820024_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.
I . Farm Number: 82-0024 Certificate Of Coverage Number:
2. Facility Name: Rav Gainev
3. Landowner's Name (same as on the Waste Management Plan): Donald R Gaine�
4. Landowner's Mailing Address: 2323 King Rd
City: Clinton State: NC
Telephone Number: 910-533-3804 Ext. E-mail: ra%.gaine� asmithfield.com
5 Facility's Physical Address: 2450 Governor Moore Rd
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): Donald R. Gainev,
11. Lessee's Name (if there is not a Lessee, write "None"): /Xj#A/,C
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Tyi)es:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
BeefFeeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Prestage Fgrms Inc
Phone No.: 910-592-2104
Allowable Count
6,400
AWS820024
Zip: 28328-6019
Zip: 28328
OIC #: 19829
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
I
Ll - �6- q4
C-
29301 6q
29 39 /6
19.00
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:
/i. rhe most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to, be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
/2. A site map/schematic
'� 3. Emergency Action Plan
1/4. 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: 2019PermitRenewal(0,)ncdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215,6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: Ra V lyel 1"10 0V Title: &I �?V"
A? _� "y' 1 --)1,7
Signature: Z:) f"'I Date:
Name:
Signature:
Name:
Signature:
Date:
Title:
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: 2019PermitRenewal oancdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

APR 10 209
WSWONMY
FA0W0PMd=50dM
Roy COOPER
GOTIAor
MICHAEL S. REGAN
somwy
LINDA CULPEPPER
DiAnnor
NORTH CAROLINA
Environmentat Qutdity
February 27, 2019
Donald R Gainey
Ray Gainey
2323 King Rd
Clinton, NC 28328-6019
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Peranittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at htips://deg.nc.rov/about/divisions/Water-resources/waterNualit-, -regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure lour continued coverage under the State Non-Dischame General Permits, %ou must submit an application for
permit coverage to the Division. Enclosed �ou will find a "Request for Certificate of Coverage Faciliry Currentl) Covered b-� an
Expiriny State Non -Discharge General Permit." The atiplication form must be completed. sivned and returned bk April 3, 2019s
Please note that you must include one (1) cotk�- of the Certified Animal Waste Management Plan (CAWMPI with the
comlileted and si2ned aonlication form. A list of items included in the CAWMP can be found on pU—e 2 of the renewal
@go] ication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water QUilf"IyRegional Operations Section
Sampson County Soil and.Water Conserrmion Pistrict
AFOG Section Central Files - AWS820024
PrestaLe Farms Inc
'�e �Wa I T%is'.�, of %'.eter ReseL roes
k fftrO� :a r3
51.2 N. Se st � -y St. I ir.36 Va SeT% 'De Cer te Re -2't , N�,t Z:s, 7, ', a 27699-1936
919.737 SZX)

WASTE UTILIZATION PLAN
----------------------
Producer ----- :Ray Gainey County;Sampson
Name of Farm -:Ray Gainey Farm
Location ----- :2323 King Rd.
Clinton NC 28328
Phone -------- :910-533-3804
Type Operation ------------- :Wean -Feed
Number of Animal ----------- : 6400
Storage Structure ---------- :Anaerobic Lagoon
Method of application ------ :Irrigation
Amount of waste produced per year --------------- 2702 tons/year
Amount of plant available N (PAN) produced/year-: 3072 lbs./year
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be use
to reduce the amount of commercial fertilizer required for the
crops in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle.
Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of the
waste and to ensure that it is applied in an environmentally safe
manner:
1. Always apply waste based on the needs of the crop to be grown
and the nutrient content of the waste. Do not apply more
nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall 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 leas than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soila, 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 avoild drift and
downwind odor problems.
G. To maximize the value of the nutrients for crop production and
to reduce the potential for pollution, the waste should be
applied to a growing crop or applied not more than 30 days
prior to planting a -crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise
this plan. Nutrient levels for different application methods are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements shouid be based on the waste analysis report from
your waste management facility. In some cases you may want to have

