310354_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee
1. Farm Number: 31-0354 Certificate Of Coverage Number: AWS310354
2. Facility Name: Paradise Hog Farm & Camp Branch
3. Landowner's Name (same as on the Waste Management Plan): Rodney Zollie Kornegay
4. Landowner's Mailing Address: 113$ Red Hill Rd
City: Mount Olive State: NC Zip: 28365
Telephone Number: 919-222-3650 Ext. E-mail:
5. Facility's Physical Address: 398 Popeye Rd
City: Mount Olive State: NC Zip: 28365
6. County where Facility is located: Duplin
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"): Murphy -Brown LLC
10. Operator Name (OIC): Rodney Zollie Kornegay Jr. Phone No.: 919-222-3650 OIC #: 990012
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish 4,896
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.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
OZ. CB
iOfs /9` '
G 441
4�fd 04' 6
68,780.00
19.00
1,4 I PHF
fO/ it /
Ct4..
Sija S 3
6r Doe
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), ;caned by the owner and a certified technicaLsnecialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP Items above to: 2019PermttRenewal®ncdenr.gov

rtN
PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
WASTE UTILIZATION PLAN
Zollie Kornegay, Jr.
1138 Red Hill Rd.
Mt. Olive, NC 28365
[phone]
Feeder - Finish
4896
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed oefore each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
gro'r ing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
tecnriques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 ;adopted by the Environmental Management Commission.
Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
4,895 animals X 1.9
(tons) waste/animal/year = 9,302 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
4,896 animals X 2.3 lbs. PAN/animal/year = 11,261 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) *based on historical pumping records, Tech
lagoon analysis, and water usage.
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Tract
Field*
No.
Soil
Type
Table 1: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N Month of
Per Acre Utilized Aaalication
IT4587
1
AuB
Bermuda(H&G)
255
24.2
6171
March - Sept.
T4587
2
AuB
Bermuda(H&G)
255
10.9
2779.5
March - Sept.
T4587
3
AuB
Bermuda(H&G)
255
8.0
2040
March - Sept.
T4587
4
AuB
Bermuda(H&G)
255
7.6
1938
March - Sept.
T4587
1-4
AuB
Small Grain(G)
50
50.7
2535
Sept. - April
OPTIONAL
T4572
5
Ra
Soybeans
160
10.4
1664
June - Sept.+
T4572
5
Ra
Wheat
96
10.4
998.4
Sept. - April
T4572
5
Ra
Corn
120
10.4
1248
Feb15-July
Total
50.7
15,463.50
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
No. Type Per Acre* Utilized Application
r1/4 * See footnote for Table 1.
Total
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount of N Produced
Surplus or Deficit
50.700
15,464
0.00
50.700
15,464
11,261
(4,203)
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Crop
Field
No.
Soil Type
Application
Rate (In/Hr'
Application
Amount (In.
1-6
AuB
Bermuda, Small Grain, Matua
0.6
.5-1
7
Ra
Row Crops
0.4
.5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Cali the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are wetted acres. Grower must remove at least 1/2 of bermuda growth in hay
from bermuda acreage. Past yield records indicate that one cutting at the end of the growing
season has produced more than 3 tons of hay per acre annually.
The removai of bermuda growth, and associated tonnage yields in hay vs. grazing should be
documented to prove the assumption in this plan of a equal hay vs. grazing rotation.
This field will be reached through the use of
alur - am pipe. Use of this field is optional
Producer will utilize an aerway applicator to apply effluent on this farm. If hardhose travellers
are used, producer should contact a technical specialist for instruction on proper recordkeeping.
Page 4

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

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
`rom animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Paradise and Camp Branch 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 Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event Tess
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 DEM upon request.
Name of Facility Owner: Zollie Kornegay
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: ( Please print)
Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency):
c
P.O. Box 759
Rose Hill, NC 28
Signature: te: �,?,/ 2C70,
Page 8

