, s DISTRICT S A rn
' . BATE /o c 41 COUNTY S a rn s o tJ
S. C. S. PHOTO SHE£P NO. WORK UNIT C I: rJ 4.4
WATERSM AREA MEASUREMENT'S
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL - -'ACRES POND CLASS VVO- RK UNIT CONSEIRVATIONIST
SKETCH OF PROPOSED *POND SHOWING WHERE BORINGS WERE MADE (Approz ecale.2tt= - feet)
Locale Weranee Point vn center hne of darn and identify o_n sketrh-
SHOW j BORING NUMBER AND PRO FII.E
DEPTH Mahe and list darn -site and spilbvap borings fist - them Ponded area and bompm pit borings -separate with vertical rod tine.
yam{ V
lf7oath -T me back when. necessary) Shorn water table elevations on darn -site borings.
4= jo Sc
,/O�ll SG
,lr-/2�CL
BORINGS MADE BY
/3-),f GL.. rs

U. :�,. Ueparrcm n t OT Agr Mu i curt
Soil Conservation Service
September 1980
Fi' e• Code: 210
A
HAZARD CLASSIFI6ATION DATA SHEEN' FOR DAMS ;
Landowner /!'} £ A Fa s Countyaw,_PsorJ
Community or Group No: T i3 �:- Conservation.- Plan; -No..:-.-.
Estimated -Depth of Water to Top of Dam Ft.- Length of Flood Pool _ Ft.
Date -of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the -paint of estimated minor effect
from sudden dam failure.
-� Est. E eV.--.:s evation
• Kind of- :_Improvements:_. of Breach
Reach; Length: Width: Slope: Land Use Improvements, Above ;..-:,..1_oodwater Abc
flood Plain: Flood Plair
Ft. Ft. Ft. Ft.
of
• J .
Describe potential for loss of life and damage to existing or probable future downstrei
improvements from a sudden breach gWMEN VATTIMF - OR STRrrc IRR wTTJ NOT RNDANME
LIFE OR DAMAGE PUBLIC TRANSPORTATION, S
Hazard Classification of Dam (a, b, c) (see .NEM-Part 520.21) �v4.
Dam Classification (I, II, III, IV, V)
By
Iname title)
Concurred B-�) c _
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date 1117 q1 --

WASTE UTILIZATION PLAN
----------------------
Owners name--:M & A FARMS County:SAMPSON
Mai! Address-:CLINTON
Type of production unit----:FINISHIN8
[ype of waste facility-----:Anaerot
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the desi3nem!
level, it must be land applied at a specified rate to prevent
poi|ution 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 soi| 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 maximize the fertilizer va|de 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 no saturated soils or on land when the surface is
froze:. Either of these conditions may result in runoff to
surface waters. 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
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:
----------------------------------
2680 animals x 1.9 tons waste/anima>/yr= 5092 tuns
total waste

Pa8e 2
Amount of Plant Available Nitr'gen froduced Per Year:
-----------------------------------------------------
2680 animals x 2.30 |bs. N/anima|/year = 6164 <bs./yr
Ava}|abie N
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. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every, 6
months.
Tract Field Sol! Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
----- ----- ----- ----- ----- ----- ----- ----- ------
90O0 2 NoD 6 7 Tons 400 15.5 6200 MAR-AUG
----- ----- ----- ----- ----- ----- ----- ----- ------
Total 15.5 6200
Available Nitrogen 6164
Surplus Or Deficit -36
Crop codes: 1=Cerea| grain; 2=Corn; S=Fescue; 4=RanSe Gr. Bermuda
5=Coutrol Grazed Bermuda: 6=Haviand Bermuda
Narrative of Operation:
-----------------------
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
Ca|| the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate Prior to applying
waste.
Prepared by:
Name Title Date
Concurred in by:
Producer Date
(Copy to producer*and copy to case file)

^ ^
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE SRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES; SEPTEMBER 15 TO NOVEM8ER 30
0 LBO. 'PE,uS/\COLx' DAHI8 GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
20 LBS. HULLED BERMUDA GRASS @ 8 LBS.//\C.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE SNURSERY FOR FESCUE)
0 L8S. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS. ________________________________________________
APPLY THE FOLLOWIN%
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE lNSTALLED PRIOR TO SEEDING SHAPEALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4INCH ^
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
VH SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTIN6,
1. PENSACOLA DAHIA8RASS IS 8LOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT (]
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS 19 ESTABLISHED.