Ray Gainey Farm
Page 2
plant analysis made, which could allow additional waste to be
applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content
and 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
Pull
Soil
Crop
Yield
Lbs. N
Acres
Lbs. N
Month to
No.
No.
Type
Code
/Acre
/Unit
Used
Apply
5102
1
NoA
S
40
4.00
6.6
1056
JUN-AUG
5102
1
NoA
WA
NIA
80.00
* 6.6
528
SEP-APR
5102
2
NoA
S
40
4.00
6.6
1056
JUN-AUG
5102
2
NoA
WA
N/A
80.00
* 6.6
528
SEP-APR
Field
No.
5102
1
NoA
C
6.1
50.00
8.0
2440
MAR-OCT
5102
1
NoA
L
NIA
50.00
* 8.0.
400
S-APRIL
5102
2
Tn
C
4.5
50.00
4.0
900
MAR-OCT
5102
2
Tn
L
N/A
50.00
* 4.0
200
S-APRIL
-----
-----
-----
------
It
rl ' 1
Total
25.2
7108
/9 0 ac_
Available
Nitrogen
(includes commercial)
3072
Asl;k-
Surplus Or
Deficit
-4036
Crop codes: Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
S=Soybeans-bu
WA=Winter Annual
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 applicator is cautioned that P and K may be over applied while
meeting the N requirements. In the future, regulations may require
farmers in some parts of*North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only
addresses nitrogen.
In interplanted fields (i.e. small grain, etc, interseeded in
bermudagrasa), forage must be removed through grazing, hay and/or
silage. Where grazing, plants should be grazed when they reach a
height of six to nine inches. Cattle should be removed when plants
are grazed to a height of four inches. In fields where small grain
etc, is to be removed for hay or silage, care should be exercised
not to to let small grain to reach maturity, especially late in
the season (i.e. April or May). Shading may result if small grain
gets too high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced yields and
less nitrogen being utilized. Rather than cutting small grain for
hay or silage just before heading as is the normal situation, you
are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the
season, depending an time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September
or early October. Drilling is recommended over broadcasting.
Bermudagrass should be grazed or mowed to a height of about two
inches before drilling for beat results.
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 buffers , filter strips along ditches, odd
areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the field listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization
of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provision for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 461 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years, you will have approximately
2304 lbs. of PAN to utilize. assuming you apply this PAN to
hybrid bermudegrasa hayland at the rate of 300 lbs. of nitrogen
per acre, you will need S-acres of land. if you apply the
sludge to corn at the rate of 125 lbs. of nitrogen per acre, you
will need IS acres, of land. Please be aware that these are
only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysisp soil
types, realistic yieldsp and application methods.

gay Gainey Farm Page 4
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate
of the soil at the time of irrigation such that runoff or ponding
occurs. This rate is limited by initial soil moisture content,
soil structure, soil texture, water droplet size, and organic
solids. The application amount should not exceed the available
water holding capacity of the soil at the time of irrigation nor
should the plant available nitrogen applied exceed the nitrogen
needs of the crop.
If surface irrigation is the method of land application for this
plan, it is the responsibility of the producer and irrigation
designer to ensure that an irrigation system is installed to
properly irrigate the acres shown in tables. Failure to apply the
recommended rates and amounts of nitrogen shown in the table may
make this plan invalid.
The following
table
is provided as a
guide for establishing
application rates and amounts.
Tract
Pull
Soil
Crop
Applic
Applic
IRR-2
No.
No.
Type
Rate
Amount
PAN
(in/hr)
(in(s))
LBS/AC
5102
1
NoA
S
0.4
1.0
160
5102
1
NoA
WA
0.4
1.0
so
5102
2
NoA
S
0.4
1.0
160
5102
2
NoA
WA
0.4
1.0
80
Field
No.
5102
1
NoA
C
0.5
1.0
305
5102
1
NoA
L
0.5
1.0
50
5102
2
Tn
C
0.65
1.0
225
5102
2
Tn
L
0.65
1.0
50
This,is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations the application amount shown cannot be
applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.