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r.,
r'Zo\|ie Korne8ay County: Dup|in
Date: 10/03/91
D-^'"ce to nearest residence (other than owner) : 1600.0 feet
(7
STATE LIVE WEIGHT
0 s/s (farrow to finish)
0 sows (fa'row to feeder>
14P Wad (finishin8 on|y>
� so�s (farrow to wear)
0 �ead (yean to feeder>
)-f 1417 |bs.
x
x
x
x
522 |b� ;.
135 \bs.
433 |bs.
30 1bs.
=
=
=
=
=
0 |bs
0 |bs
330*80 (bs
0 |bs
0 \bs
TOTAL STEAOY STATE LIVE WEIGHT (GSUW) = 330480 |bs
�[MU;,r. REQUIRED TREATMENT VOLUME OF LAGOON
vo|ume = 330480 |bs. SSLW x Treatment Vo|ume({�F)/ib. SSLW
r'ea�ment Vo/une1,Cp)/|b. BGLW=
Vo|usa = 3304�0 cubic eet
`.- :"*E ;OLUME FOR GLUDGE AC�UMULAT[ON
Yo|tune = 0.0 cub(c * e e t
IGJN VOL12ME
Insir,4e to,:,
|e400.0 feet ; Insid; toc, uio-an 170.0 feet
[on of dike at elevation 1.5 fe-:-t
Freenozrd 2.0 feet ; Sida s|opes
Tota! desiagoon |iqud 1ave1 at e|eva`5 feat
�f |a ion 3Y.0 fe;E.t
'
�ater taa|e e|evatio5 feet
un g uS/ng pra
SS/STD�1 SS/SIDEZ ��ENGT� ���T�
2.� Z.5 2,5
DEPTH
10,5
0
�yF� nF '�'TTom
33T.� 10T.5
OF MID�ECTION
LENGTH is WIDTH it 4
36�,8 133.8
FT.
36�81.3 (AREA OF BOTTO�1)
194606.3 (AREA O:= MIDSECTION * zt)
= LAF�EA TOP + (4*AREA MIDSECTION) + AREA Z)OTTOM] `* DEPTH/6
62400,0 194606.3 36281.3 1.8
Y7�'��E OF LASOON AT TOTAL DESIGN LIQUID LEVEL = 513253 CU. FT.

T.P1PORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width
400.0 170.0 ::ri 0i_)0 . 0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0n0 0.0 square feet
TOTAL. DA 6:7:000n0 square fw i
!J L .I i r� i •r temporary
L t p 1_f !' r.. i' Y storage period t1 to b e 180 days.
•:r ur e o
1.rt waste III
J. r produced
Approximate daily p tr o d ! f :- • �• ! ! ,: n o vt' manure e • { : � II «. ^i S S t .., ie .
• . .a r. rn 5::. ! •i t..i 1 i �r• >r.. Y .. _ t:� .. t 0.00136
r:3Imo' .} %,t L. S !^ 1. } f •• /t /r• Waste/Lb./Day �..r 1
r• :,,)'-{' ••.• 0 L b ::i a S S �-. W ,. • 1- o '!' * 1. _r 0 days
= :30705 cubic feet
!.!' W of wash water
i i t + .-y : t t t f: Z 3•r .ar C, f .f t 1 - - - i rt
-� � . � !r { .. �1.: +�f (.i � v !:+ i � r :'S l-. .7�. is � ... • i t Ia t .++ �:,:. S � .+�1 .. i�1 ; 'E% !mil , ..
6 P Ip swater us
- d f _ . aflush C :ui .iS n Plush _% _ t :g tr a t r e - i, cuat
-.
water 1.' .? accounted
,•r
i i .r...,_ --
0.0 g r: . i .: n s !• !..i a , f * . .=t) 1:, •,,L •. :: f . f - t.. ' Y 'r n +r{ sallons
per C7
.. .a •..• � -.. . .- tyi ..' {'.'. i ! : 1 S'! l t in ... v tr F' •.. .. f-i •r . ;; � s :.:. •« !:.I .,L _ i f .t +
• p ,. it i c .1 o time w ... i1 1 a . ri ` _'L . ! exceeds a .'a: ora :I • t-+:•! .'it i ::. s•.�-r amount.
rI 0 • 1 r• r_ .. t-t 7..-
:.t
✓ r.A t..G ._
7.0 in ! =+ DA .r 12 i t`t t- a r' per foot
-•:l ::1 I u i . i `:.i = ! 9 rr_' (. f': rt 5 c u b 1 r f . •»: •4r