�
x
/
' !
M & A FARMS
EARTHWORK COMPUTATION SHEET
EXCAVATION
+----+------+-------+-----+----_-----+
/STA.| END fSUM OF | DIS.1 DOUBLE |
| 1 AREA |E.AREA | | VOLUMN <
+----+-_----+------_+_-_--+----------+
11` 621 0|------- +----- +----------+
+----+------+ 1586| 28| 44408|
~ ' 21 901 1586|------- +-----+---------- +
+----+...... + 22101 60| �198600|
31 150/ 1724|------- +----- +----------+
+----+------| 34481 531 1827441
41 2031 1T24|------- +----- +-----------
+----+------+ 37541 5| 18770|
51 2081 203O}------- +----- +----------+
+----+------+ 40601 121 48720|
61 2201 2030|------- +-----+..........
+
+----+------ + 20301 357 710501,
71 255| 0|------- +----- +-----------
+----+--�----+ 01 -255: O|
S| 01 O|------- +----- +----------+
+----+------+ 0/ 0| 0|
91 0| 0|-------+-----+----------+
+_---+------+ o| ch
101 01 0|------- +-----+------_---+
++------+
11l 01 0f------- +-----+----------+
'+----+------+ 0| 0; 0|
121 O| 0|------- +-----+----------+
+----+------+ of 0| 0|
131 01 0|------- +-----+----------�
+---- +------ + O| 0| 0|
141 of 01------- +-----+----------+
+---- +------ + O| 0| (h
151 01 O|------- +-----+-------_--+
+----+------+ 01 0| 0''
161 01 0|------- +-----+----------+
+----+------+ O| 01 0|
171 01 0|------- +----- +----------+
+----+------+ 01 0| 01
181 0| 0|------- +-----+----------+
+----+------+ 01 O| 0|
i9| ()1 01-------+-----+----------+
+----+------+ of 011 01
201 0| 0|------- +-----+----------+
+----+------+-------------+----------+
|T0TAL 1 564292|
__------------------------ +---------- +
DOUBLE VOL /2 = 282146 CU. FT.
----------
VOLUME = 10450 CU. YDS.
----------
COMPUTED BY Hank Say DATE 10/28/91
---------------------- -----------

----- +--------- ------------------
+----------------- +--_----+---------------- -------- +
+-_-----+
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11�| 2O0�
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5546|
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51484|
|
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54657|
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�58�|
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+---------
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+--__--+
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----�-----+------+-----+----++-----+----+-----+---'---+------+
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U.S.
OF AGRICULTURE
SOILC8N��ER�ATION SERVICE
{
MAME:
& A Farms
.M
EARTHWORK COMPUTATION SHEET
�
EXCAVAT�ON
DOR88WED AREA
+----+------ +------- +-----+---------- +
|STA.| END !SUM OF ) DIE.! DOUBLE 1
| | AREA |E.AREA ! | VOLi2it"11N |
+_---+...... +....... +-----+-------_--+
11 01 O|------- +-----+-----------
+.... +...... + 2611 30! 783W
2! 301 2611------- +----- +----------f
+----+------+ 5451 20| 109001
50/ Z8*;------- +-----'~------------
---- +------| 573| 50| 286581
41 1001 229|------- +----- +----------+
+----+------+ 289| 801 231201
51 1801 0f------- +-----+----------+
+----+------+ of -180| 01
61 01 0f------- +-----+----------+
+----+------+ 01 01 0|
71 0| O|------- +-----+----------+
+----+------+ 01 0| 0|
81 O| 0|------- +-----+----------+
+----+------+ of 0| 0|
91 01 O|------- +-----+----------+
+----+------+ 01 0) Q!
101 01 0|------- +-----+----------+
+----+------+ 01 0w, 0!
11| O| O|------- +-----+----------+
+----+------+ 01 0| 0|
121 O| 0|------- +-----+----------+
+----+------+ 0| 0| 013
131 of 0|------- +-----+---------- +
+---- +------ + 01 0| 0|
141 01 0|------- +-----+-----------
+---- +------ +' 01 0| 0|
151 of 0|------- +-----+----------+
+----+------+ 01 0| 0|
0|------- +----- +-----------
------ + 01 0| 0|
171 0! O|------- +----- +----------+
+----+...... + 01 0| 0|
18| 01 0|------- +-----+----------+
+---- +...... + 8| 0( 0|
191 O| 0|------- +-----+----------+
+----+------+ 01 0| 01!
201 01 0|------- +----- +------~---+
+----+------+-------------+---_--_---+
!T0TAL | 705001
-------------------------- +---------- +
DOUBLE VOL /2 = 35250 CU. FT.
VOLUME = = 1306 CU. YDS.
----------
COMPUTED BY Hank Gay DATE 11/6/91
-------------------- ---------
NC-ENG-12