Ray Gainey Farm Page 5
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 he within the 25 year 24 hour storm storage or
one foot of f reeboard - except in the event of the 25 year 24 hour
storm.
It is the reaponaibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply
the correct rates to the acres shown in the tables. Failure to
apply the recommended rates and amounts of nitrogen shown in the
tables may make this plan invalid.
Call your technical specialist after you receive the waste
analysis report for assistance in determining the amount of waste
per acre and the proper application rate prior to applying the
waste.
NARRATIVE OF OPERATION
Nitrogen has been reduced by 20 lbs./ac. on Winter Annuals due to
residual nitrogen from soybeans.

Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Ray Gainey Farm
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 (NCDWQ) 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: Ray Gainey
(Please print)
A -
Signature: kZ12"_ efn&:jnn_t*_ Date
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: G. Glenn Clifton
(Please print:)
Affiliation: Preatage Farms, Inc. Phone: [phone]
Address: P 0 Box 4S8 Ext. 249
Clinton NC 28329
Signature: Ab�,- CL�X— Date: q't S� Zece,

'1A --Z
ZVI"
4Tf
4p'
.. dq .. . .......
iZ

SAMTSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER RESOURCES (DWR)
910-433-3300
EMERGENCY MANAGEMENT SERVICES (EMS)
910-592-8996
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 operation are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan should be 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 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 (flushing 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:

6. Contact the technical specialist who certified the lagoon.
a. Name:
b. Phone:
7- h-nplement 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

Insect Control Checklist for Animal Operations
Cause 11mi's io --Co- -I It -I -On] 1-1 s-C-C =JS
Li( Site Specific 111'adices
1:111sh Accimitila(ioll ol`_j
so ids C] Illish SY-51clilis desigiied and opcl-,jlc(j
sufficiently to 1'elljove accumulated Solids fi-0111
PlUel's as designed.
0 Remove bridghig orauctilliIjI.Iled solids a[
discharge
Lal-tiolls and Pits C_
maintain lagoons, Selfling basills and pils where
pest brec(lilighsapparew to III-illinlin 111C
cl-IIS6119 of solids to a dcp1h of no inore than 6 -
3 '11clics Over More than 30% of slirl',Icc.
Decaying �Cgciilliufl Ice.
-o%vlll m
GI _!T� hA
,Xccssive Vegelative __ i
'1111(all' ve9c(alive c0II(rOl along banks or
"Y "6' 11�
lagoolls and other impoundinews to preveill
11ccl IIIH' lafion ordecaying vcgc(alive Illatler
alollg %viller's edge Oil ill 1polindment's perimeter.
Dry Systems
Feeders Feed Spillage
a Design, operate and mu-ii—nia—in
feed systems (e.g.,
bunkers wid trouglis) to Illillinlize 111C
accumulation ordecaying wastap.
a Clem Ili) spillage Of' a "Otl(hic basis (e.g., 7 - 10
- daY i'llcl-val dill'i'19 summer; 15-30 day inici-val
Fecd Storage during Winter).
cctlllltll,ICIOIIS()fferd�icsidties —0 _R_c_d__uce____ __ — —
1110is(til-c accUlnulalion wifllill aII_d___
41.011"d i"I'llc(liale perimeter of feed storage
areas by insuring draillage alvay 1,1-0111 site
and/or providing adequate coillailill jell(
covered bill for brewers grahl and similar high
DlOislurc grain products).
0 lIIsl)cc( for and rcil'Ove of- break up nccuillilla(ed'
solids ill filler strips around 1ecd storage as
needed.
AM I C - November 11, 1996, Page I