of 2E year - 24 hnur storm
Volume = 7.5 inches / 12 inches per foot * DA
`;dime = 4250C.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A .. R070F1 cubic a ti
513. 0 cubic feet
tl +!1L• 39667 cubic feet
_+'vu 42500 cubic feet
TOTAL 162872 cubic feet
! ; a irequired volume 493352 c t_: j,•I i..
Total +ie = ': '1ti volume aVa i s .r 61 2}µ1:"= cubic
r•
�• r tyi i.l
Mir,�• ; •t• : e t . •- volume p + e i � � d - y ti • i - 4- - - �• "»` »' 1 L
+I : . . _. .r .. i�. Ir 1 . r '� I i t !•.• ! r t •.� 3 5.w •... � "_�• CL ••» 1� SJ i : � �-! +.'L ! i..I i : - _' L } arl. �_� { ! Zr fy y! i
Au elev. 46.5 feet n J I«I i I I; t
_- c. t .,ti •
At elev.
ff !r-- :. e• r- t ( e- ..i bumping)
... ...� •..' .:... i..l •.»' S» 5«. i.: 5_ •i- r'• N.: .. s ' i i i •
volume less s 2 3yr _-.4i'!: .. t:f ..m is ` itQ+7_!.... cubic feet
48.9 feet :i t rr 1/ ! f '�' I r 47606 • 'r ! .w i y � Ir . t a r: •
. � t:. tr 7 .- � �. � 1 i ... _i ;.L ; ». .. ! �.. feet lr 5 �s a tw r •� pump] 1 1 .
'�• -- -:.^water ta:::le elevatirn
t_'. r
41 u
/o/fgftf
A.' �! 1 L.. •�
it.� •j ��... �. _ - - I n i -'% ' f, ;ems j-,- -;• i• •� •-+ i -r'• .r i �•�:•� '•' - 'l{
. i_. . !- . »...... . r-t 4• h E.� Lr ink '-+ ..i I E .» I !• i.-• .- ::,.: � I ._• . . - �.....'l t •!