I
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U.S. DEPI. OF AGRICULTURE
I
NC-EN8-12:
�
NAME: 'M '
a A FARMS
ADDRESSm CLINTON
EARTHWORK CGMPUTATlON SHEET
EMBANKMENT
TOP WIDTH: 12 FEET
TOTAL SLOPE: 5.5011
+---- +...... +-------+-----+----------+
|GTA.| END |SUM OF | DIS.| DOUBLE |
| | AREA |E.AREA | | VOLUMN |
+----+...... +------- +----- +...........i-
ll01 0+------- +----_+----------+
+----+------+ 47| 1| 471
2� 1� 47/------- +-----+----------+
+-�--+------+ 941 131 1222|
2+! +7|------- +..... +------_---+
+---- +------ + 4341 96P 416643
41 1101 387}------- +-----+-------_--+
+----+------+ 5871 601
51 1701 2OO(------- +..... +............
+----+------+ 4001 881 352001
61 2581 200|------- +----_+----------+
+----+------+ 200/ 1| 200|
T/ 2591 0|------- +-----+----_-----+
+----+------+ (}i -259i 01
81 01 0/------- +----- +----------+
+-_--+------* 01 0| 0)
9| 0| O|------- +----- +-----------
------ + of 0| 0|
101 01 0|-------+-----+_--_--_---+
*----+------+ 01 0( 0|
11| of 01-------+-----+----------+
+----+------+ of
12| 01 0{------ �+----- +----------+
+----+------+ 01 01 0/
131 01 0|------- +----- +----------+
+---- +------ + 01 011 01
141 01 n|------- +-----+----------+
+---- +------ + 01 01 0!
151 O| 0}------- +-----+----------+
+---- +------ + 01 0| 0|
161 0| 0|------- +-----+----------+
+---- +------ + 01 01 0|
171 01 O1------- +----- +----------+
+----+------+ 0| 0| 0|
181 O| O|------- +----- +----------+
+ +
---- ------+ 01 0! 01;
191 01 O|------- +---_- _---------+
+
---- + ------+ 01 0| 0-1
201 0| 0|------- +-----+----------+
+----+------+-------------+----------+
|T0TAL _ ( 113553|
-,------------------------- +--__------+
DOUBLE VOL /2 = 56777
----------
VOLUME OF EMBANKMENT = 2103
PLUS 10% SETTLEMENT = 210
TOTAL = 2313
COMPUTED BY HANK GAY
CU. YDS.
CU. YDS.
----------
DATE 10/28/91
---------

--,__-----+----_--+-___+--__--+-------+_'~__-+-'------+--- -+--
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OPERATION AND MAINTENANCE PLAN
-------------------- L ----------
This lagoon is designed for waste treatment with mnioimum odor
control. The time required for the planned fluid }eve} to be
reached may vary due to soil couditions'flush/n8 operations d
the amount of fresh water added to the system. ' an
Land application of waste water /s recognized as an acceptable
method of disposai. Methods of application include solid t
center Pivot, guns, and traveling Sun irrigation,Care shse}o � b
taken when applying Waste to DrgV5Dt runoff ���� ff f «u e
to cro�s, the field or damage
The fo)lowinn items are to be carried out:
1. It is strongly recommended that the treatment lagoon be
Pre--
charged to 1/2 its capacity to prevent excessive odors durinS
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors Solids should b covered with effluent at all times. ^ e
2. The attached waste Utilization Plan shall be followed.Th>
plan recommends sampling and testing of waste (see Attachment Bs
before land application.
� /
3. Begin pump -out of the lagoon when fluid level rea h
tion 0.0 as marked by permaoe:t markers St c es e| e»a-
the fluid level reaches e]evation 0 0 or`«P p
bef umP-out when
less than 6 feet deep (this prevents the loss Of
fluid depth �s
bacteria) , favorable
4. The recommended maximum amount to app�y per irrigation is
one (1) inch and the recommended maximum application rate i 0 4
inch per hour, s .
5. Keep vegetation on the embankment and areas adjacent t th
lagoon mowed annual|y. Vegetation should be fertilized» » e
to maintain a vi8orous stand, as needed
6.Repair any eroded areas or areas damaged bv rodents and
establish in vegetation.
7.tlA/l.surface runoff is to be diverted from the lagoon to stable
ouets
8.The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment' Health, and Natural Resourcesv Division'of Environ-
mental
Management, has the responsibility for enforcing this .