accumulates and disturbance by animals is
minfinaL -
Maintaiu"&= rows and filter strips around
animij ' I holding areas.to minimize
accumulations of wafts (i.e., inspect for and
remove or break up accumulated solids as
Lily manure Handling umulations or animal wastes
systems
ne6dedl
0 Remove ;pillage a no basis (eg., 1 - 10'
daY Interval during summer; 15-30 day interval
during winter) whft manure is loaded for land
application or disposal.
J3 Provide for adequate drainage around manure
stockpiles.
13 Inspect for and rom6VO Or break up accumulated
wastes in filtdr strips around stockpiles and
'dling areas as needed.
For more inionnation contact the Cooperative Extension Service. Department of Entomology, BOX 7.613, North
.Raleigh, NC, 27695-7613. . Carolina State -University,
AMIC - November 11, 1996, Page 2

Swine Farm. Waste Management Od6r C'
ontrol Chddklitt
bource
Farmstead
Cause
Swine duction.
BMh & hfinimize Odor cific P ractices.
41
.
Vcgefttive or wooded buffers;
0
Recommended best management practices;
0
Cioodjudgment and common sense
Animal body surfaces
Dirty manur.e-covered animals
0
Dry floors
Floorsurfaces
Wetm.anurecovered floors
0
Slotted floom;
M
Waterea located over slotted'floors;
0
Fbeders at high end of solid floors;
P
Scrape manure buildup fiom floors;
13
Und.erfloor ventilation for'drying
Manure Collection pits
0
Urine;
N
FrequOut manure removal by flush, pit recharge,.
0
Partial microbial decomposition
or scr�pe;
13
Underfloormentilatiob
Ventilation exhaust fans
9
Volatile g4ses;.
0
Fan maintenance;
Dust
6
Efficient air movement
III
Washdown between gmups of animals;
0
Feed additives;
a
Feeder c iovers;
0
Fe6d del * ivery downspout ektendem to feeder
Flush tanks
0
Agitation of recycled lagoon
0
covers
Flush tank covers
4quid while tanks are filling
0
Extend fill lines to near bottom of tanks with
anti -siphon. vents
Flush alleys
Agitation during waste —water
13
UnderflOor flush with underfloor ventilation
conveyance
Pit rechiuie points
Agitation of re0cled -4goon
'S'
Extend recharge lines to n6ar bottom of pits
liquid while pits we filling.
with anti -siphon vents
Lift stations
Agitation during.sump t'ank
13
Sump tank covers—,
filling and ftwdown
Outside drain collection
Agi�afiofi during wastewater
0
Box covers
orjunction boxes
conveyance
AMO-C -. November 11, 1996, -Page 3

C,
Sburc6
End of dra4pipas at
0.
Cause
AgEa—d—on during wastawater
tj
Mrs to Mlnimize� Oddr Site Specifie Practiets
Extend dischaW point of pipes undemea th
lagoon..
.
Lagoon surfaces
0
Volatile gas emi So
0
Propet lagoon, liquid capacity,
*
Bi4logical mixint'
a
Conw lagoon staft'p, procedures;
&
Agitation
El
Minimum . surflice am -to -volume ratio;
a
M . .
unum agitation when.pumping;
CS
Mechanical aeration;
-13
Proven biological additives
Irrigation spiinkler
High pressure agitation;
0
Irriga Oil dry days with little or no wind;
nozzles
Wind drift
13
Minimum recommended operating pressure;
N
Pump intake near lagoon liquid surface;
C3.
Pump ftom second -stage lagoon
Storag6 tank or basin
6
Partial microbial deomposition.-
13
Bottom or midlevel loading;
surface
0
mixing while fluing;
C3
Tank covers;
0
Agitation when emptying
Basin'surfitce 'mats of solids;
0
Proven biological additives or oxidants
Sold' basin surface
mg
-6
Partial micrabiat decomposition;
0
Extend drain'pipe outlets underneath liquid
a
Mixing while filling;
level;
e
Agitation when emptying
cl
Remcevd settled solids regularly
Manure, slurry or sludge
e
Agitation.when.slif6a"ding;
0
-So dge
11 iiijection of slurry/slu s;
spreader outlets
0
Volatile gas emissions
0
Wash residu* al Manure firom spreader after use;
0
Proven biological additives or oxidants
Uncovered k4aniwe,
a
Volatile 9vis e0iissions while
0
Soil inj6cti6n of sluiiy/sludges
slurry.or sludge on field
surfaces
drying * :'
a
Soil incorporation within 48 hrs.;
C3
Spread in thin uniform layers for rapid drying;
C1 Proven'biological additives or oxidants
Dead. animals Carcass decomposition 9 Proper disposition of carcasses
Dead an'imal'disposal Carcass decomposition.
pits. 13 Complete covering of carcasses . in burial pits;
0 Proper location1construction of disposal pits
Incinerators. Incomplem combusti6n 0 Secondary stack burners'
ANC-- November 11, 1.996, Page 4