rnmx •
C
OPERATION AND MAINTENANCE PLAN
Th i r. lagoon is designed for waste treatment with minimum odor
H.:in cro 1 . The time required for the planned fluid 1 eve 1 to be
reached may vary due to so i I cclnd i t i ons, f 1 ush i ng operations, and
amount of fresh water added to the system.
Land ac ! i cation of waste water is recognized as an acceptable
th,:.d 1_!f disposal. Methods 1-1f application include st_t ! i set,
c ert = ipivot, guns, and
t r a v :! i,i, g u rirrigation. Care should
be
when aFtp . `yr i rl.3 waste to prevent runoff fr,_trn the fie• ! d or damage
to c:"r;'cs.
The f i, i 1 ,:!w I r:r•- 1 te"}1:: are to be carried out:
I, It is strongly recommended that the treatment lagoon mecca pr-e-•
r.ha:' '=1 =',i t!-1 1/2 its capacity to prevent excessive odors d ?i- 1 r,
�!. , •-i-char_ i ri.3 reduces the concentration of ti-ie
was7e e- ti r- i r,? tr,e• I -a. 1_11::fr{ thee.-e y reducing oc;ors. Mgt u: ti be
_ ,f F' . u e r{ t at ail times.
, : r1e a 'tac riet=: waste ut i 1 i :at i orl plan {•rla 1 1 be f•. 1 1 ,;rwe!"`i , This
i°• 7, rn -: -} r.. sampling - `I < .I o +' waste
s t e (sea
_ti »y h i.. t a f" I••. , r:._I a E: / ;Han _. •..I , i� {, i_ ^I �.J ..r and �... t L. :S lr i r: �.'� _ 1 :r•J ♦� lr C? 1 ::r t'« l:. Y". tir 1 ! ! !: r{ lr �
t afI_r-_ land a,..pl is tion.
the
pump r- '♦ tr::_r q iir I r e fluid ;'re reaches
._ e 1 , r _
I %�. ,y} I rJ , I .. rl f � i... i »t level k � i h' •�. i t ' _ r i= '. L'»
a• i= _ -? }. ' ': r }: • - di tl y p :. ; ; e - , :a. r- I•: 2 r'• s . _. .. a C u:'. , ,. -out u .. .1 I ! ,:: t
.. , •. ,_ 4 tom.''. ;' 1-t I, i 1 'j" i l 1 1 ♦ r � 1 i '}_ 1 -, r
. •.... t level reaches e I -. v a t i f_I r: 46.5
:^1...r or 1»r «' »i r.. s i , ^1 i :: ? t i- is
.. �:• r� ..} 4. .., p :y r (this +/. r. .o-. j,, tt•• loss
of {_ 1
:::pep I. � }..t i' . rr i:' t .s t i'i 1:.� ( {:I ::r r'.i <:(. ''.+ !,'I 't. :..t ! C.'
4. »i _ ; ra �. , I'. ,»• i"1 t= r'; r:: a. r . i ;�? ' ' ,1 %'. , i i { L r; 'r; t ... , =I .-t l y 7er j .. ; _! ._ - -, i
r - e c ! .I , 1f { 1 i : e ! f • L d Li.._t :.. . i c r i !_I t ! r e is t^i■ 1' !}
ic-
• w l , 1 . , . 1 i ' .. .. 9 1 ri .r : .. n ;"I ..i ! d .. .e 'r _ i t i I • . .. ! •::� - 1 ..1
t. . . i . - y_ i ri .. .y i r ,.r u s stance.
a:;'/ e r {» I ... areas ..• a. . i•'yr{ C .. r.. r_ .: .:. - -. _ ... ..!
t r : from
, Tr. C' :L i . !,.7i.ter Act 1" ;. 1.77 rj .! `! i .! 1 t i 4 h e
i r : 1_1 !a+ ti t t.: rE. U ri i .r t:" I"i States. The 1_` , a : t -ti t,_ t i it e r { t of
-- , t _ • i . _ i rHealth, tJ. rt d 14 .. t L.. • .. Resources, t, v i _. I _ ..-
??. :1ar};:.'Wear.?,' , ha the rL 5ptom,nf : tr i i i t•v for a rl f itr- . , r: R this I -.•1_,