SPECIFICATIONS FOR CON5T—RUCTI0V OF WASTE TREATMENT LAGOONS
---------------------- 1 ---- ! ------------------------
CiearinS:
---------
All trees and brush shall be removed from the construction area
before any excavating or fill is started Stumps will b
within the area of the foundation f th ^ e removed
and a�| excavated areas &|| stumps » e embankment and fill areas
inch in diameter shall ^ um�s and roots exceeding one (1)
foot. Satisfactory be removed to a minimum depth of one (1)
foundation area shall disposition w1l/ be made of all debris, The
cmuankment materia,abe loosened thoroughly before p/acement of
Cut-off Trench:
------ ---------
Acut_off trench (when specified) shall be installed as shown i
the p/ans. n
Construction:
-------------
Construction of excavated and earthfi)| areas shall be performed to
o ,e*: lines and grades as planned.
materia1 Deviations prior from this w i!]aa�otbe SCS. Earthfi}l shall »«t be placed di» standing water and reasonable comPact/on of the f/`js shair beperformed by the construction equipment or sheeps-foot roller during
P|aceme»t^ The embankment of the lagoon shall oeinstalled usingthe more impervious materials, Constructiou of fill heights shallinclude ten (1O) percent for settlement, To protect areas of uosuitab(e against seepage,are encountered, they will need tobe excavated a minimum of one (1) foot
compacted with a suitab/e material (i below grade and bac�f�||ed and
e
investigation in0ormation in the p|ao-�L'SC'CH)^ Refer to the soils
Precautions should be taken durings ~«r special considerations.
c»
erosion and sedimentation, »structi»» to Prevent excessive
ve3etation:
-----------
A|| exposed embankment and other bare constructed
seeded to the Planned type of vegetation as sareas sha// be
construction, »o» as Possible after

U. S.. DEPARIN&T OF AGRICULTME
SOU COMOMation Swvice.
Rev. 1/91
I I
PLAN OF EXCAVATED WASTE STORAGE PIT
NAM e A LL
Date:
county: —A 6-4
Address:— 4,l
I else
AVE. MF ILEV. Bev
/*qti
lop
97"
AVE. mr7ou ELEV.-
is" back for v*tum Calculatfam)
Use of facility:
capacity:_ ­
caFt3
Soil Type:
Bench Mark Dascript On . ..
d. ...-
50 j­­
0 5444;
391ev.
47. c,
glev.
;s 9
+
Elev.
(+)
Elev.
(+)
M
Ft.
ziev.

a
TYPICAL VIEW OF ;A ONE -STAGE LAGOON SYSTEM
Confinement Building To Width o1
P,,..:..,...
op
Settled Top Elevation
Fluid Elevation Sq D
Pit
r� SS 2 b.:
s -
r
TREATMENT
r' LAGOON
" ripe (Needs to be adequately
supported) Depth
Bottom. Elevation
0.
C

" m
USDA -SOIL CONSERVATION SERVICE UNITED STATES
303-D EAST RONAN STREET DEPARTMENT OF
PHONE (919) 592-T963 �8RICULTURE
. .
= -----------------------------------------------------
OPERATOR:
g,2-����
Please review the attached plan and' specifications carefui|y. \ -~
Retain this p an for ;our use and records. 't s strong}y
recommended that you, your contractor and the Soil Conservation
Service personnel are in agreement as to bow the waste !aSoon
is to be co. structed. SCS persoonel will meet with all
concerned parties and walk over the site to exp1ain all flags
and markings. It is important that everyone understands what is
expected so that final construction meets plans and
specifications and the job can be cert fied for payment (if ACP
cost -share is involved).
The pad dimensions and grades are the best estimate. The
builder ok contractor is responsible for final layout and
design of the pads. SCS personnel w || assist in a limited
capacity, as its major concern is the prope design and
onstruction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates. The design will attempt to balance
cuts and ,i\(s as close as possible. I! additional material is
required afte constructio', is romplete on the lagoon, the
contractor and owner wi/i ne3otiate on t e price and location
of the borrow area.
it shouid be noted that certification of the a800n will depend
upon a| spe'ifications being met. Important items include
length, width, depth, slopes, topsov! placement, correct
elevations (top' bottom, discharge pipes), and seedin6.
NOTE: SINCE THE CUT & FILL RAlIO IS SO SMALL IT IS SUGGESTED
THAT THE BORROW AREA BE LOCATED NORTH OF LAGOON SITE.
Design Raquiremen 226453 cu.ft = 8387 cu.yds.
--------- ---------
Estimata of Excavation: 171923 cu.ft = 6368 cu.yds.
--------- - ------
Estimata of Pad: 58375 cu.ft ` 2162 co'yds.
--------- ---------
Estimate of Dike 139482 cu.ft = 5166 cu.yds.
--------- - -----
Estimate of Topso | Required: 180 cu.yds.
-------'-
Job Cl ass II
----- ---
Des\8ned By
,
-
--------�-------
-
�
---!10PL
Date
/U| +�'�O*]
- "^°^'
N1--i3rQue;3ly
Regional OPemgons Sea.
Design Approvy!
-�y1f
�51--