J
Ayzln� Amur
Standingwatiraround huproperdralnoge. __ . *% Site SPCeirle Pradices
facilities f', 9 9 Grade and laddscapie such that water drains
Microbial decomposition of away fiom ftcilities
� p lic
ub
-access
Addi.tionat Information :
Swine Manure Management; 60-0 iWIe_A3MP Pjkcl��f Avallible From:
S & . VCSU_,C­ou_nty —Exte'nsion �Center
wme Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine ProdwionTacility NCSU -'BAB
Manure'Managanent: Pit Recharp - Lagoon Treatment; EBAE 129-88 NCSU - ME
Swine Production FacifitY Manure Management. -Underfloor Flush - Lagoon Treatment; EBAH 1�9.gg.
NCSU-BAE
Lagoon Design and Management for Livesto "k . Manure Treatment and Storage ; EBAE 103-93
Calibration- of Manure-afid, Wastewater Ap NCSU-BAE
.p�licatjon Equipment; HBAE FAct Sheet
contro6g odors from swine Buildings ; PIH-33 I NCSU - BAB
Environmental As ' surance Program; NPFC Manual NCSU - Swine B ' xtenston
Options for MAnaging Odor; a report Epom the Swi NC Pork Piroducers Assoc
no Odor Task Force
NCSU Agri -Communications
Nuisance Concerns irk Animil Manure Maimapment: Odors and Flies , PRO1.07t 1995 Conference pwdeedings Florida Cooperative Extension
p
pa
. -1
ftz VI4
0
AMOC -November 11, 1996, Pap 5

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State, Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan. -
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
El E] 13B .0200.
17 7 Rendering at a rendering plant licensed under G.S. 106-168.7.
F] 77 Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC. Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit).. If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
F-1 [71 NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
D El 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-1 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.
AaW
Sigdature of Farm OWnerlManager
&,., , �, 4,�
Signature of Technical Specialist
Date
3-,27-/9
Date

N
Operator:Ray Gainey County: Sampson
Distance to nearest residence (other than owner):
I
.L. AVERAGE LIVE WEIGHT (ALW)
Date: 04/2)6/94
1400.0 feet
0
sows
(farrow to
finish)
x 1417
lbs.
0
lbs
0
sows
(farrow to
feeder)
x 5-12
lbs.
0
lbs
0
head
(finishing
only)
x 135
lbs.
0
lbs
0
sows
(farrow to
wean)
x 433
lbs.
0
lbs
6400
head
(wean to feeder)
x 30
lbs.
192000
lbs
Describe other ;
0
Total Average Live Weight = 192000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 192000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW
Volume = 192000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION r*et C.O"ut4L
Volume 0.0 cubic feet
a's
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
300.0
Inside top width (feet) ----------------------
140.0
Top of dike elevation (feet) -----------------
48.3
Bottom of lagoon elevation (feet) ------------
36.3
Freeboard (feet) -----------------------------
1.0
Side slopes (inside lagoon) ------------------
3.0 : 1
N: -
Total design volume using prismoidal formula
SS/END1 SS/END2 S�'YS�IDEI SS/SIDE2 LENGTH
WIDTH
3.0 3. 0 3.'.0 0 294.0
134.0
AREA OF TOP
LENGTH * WIDTH
294.0 134.0 39396 (AREA OF
TOP)
DEPTH
11.0
AREA OF BOTTOM
LENGTH * WIDTH
228.0 68.0 15504 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
'161.0 101.0 105444 (AREA OF MIDSECTION * 4)
Al
CU. FT. [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) DEPTH/6
39396.0 105444.0 15504.0 1.8
Total Designed Volume Available = 2193964 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 140.0 42000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 42000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 192000 lbs. ALW/1315 lbs. ALW * 1.37 gal/day 180 days
Volume = 350720 gals. or 46887.7 cubic feet
�B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/d'dy 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubilc.,feet
5C. Volume of rainfall in excess bf evaporation
Use period of time when rainfalli exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 24500.0 cubic feet