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
Clearing:
All tree and brush shall be removed frorr, the construction area
. f':rr'e any excavating or fill is started. Stumps Will be removed
w1 t,` ri the area of the foundation of the embankment arid fill areas
:1:! - l l excavated areas. All stumps and roots exceedingone (1)
inch r: diameter shall be removed to a minimum depth 1:.f ore (1 )
•'1�:! Satisfactory disposition wilt be ma'ie of aldebris. The
Foundation _n area shall t loosened thoroughly
1 x ! 1-. 1 i t' -r 1 x_+ r! e I�r 1'' ��•, placement 1:+ 'r
•,;J ;t !l'�.u, -1t material.
Cut t f Trench:
t{ cut i 1: • i• r• e_• rl _ ri (when specified) shall be installed as in
_. .. i ._ ._ 1 1 , of excavated 1 i'i ! . e a r t i ! !: l areas :r • ii. ! Z.• ._ performed to
!
neat l!nes and grades as i-r I tnrire. d ,. D'•:v i [i.t 1::r .'3 from tnis will
• • ! . a ( 1.1 , approval or lr 1- :_ _ -3 . D.. t • 1 ! f i 1 l s x a l 1 ... ... . 1 • a l_ a •.J
•
r 4 i ri j water and r e »1 •. ..' ,••1 , e c 1:! ri i:::a c t i , ri of t h e !' 1 i•_ s n: l l be
_ ... ..e c i_. "+ :.. .. i r• _ -foot r-! a., i .. C 1-+ n :� •i: :.3 - .s.. 1 ��� r, 1 -; •" .! r `�: ' c' t� !- '-• �� r" ! l . i' !� is r!
a embankment ii f the I a l•"1!:c"' shall ! i - _ ,...'r' ' e i usins
•� • ... t: +.. .r ,. ,, i .. 1 �' ii '�ir i... , i•i l"' :y. I i , t1� � i�
' !':. +' 'v _ j s; ri l <a. �: w i •: i l C ! i r:.- •".' i ' `.., r t ! .. r , i 'i t 1 i i - -1 - ... ='L l 1.
1 i .:.r
.r 7i ( 1 0 ) percent i• r- sJ a t_ •. i'_'' : v e n t . i x"l 1 I i 1 f •L a i. t a a i rl s li s a• L! G,, . x
.. _ •i u i i _ u i '.r a b l e m ,_. . ,� i.. i •fit - Si. i r x e _ :'1 1.1 -1 •~ ,M 1•- i�i !», , ifst1` '
» •". ! `" y..t.;.n4'''NYc!.i lac.".►,7** iota�IRf.ii:�•M�:Q�I�Yys� '�+y1 ir►�L�i )r i�4x/
•:L•. . •_!. .. _ !: .� • -i i i s r� i •-1 •l• 1"! r: _. �• _ +:! ,r _ e i cd -i ti.i. .. a.. ; _ a • « 1 l l a n d
• •' rw rww�. +....�o��N.gvr...r.rww•.+w�.,.�i,rW►'.►WfI^lr.v' I. row., .I: r.I.-rs"_.•fWM.•,rt•1+✓•1�V�v�I.•Iir•,I.q, .,. 4.4
• :? .. Vitr_ = ! ti + +� n i a t f a �. _ 1_ , ." �• "a „ ": - i c • �, .1 �- + 1 l a
_ ..:,. � 1» 1 � i •I•' 1 .i 1:1 i�i i l •, >«•• �:+ c ti:r., x ... •r • ;:c i:., (' .:�. i ... +::1 �•i ... ... i•' .. • _ ; , ... n
t Z . . . , r J !.; `' . i z - - ri _s . •' i j .: 't: ' r; r1 i; 'x r, _, .• e i", eYces-,..Hvs
• } '—— _.x,..•.�. .,i•:,1v and o-.er bare constructed arels _•F,
,_I I.r I •i a ,ci : a rl ri ... .' y ; •: e of Y e . e 1, :J. t i 1_I rl ,:i.:3 soon asp 1„i . b . t•: after
r- 1:+

1nmx
�
'
WASTE UTILIZATION PLAN
Owners name--:Zo\I Je Kornegay County: Dup\ in
| Address-:Rt. 2, Box 316, Mt. O|ive
Typs of production unit----:Toppin8
�voe of waste faci|ity-----:Anaarobic L-goon
Your anima| waste management faci/itv has been desiEne�
S�ven stora8e capac|ty. When the waste reacr,es the desiSned
it must d al:
P iieu at a specified rate to preve�t
�u!|ut/on o� surface anu/or ground water. The p|ant nutrients
in the anima> was�e shou|d be useeduce tne amount of
cia| fer�i(izer re�uired for the croPs on the f|a|�s
wrere waote |s to b* appeu, This waste uti | }zp|a�
a� t:e \in|tin3 nutrie�.t. Waste sho�}d �e
!yzeo before each apn|icn cvc|s an� annu-
|
^ o encoura8e� so th'at a|| p|ant r-.utriencs can be �a�ance� ;or
recs of the crop to be Srown.
rtant in impiemen-/:3 your �aste
uti on p`a� order to mamierti | izer va�us ov
the �aste and to ensure that it �s aop!ied in an
e�virunmeanner. An aoy was�e �a�ed or tt�
of the crop to be grown and r.ne nunr|ef t�e
Domo'e an the cr��
3o!| nypes are /m�ortznt as ��ey �a'e jiff�re:t irfi�trat�o:
r:z t:e� z:d /aac�/ng ootpnt��i. Waste sha| � no� te s��� !e� t�
'��u erodinS a� �rpz.t�r than 5 t::s �e' acre �er yaa,. �o oot
a���`' wes��soi|s or o (�od wh;E.�
m71.y �esu/� !n run��f to
�n��|�
d ndor �rob�emS. To
croo procuct/onreduce
�o||utioo, the wastp s h o ut d C.iiedgrow/:3 croP o'
rp!a�t�ng, Inj�ct/n�
�r �.�king wi�i c�nser�e nutriee oo-7:r
t cor th|s type �f ,aci | /ty. Acre�Se
m rts he ure or /ess �a�ed on the wast� ys�s
t from yo�r ��as�� man�8ement fac/|itv.
T:e �esi3n nf your w�ste mana8emsnt f�ci| ity is b-a.
Amount of Naste Pruouced Per Year:
'-'------------------ ------
2*48 animais x 1.9 tons waste/anima|/yr= 4ons
tota| waste