WASTE MANABEMENT SYSTEM
FOR
M & A FARMS
TABLE OF CONIENTS
1. Cuyer Letter
2. Soils Map
3. SCS-EN8-538 (Boil Investi3ation)
4. NC-EN6-34 Hazard C|as3ification
/
5. Lagoon DesQn Data `
6. Nitrogen Content & Acres Needed 7or Effluent Disposal
7. Waste Utilization Plan
S. Seedin8 Spocif}c.bons
9. Lagoon Size Computations
�0. NC-EN8-12 (Excavation)
1�. NC-EN8-12 (Embankment)
12. NC-EN6-12 (Pad
13. NC-ENS-40 (Plan o^ Exnavat on WasUe Stora8e LaSoon
14. Typical View of A One -Stage Lagoon
15. Oporation and Maintenance Plan
16. Topographical Map W/LaSoon & Houses
17, Cross -Sections of Lagoon & Fad

365-
37'p
B
370
-
'`• t _
WIM {
�.365

i
U. S. DEPARTMENT OF AGRICULTURE
SCS-ENG•538 SOIL CONSERVATION SERVICE
Rev. 5-70
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
M C A FAR s DISTRICT S AM Pson
FARMER'S NAME
DATE _ t /z 9 f COUNTY
S. C. S. PHOTO SHEET NO.
WORK UNIT CLtnTo►7
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE - ACRES S N o WAee 141>1350n
WOODLAND ACRES TOTAL ACRES POND CLASS WORD UNIT CONSERVATIONIST
SI{ETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 111= feet;
Locate reference point on center line of dam and identify an stretch.
HOW BORING NUMBER AND PROFILE
SHOW
Make and List dam -site and spillway borings first - then panded area and borrow pit borings - separate with vertical red line.
/Cantinued on back where necessary) Show water table elevations on darn -site borings.
"I",
-
ISM,
010100011010:
INS
WINNI
BIN
.
IMIE
BORINGS MADE BY GLERh
.1�rW C4
L i 1= TOn SIGNATURE & TITLE
TgCHn

M & A Farms
'ME:
DDRESS: Rt. 1
C|inton, NC
28328
WIR[0UYTlCmx
.
------------
a two house
1240
head
topping
,operation
ike and Anthony Bass
p}an
to
construct
US
421.Th.r�
=
are 23
Mt.
Gilead
Churchon
ocated aPPr«:^ 2
miles
North
of
the |agoon^
volume
for
this
tract
to rece�ve
waste
from
cres of crop}and on
has not been 'Included
at owners
request.
judge
ITE CONDITIONS:
---------------
~aB) Wa3ram {oamy sand, D to 6 % s\ope.
YPE AND SIZE
)F OPERATION
}ESI8NED BY
}ATE
kPPROVED BY
JATE
ToPPi»8
1240
S. Glenn Clifton
1/04/91
DERMANENT STORA8E
Ft |b'
167400
Cu
Ft
1240 Hogs x 135 \by per hog b
1 Cu par
TEMPORARY STORAGE
40678
Cu
Ft
167400 ibs of animal x 1.35 cu. ft. of
waste per day
per 1000 \bs of animal wt. x 180
days
RAINFALL LESS EVAPOR&TION
18375
Cu
F�
7" X 31500 sq. ft. surface area per 12,per ft
DAY STORM
RAINFALL - 25 YR. 1
ft
18375
Cu
Ft
7" X 31500 sq. ft, of surface area per 12" per .
22 6453
Cu
Ft
DESIGN STORAGE NEEDED -------------------
--_-_---------------
STORAGE + TEMPO8ARY STORAGE +
RAINFALL)
8387
Cu
Yds
(PERMANENT
-----------------
230400
Cu
Ft
DESIGN STORAGE AVAILABLE--------------------
8533
Cu
Yds
244828
Cu
F t
TOTAL STORAGE -----------------------------------------------
RAINFALL + 25 YR)
9068
Cu
Ft
(PERMANENT STORAGE + TEMPORARY STORA8E +
AND URINE PRODUCTION
MANUR'E
2356
T./yr.
1240 hogs x 1.9 tons per year
IN WASTE
NITROGEN
167400 |bs of an\!oa| x .48 |bs x 365
�
day/yr. ^
29328
lbs/yr.
per 1000 |bs of animal wt.
N =
PHQSPH[)F�QS IH WASTE
167400 lbs of animal x .14 \bs x 365
day/yr.,
p =
8554
{bs/yr,
per 1000 |bs of animal wt.
POTASSIUM IN WASTE
167400 }bs of animal x .21 lbs x 365
day/yr.
per 1000 |bs of animal wt.
K =
12631
lbs/yr.