E.D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 24500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
46888
cubic
feet
5B.
. 0
cubic
feet
5C.
24500
cubic
feet
5D.
24500
cubic
feet
TOTAL 95888 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.0 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 3.0 : 1
Inside top 300.0 feet
Inside top width============================> 140.0 feet
Top of dike elevation=======================> 48.3 feet
Bottom of lagoon elevation==================> 36.3 feet
Total required volume=======================> 287888 cu. ft.
Actual design volume========================> 293964 cu. ft.
Seasonal high watertable elevation (SHWT)===> 44.5 feet
Stop pumping 44.5 feet
Must be > or = to the SHWT elev.==========> 44.5 feet
Must be > or = to min—req. treatment el.=> 42.3 feet
Required minimum treatment volume===========> 192000 cu. ft.
Volume at stop pumpinf 6jevatioA============> 193458 cu. ft.
Start pumping 46.6 feet
Must be at bottom of freeboard k 25 yr. rainfall
Actual volume less 25 yr.- 24 hrn rainfall=0 269464 cu. ft.
Volume at start pumping elev!t1o'n'===========i 267012 cu. ft.
Required volume to be pumped=±�=============> 71388 cu. ft.
Actual volume planned to be pumped==========> 73554 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: APPROVED BY:
DATE: Ll A DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

TO
4 -0 41-1 4(0-9 1416- 1
1+40,3+90 Di'ke 484 12.'-.'Je pik" E+40,04so
41 45 - (0
AA 0 O-qo
D, 3+50
41'4 3OD' A IK
C+SO,3+60
5
41.1
t,3 Oj 3+ bb
*"--�C+so I Otso
5"0. 00
Moil j,. CP .4 49 P4 1 A 46-
1
0. 1,
4% 41 -D 4s
foo +t)o 0+00
Diver4- S-r-Ca,.- W�+e, As SAo-,,
BY lqrraws
Neccij — 30, x IS" core
) -Is"' q,,4 ;
--,rfc,
119.1
e r
riev
3(x,3

S H. E E T _1 0 F _2
T
SPECIFICATIONS FOR C-ONSTIL-RUCTION7 OF WASTE TREATMENT LIAGOONS
----------------------------------------------------------
FOU��*!DATLILOIJ PREPARATION:
-----------------------
The foundation area of the lagoon ernbankment 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
t1ne lagoon and pad area Should be striPped and stockpiled for use on
the dike and pad areas. After strIpping, the --Foundation area of the
4 r
lagoon embankn -- �g .1 - -
I Lent and build pad shall be thoroughly loosened prior
to placing the first lift of fill. material to get a good bond.
EXCAVATION AND EARTHFILL 'Z"LACEMENT:
-----------------------------------
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. Ti he f
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.�
NOTE THE SPECIAL FEQUIREMENIT'S FOR PLACEMENT OF LINERS IN THE LINER
X -
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safe ty T aw. The height is defined as the difference in elevation
.Lj
from the constructed height to�'the downstream toe of the dike.
Precautions shall be taken during construct ion to prevent excessive
erosion and sediment -at i on�ll 1\�
L I NER: THE MINIMUM REQUIRED THICKK-TE.SS SHALL BE 1.8 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 aE measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTI GAT TON INFORMATI ON IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