Page
Amount of Plant Available Nitrogen Produced Per . Year:
2448 animals x 2. =10 Ibs. N!ariirnaI/year = F63O Iiss./yr
Available N
Applying the above amount of waste is a big job. You should
p i ari time and have appropriate equipment to apply the waste in
a t i `ie I y manner. Your fac i I i ty is ! es i 3ned for 180 days of>
stoage. Therefore, it will need to be pumped every
_act F i e : I:
c , i 1
Type_
2 BEE:
Crop Yiz-,ii s_tlSs. N Acres Lbs. N Month t1_
1,• »:1•a? Per A- Used _ Apply
_ y _-_- -
4 E Tons .. 7E 9.5 2612.5MAR-AUG
4 15 Tons 275 .i 4 I 4042.5 MAR-AUG
!. •-:I. 24 . t
Available . J i it ti .. .:+ a r•i
( -oi: codes: 1=Cereal .7r a . is ;-12=C!-:. r. j ;' - ": u! N .Si.:r'•..ci.rl' e i.=ir' •. i r.. :'ri�.:1.��a
L •_ i_• I 1 lr 1 1». 1 ._I . S�. .- •.J r� 1 ~ ! 1 f I.i ... _. '1 .. • !1 '.. •+iJ l .1 +1 J L� = ' • i•1 . J • .. i.
r" 'L •f i 'Y a of i _i r; r a L ion:
Soil =Z '••t i. '� ` ' Y r s Iw , r ' is i . _ r : r : F- I:..�. ;.. j r. .. 1
,... i •1 :.L ._ 1' .. .. i C!' _ :.: _ r G. I:f :ii. 'F '•-; � i i
•�, f• J L ••1 •: a.: w f
i:L i �� it ~' F- ::1, i': 'j �1 '� 1-1 i••:(-'1: ! _ .�. r . ••1 it _ a �. 1 . r ,
•
Iv _ ! �i r; !_ �l i» 1 !_1 ... 5� !' •�. '1 1..! !- ! 1 • i.• !. _ fir_. 1' i )
/o/vil 9/

•
SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
120 LBS. FESCUE GkASS 0 60 LBS./ACRF
(-BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SizIPTEMSER 15 TO NOVEMT2ER 30
120 'PENSACOLA' BAHIA GRASS @ 80 LBS/ACE
(SEE FOO1NOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 20
16 LB-. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MnST SOIL CnNDITIONS)
SEEDING DATECz ARIL 1 TO JULY
60 RYE GRAlf.,.‘d @ 20 LES./A0:E (NUFYSi::FOR (:7ESCUL7)
W LT:3E. RYE GRASS 12 40 LBS./ACR (TFN-PORARY V!7_GE7ATTON)
SEEDING DATES: DECEMBER 1 TO MARCH 3C
Lr.3,
APPLY 7::7. FOLLOWING:
2000 _as. OF 10-10-10 FEErTILIZER (1000
TCmS OF DOLONITIC
20() T.:ALES 07 SiY!AL.i.... GReCI!'l STA.',A (100 FALES/AOR:
/
ALL .i3UR!.-7A0 DRAINS SHOUL.D 2E INS7ALLED TO SEL,3. SHA?E
DIS-W';LED AREA Tir.Y.EC:..ATELq A.7-"ER MT:VIW3
APPLY LT:P,E Ai'4D FERTILIZER THE IDI';'1K TO PF:EPP.E A '3 O 4 TNCH
S:Y:OTH AF'FLv SEED C,.!LTU''ACKP
SI:Y;i:LAR EQUIPMENT. AELY r•lUiC..SECLE A f6L;Lf,:;H
TOTC. Ofl NETIG.
PENSAC:OLA :AHIIS SL.ER f0 ESTABLI
BERP:1UDA a:ZASS. WkEN LSIN.3 BA-iI;='„ IT IS T:-IAT
LBS./ACRE OF CO1'!MON [FitT c INCLUD!ED TO POVIDE COVER
IMTIL SAHIAGRASS IS ESTADLISHED.,
AYH/ VS e