0��E: . M & A Farms
4INIMUM LAND AREA NEEDED FOR LIQUID APPLICATION
. ,
SMALL GRAIN 29 ACRES
19 ACRES
BRAZED FESCUE 15 ACR
BRAZED TIFTON4--4'.. 11 ACRES
CONTROLLED GRAZING
COASTAL BERMUDA6RASG 9 ACRES
HAYLAND
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEI6H IS MAKIN8 SOME TEST ON A LIMITED BASIS. YOU SHOULD
CONTACT.
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEI6H N.C. 27611
FHONE: 919-733-2655
WHEN �PPL.YING THE E�FLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION.
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE 8ROWIN8 SEASON.
BEGIN PUMPINS THE EFFLUENT WHEN INVERT OF OUTLET PIPES
THE FLUID LEVEL REACHES -------------------------------
DO NOT LOWER THE FLUID ANY 4 FEET BELOW OUTLET PIPES
LOWER THAN ______________________________
AMOUNT OF NITROGEN AVAILABLE PER YEAR:
1240 ANIMALS X 2.3 LBS N/ANIMAL/YR = 2852 TOTAL N
_---_ -_-
Vll,,),,,3r0 u a! j ty
Regional OpmmdonmSection

il_ S_ Denartment of Agriculture
Soil Conservation Service
t_ r
NC-ENG-34
September 1580
Fi' a Code: '210
HAZARD CLASSIFICATION DATA - SHEET - FOR DAMS
Landowner A4.0- A FAPAS County SAfArson
Community or Group No.. T6 i_ Conservation Plan No.
Estimated -Depth of Water to Top of Dam 7 Ft.' Length of Flood Pool Ft.
Date of Field .Hazard Investigation 12 2 0 9a _
Evaluation by reach of flood plain downstream to the point of estimated.minor effect
from sudden dam failure.
Reach: Length: Width: Slope_:_.
Ft. Ft.. %
2
3 ,
- Est. Elev.,­: st: evation
Kind of :Improvements: of.Breach
Land Use Improvements : Above loodwater Above
Flood Plain: Flood Plain
Ft.
Describe potential for loss of life and damage to existing or probable fulCure downstream
improvements from a sudden breach
A 0 FAt►.oitE OF L ADT E,jaAn6ER OA . ©A44A,66
�gLl C 1� � pd4 iA f©Y3
Hazard Classification of Dam 4A b, c) (see NEM-Part 520.21)
Dam Classification (I, 0, III_, IV, V)
By CGS t v, bw JC$_,� .
name title
Concurred By ¢— -z),C,
name titiej
NOTE: 1. Instructions on reverse side_.
2. Attach additional sheets as needed.
Date 12[2o1.9e-)
Date_�j_1j %, f .

ATTACHMENT A
Page 1
WASTE UTILIZATION PLAN
ProducerR _ M e A FAega;1 _ county SAmnon
Address k4. i Ctrn torn ITC Kind of operation StW # n
Type of "Waste Facility LAG:o6rN w
Your animal waste management facility has'been designed for a
given storage capaciy . 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
�_n 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 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
he 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 potental. Waste shall not be applied to
land 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 waters. Wind conditions should also be considered to
avoid.,drift and downwind odor problems. To maximize the value
of nutrients for crop production and to seduce 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:
mount of_ -Waste Produced Per Year:
_.1l�_animals x 1:9_ r :caste /animal/yr = 2.3_total waste
produced.

AT.T- M "IL"'IEZ T A
Page 2
Narrative.cf Operation
Call the Soil and Water Conservation District Office after you
receive- -waste _analysis report try obtain the amount :per -acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by C - C t"- �,,� �" _ r o7 rgl
Name`. Title Date
Concurred in by
"Producer Date -
(Copy to producer and copy to case tits)

NAME: � M & A Farms
NEEDING SPECIFICATIONS
^� *
AREA TO BE SEEDED
APPLY THE FOLLOWING
USE THE SEED MIXTURE
INDICATED
( >
( >
( )
( )
( X )
( )
( )
;0.5?\C. ^
500
LBS.
10-10-10 FERTILIZER
1
TONS
DOLOMITIC
LIMESTONE
0
BALES
SMALL
GRAIN
STRAW
25
LBS.
FESCUE 8AAS9
17.5
LBS.
OATS
25
LDS.
BAHIA GRASS
2
LBS.
WEEPING LOVE
GRASS
6
LBS.
HULLED 8ERMUDA
GRASS
10
LBS.
UNHULLED
BERMUDA
GRASS
25
LBS.
RYE (GRAIN)
DIVERT ALL WATEl"--'---, TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1800 FT.,
T.B.M. ELEVATION 50.00
DESCRIPTION Nail in Gum Tree located approx. 30 feet
South of D 4+00 marked with ribbon.

U. S. DEPARTMENT OF AGRICULTURE NC-ENG-h1
Soil Conservation Service 5/83
LOCATION CODE
PLAN OF EXCAVATED WASTE STORAGE POND
NAME M £ A FAPMS ACP # DATE 01107191 DISTRICT SA4 PSO;
(SEe Ska=iC 14
LENGTH
SIDE SLOPE —TO 1
�q Ave. TOP ELEV.
MID D SECT 1vR
i----_ 1
AVE. BOTTOM ELEY. /
ENGTN
Volume - depth Earea of top) + (area of bottom) + (4 x area midsection = 230__�___�}60 Cu
5
Vse of facility A.W. AG0611
Capacity 177-33i Z Gallons
Volume Cost -sharing Cu. Ft.
Soil type WA 8 WAG1eAFA
B. M. description A « ink 6uMi2e E
Lor_#.rcD Affpo2r_.3D Freer ,$nrr 14 &V'
SMMO n D %I-+0& AAAeKC- Q-1 2tafien-
Elev. 50.00
SUMMARY
• Bottom
Elev.
+-1.0
Normal liquid level
Elev.
5g,o
Storage for normal precip.(Ft)
+
Maximum liquid level
Elev.
59.0
Storage for:
25 yr. freq. precip.
(Ft.)
+ 1.0
Crest ESW
Elev.
Stage (Ft.)
Freeboard (Ft.)
Top of Dam
+ J.O
Elev. gc%d

rv►c14 rA1Cnt5
5AA09"On Co.
Confinement Building
. P.
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width.
Fluid Elevation 59;0
it
�i SS! -
Settled Top Elevation Gj,,-
►� TREATMENT l
LAGOON
i u �
Pipe (Needs to be. adequately Depth = U___
supported)
Bottom Elevation 4Z•Q. __ _ ��
F.`
SS ` 3•
V..

JAME: M & A Farms
DEPTH [AREA OF TOP + AREA OF DOTTTOM + 4 X AREA OF MIDSECTION]
--------- --------
------------------ -----------------------------
/OL'UME �
' 2�
DEPTH [ L. X W + L. X W + 4 X L. X W 2
--------- --------
------------------ ---------------------
�OLUME ~
27
6
12.0 [ 165 X 170 + 105 X 110 + 4 X 135 X 1403
= --------- ---------- - ---------_-_-------------__---_---------
�OLUME
6
27
12.0 [ 1152003
VOLUME = --------- --------
6 Ti,
230400 CU. FT.
�QLUME = ---------
27
VOLUME = 8533 CU.YDS.
1723392 GAL.
31500 sq.ft.
226453 cu, ft. needed
INSIDE TOP MEASUREMENTS 175 FT. X 180 FT.
SIDE SLOPES 2.5:L

i.S. 007 OF AGRICULTURE
301L CONSERVATION SERVICE
NC-EN8-12
EARTHWORK COMPUTATION SHEET
EXCAVATION
QAME: M & A Farms
%DDF&ESS: Rt. 2
C1inton,
NC 28328
+----+------+-------+-----+-----
----+
!SUM OF } DIS.|
DOU8LE �
|STA.< END
� | AREA |E.AREA ( \
VOLUMN �
+----+------ +------- +---_-+----------+
1| 0� 0|-------+-----+----------+
15871 30|
4T6101
+----+------+
------- +-----+-----------
2+00
21 30| 158T|
� ------+ 28381 751
21M0!
2+O0
3| 1051 12511------- +-----+--------------
21791 201
435801,
+----+------|
928|------- +----- +-----------
3+00
41 1251
12971 251
32420
+----+------+
3+25
51 1501 369|------- +----- +----------+
+----+------+ 3691 20|
7380,
61 1701 ------- +-----+----------+
+_---+------+ 01 -170|
0i------- +----- +----------+
0|
7} 0|
+----+01 0|
0|
8i ()| 01-------+----- +---------------
+---- +------ + 01 . 0|
01
91 01 01-------+-----+----------+
+----+------+ 01 0|
0|
O|------- +-----+----------+
+----+------+ 01 0|
shi
11| 01 ()|------- +-----+-----------
+----+------+ 01 W
O|
01 0|------- +-----+-----------
121
0|
01
+----+------+ 01
01------- +-----+----------+
131 01
+----+------+ O!
0|
141 01 0|------- +-----+----------+
+-__-+---'--+ 01 01
0|
151 01 0|------- +-----+----------+
+----+------+ 0| 0|
0|
161 of 0|-- ---- +----- +----------+
01 0)
0|
+----+------+
171 ()( 0}------- +-----+----------+
+----+------+ 01 W
0:
181 01 0f-----------------+
01
+----+------+
+----------+
191 01 0|------- +-----
+----+------+ 01 01
01
20| 0t 0(-------+----- 0 ---------
-+
+.... +...... +------------- +-----------
K0TAL >
3438451
+------------------------- +----------+
DOUBLE VOL /2 =
171923 CU. FT.
----------
VOLUME =
6368 CU. YDS.
---------
COMPUTED BY Glenn Clifton DATE 1/03/91