Sincerely:
.
.s�v�
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
Zollie Kornegay (complete package)
Faison Smith, Murphy Farms Construction Dept. (site plan only)
Dave Roland, Murphy Farms Transportation Dept. (Site Plan
Only)

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SCS-ENG-S38
R... 5-70
U. 5. OEPARTIAEHT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION
/TO DETERMINE SUITABILITY OF PROPOSED POND SITE
L`Ab�•ao.c�r.nJ�.AI� t- K /1J1/*.Le� -
. • or ..•.. •41.7 .311.1T>_c, C.� .-, — - — — l
DISTRICT
0,—;
DATE / , -1.- / 413 _
-
COUNTY
S. C. S. PHOTO SKEET NO.--; WORK UNIT, -
WATERSHED AREA MEASUREMENTS
CROPL.A-ND ACRES PASTURE
ACRES
WOODLAND_ TOTAL
,ACRES ACRES
POND CLASS
WORK UNIT CONSERVATIONIST_
SKETCH OF
PROPOSED•POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1" Q�,
Locate referente polnl n center line o/ darn cnd Id�nly pls lkelch. feat)
\
.
•
.
1
\
��
J
.
(
r
-
•
;
SHOW
DEPTH
SCALE
MaAr and list darn•sllt
tConlinved on bock
r"
and
where
golliwog
neC.ssary)
BORING NUMBER AND PROFILE
boring; first • Owe:sanded arca and borrow pi( DOrtfCJ • separate soltA vertical red line.
Show Water table elewtions on dom•site borings.
LT)-1
2
3
II
5 I
6
8
9
I0 11
12
13
14 11
15
16
Ii
j
18
19
i 20
21
22
23
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i 1
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BORLNGS MADE BY�-� e) - 1 J SIGNATURE & TTTt_F _ C.r�

LAGOON SITE SOILS INVESTIGATION
PROJECT: P. z16
2NE6A}(
FIELD INVESTIGATION BY: eit)
COUNTY: -7>N PG/,c/
DATE: gya
SITE SKETCH
PEE? j,9ND
It'
GJc_ yp,5'
1
BORING
DEPTH 1 WT
SCALE l -�
BORING NUMBER AND PROFILE
0. 3
/'
D
/T-
y
7
? - ro'
g2dr^'/llccOlEN PA? co.' £✓...p
' v r Zis.1iJ 1# v, c f ib.,p
c.► 9-ff,¢ /t' ,r4 /AI
pie etee dfen
QRlivGs r P4016 h»ctp
WMC� 44.404. +.
pbbr+N f AND
D/At/G p f4.4
Wed 1300.,,j
1' i4,0 f g
^%
/
1— Se'
ss G.S'
6.;- /G
0- 1
S�• //'
Fr, , c4.'1:
A,ev.unl
S,a,••
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(/• ','NG - s . c P.; Loo,i. (AO
Q,Cq.•cx £JN, P1• S� 'o
BORING / SAMPLING METHOD:
-54,cew.r SIGNATURE:

Operator:KORNEGAY County: DUPLIN 1 Date: • 10/07/94
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x
2448 read (finishingonly) 522 lbs. = 0 lbs
Y x 135 lbs. = 330480 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder)
x 30 lbs. = 0 lbs
Describe other : 0
>1500 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 330480 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.00 cubic feet
4. TOTAL DESIGNED VOLUME
330480 lbs
Inside top length (feet) 362.00
Insice top width (feet) 190.00
Top of dike elevation (feet) 53.50
Bottom of lagoon elevation (feet) 41.50
Freeboard (feet) 1.00
Side slopes (inside lagoon) 3.00 : 1
Total design volume using prismoidal formula
SS/END] SS/END2 SS/SIDE] SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.00 356.0 184.0 11.0
AREA OF TOP
LENGTH * WIDTH =
356.0 184.0
AREA OF BOTTOM
LENGTH * WIDTH =
290.0 118.0
65504 (AREA OF TOP)
34220 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
323.0 151.0 195092 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
65504.0 ********* 34220.0 1.8
Total Designed Volume Available = 540496 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
362.0 190.0 68780.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 68780.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
FePPP k 14414P FiPAl uGi .Gi- in gal./day per 135 lb. ALW
1.37
VA�um� = 220480 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 603677 gals. or 80705.45 cubic feet
5A. Volume of wash water
This is the amount of fresh water used fur 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 =
Volume =
0.0 gallons/day
0.0 cubic feet
180 days storage/7.48 gallons
per CF
SC. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 40121.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 42987.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6. SUMMARY
5A. 80705 cubic feet
5B. 0 cubic feet
SC. 40122 cubic feet
5D. 42988 cubic feet
TOTAL 163815 cubic feet
�XW
tt3 o0
Temporary storage period
Rainfall in excess of evaporation
25 year - 24 hour rainfall
Freeboard
Side slopes
Inside top length
Inside top width
Top of dike elevation
:.tom of lagoon elevation >
Tht4� Pftf l#PP 4 VA.-NmP
Actual design volume >
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el. _>
Required minimum treatment volume
Volume at stop pumping elevation
Start pumping elev.
180
7.00
7.50
1.00
3.00
362.00
190. 00
53. 50
41.50
494295
540496
44. 00
49. 00
44. 00
47. 50
330480
330563
51Must be at bottom of freeboard & 25 yr. rainfal40
l
Actual volume less 25 yr.- 24 hr. rainfall==> 497509
olume at start pumping elevation
Required volume to be pumped >
Actual volume planned to be pumped >
Mfn. thickness of soil liner when required==>
>
>
>
7. DESIGNED BY: (1U17.;:
APPROVED BY: -
DAT : 10 - S - 91- DATE : 1 v/io%q 4-
470386
120827
139823
1.75
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
feet

4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. A11 surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
rft\

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
(owNFOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATICN AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equip -lent or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION C7 THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.75 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (le - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
emNin the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
file bv'yiut' titw aluipmerit use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The st'±1 liner shall be protected from the discharge of waste outlet
p4F9' 4 pgn hg, done by using some type of energy dissipator t rocks )
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other 'bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
FiRtAR f gr. PPldifg2 PPPmanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
opoNof 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 4.00 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
240. 00 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.00 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.00 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.00 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.00 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
160.00 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY .THE FOLLOWING:
4000.00 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8.00 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.00 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
Ft:Fi+'RUM GRASS.. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
WN'TTL- AAHTAGRAQF IS ESTABLISHED.

EMERGENCY ACTION PLAN
PHONF. NI JMRFR S
DWQ 9/0 - 39q- 3goo
EMERGENCY MANAGEMENT SYSTEM 9i 0 - of 96 - A/ b o
SWCD 9/0- 02q6 -a/ao
NRCS 9io-aid - A/a/
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Ate potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number. 919-733-3942. Your phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number , and
local NRCS office for advice/technical assistance phone number -
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.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: Aoc: ``'-Y Se C •
b. Contractors Address: " (IC.- a)4 % 144 f+AdC Him
c. Contractors Phone: ZA'2.- 5%6 - 2- `F -
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.
a. Name:
b. Phone:
sery �.
tem, te-eMAC. ciy
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.
3 December 18, 1996

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

rt‘
Practice water conservation —minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
. Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
;full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

rrg
proper lagoon sizing,
mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
. minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon' Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.