DT7PT OF A8RICULTURE
�OILCONSERVATION GERVICE
4�ME� M & A Farms
ADDRESS:
EARTHWORK COMPUTATION SHEET
EMI�ANKMENT
TGP �IDTH: 12 FEET
TOTAL SLQPE:
+----+--_---+-------+-----+------_---+
!STA.|
END |SUM
OF � DIS'�
DOUBLE |
VOLUMN |
+----+-----_+------_,--_--+----------+
1| 8|
0+-------+-----+----------+
2� 50�
15/-------+-----+----------+
8| 130�
61|-------+-----+----------+
4| 190|
129|-------+-----+----------+
278|
10|
2T8O|
+----+------+
�| 200�
149|-------+-----+-------�---+
-------+
6\ 240|
171|-------+-----+--
23400|
7� 300|
219|-------+-----+----------+
+----+------+
491|
45|
22095|
8\ ��45|
272|-------+-----+--------�-+
9| 395(
331�-------+-----+----------+
10| 455|
465}-------+-----+----------+
+----+------+
967|
35|
33845|
11| 49�|
502|-------+-----+----------+
+----+------+
T21|
25�
18025}
12� 515|
219|-------+-----+----------+
13� 56O|
1T1�-------+-----+----------+
14| 580|
129|-------+-----+---
------+
15| 630|
92|-------+-----+---�------+
16i 660|
61�-------+-----+----------+
T6|
60|
A.
+----+------+
7-D�|
T70.�
<��-------+-----+----------
+
19| ��|
0|-------+-----+----------+
�-_--+-----.--_---_-------^---_----_-+
�T0TN~
+-------_-----------------+----------�
VOLUME OF EMBAHKMENT = 4696
PLUS %O% qETTLEMENT = 4T0
TOTAL = 5166
----------
CO�P�TED 8Y Gienn C|ifton DATE
1/03�91
---------

J.S. DEPT OF A8RICULTURE
NC-EN8-1�
NAME:
ADDBESS:
EARTHW[�K COMPUTATION S�EET
1PAD ^
M&AFarms
Rt. 2
C|�nton,
NC 28328
+--_-+-_---_+-------+-----+-----_----+
END �SUM
OF | DIS.|
DOUDLE }
ARE& E.AREA
|
�
VOLUMN |
+---_+------+----_--+-^---+-_--------+
245�-------+-----+----------+
D+10
1� V|
�9001
2| 10| 245|-------+-----+----------+
D+10
E
3| 90| 222|-------+-�---+----------+
E+TO
41 1601 384|-------+-----+----------+
F
5| 190| 411|----
--+-----+----
-----+
0
+.... ---------+
+----+------+
0� -210�
0�
7| 0| 0|-------+-----+----------+
8| 0| 0�-------+-----+----------+
9� 0| �|----�--+-----+----------+
10| 0| 0|-------+-----+----------+
11| �0| O}-------+-----+----------+
12� 0� 0�-------+-----+----------+
13| 0| 0}-------+-----+----------+
14| 0l 0|-------+-----+----------+
15\ 0� 0|-------+-----+----------+
16� 0| 0|-------+-----+------
---+
17| 0| 0|-------*-----+----------+
18| 0� O|-------+-----+----------+
19� 0| {�|---
-�-+--
- -
--------+
20| 0| 0|---
-+----
�----------+
+----+------+..----_''-'---+--'-
----'+
|T0TAL
+----_------_-------------+----------+
�
116T50�
DOUBLE VDL
CDMPUTED Li 8ienn C|iftoo
----------
'
= 2162 CU. YDS.
----------
DATE

A FAR rAS
CoTo PfoOSES AAb LAS
.5AftP--8ft C-4.