M
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 ineaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being tco 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 cf the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and beAtonite 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 sectibn in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
-----------
j
All exposed embankment and otheP bare constructed areas shall be seeded
to the planned type of vegetation"as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will he removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH,

13
SEEDING EPECTFICATIO,�,IS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LES. FESCUE GRASS AT 60 LBS.I/ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS
SEEDING DATES: SEPTEMBER 1 TO NIOVEMBER 30
FEBRUARY 1 TO MARCH 310
0.0 LES. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LES. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
T
0.0 LBS. HULLED 'COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LES. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LES.
APPLY THE FOLLOWING:
2000.0 LES. OF 10-10-10 FERTILIZER (1000 LES./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTA T LED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IIINEIRIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN b,'I,SK TO PREPARE A 33 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY ' MU�CH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS, WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

PLANNED
QUANTITY CALCULATIONS
prepared for
EZ (3 Ea 1 rl. EE!! :5?-
in
Sampson County, North Carolina
Designer Lanier 03( Houston Checker
Date 04/26/94 Date
Bot Left Right Off-CL
Width
SS
Ss
(ft)
68
3:1
3:1
136.0
68
3:1
3:1
136.0
68
3:1
3:1
136.0
68
3:1
3:1
136.0
68
3:1
3:1
136.0
Lagoon
Exc.
Volumes
** EXCAVATION
CL
Dist
Area
Volume
Sta
(ft)
(SqFt)
(Cu.Yds)
72+.9
815.3
27
808.7
1+00
796.2
100
3716.2
2+00
773.9
100
6907.9
3+00
949.7
30
7970.5
329+.5
995.5
61
**
FILL **
Area
Volume
(SqFt)
(Cu.Yds)
0.0
0 . C
0.0
0 . C
0 .0
0 . C
0 .0
0.0
0.0

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
a aL a7 C3 aL ± ri F_- ax
in
Sampson County, North Carolina
Designer Lanier & Houston Checker
Date 04/26/94 Dat.e
Lagoon Exc. Volumes
TEMPLATE DATA:
Beginning Elevation = 36.3
Beginning Station 72+.9
72+.9 to 329+.5 c\3cl68/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 72+.9
ORIGINAL DATA:
0.0 / 46.1 100.0 45.0 200.0 44.9 300.0 45.9
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 46.1 100.0 44.9 �00.0 44.7 300.0 45.9
SECTION'NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 45.8 100.0 44.3 2 0 0 �., 0 44.7 300.0 46.2
SECTION NUMBER 4
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 46.7 100.0 45.7 200.0 46.2 300.0 46.9
SECTION NUMBER 5
Centerline Station 329+.5
ORIGINAL DATA:

7
Lagoon Exc. Vo-lumes (continued) 04/26/94
page 2
0.0 / 47.1 100.0 / 46.2 200-0 / 46.5 300.0 / 47.0

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
a7 (3 c-a I ri E� 3?�
in
Sampson County, North Carolina
Designer Lanier & Houston Checker
Date 04/26/94 Date
Lagoon Profile
TEMPLATE DATA:
Beginning Elevation = 36.3
Beginning Station 5+00
5+00 to 5+00 c\3cl228/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 45.6 100.0 44.7 200�O 44.7 300. 0 46.2 400. 0 47.1
450.0 / 47.1
a

Top
Width
12
12
L
17
12
12
12
12
12
PLANNED
QUANTITY CALCULATIONS
prepared for
c-:i a7 (:3 c-a ± ri EE� a7
in
Sampson County, North Carolina
Designer Lanier & Houston Checker
Date 04/26/94 Date
Left Right Off-CL
SS
SS
f t
3: 1
3: 1
40.0
3: 1
3: 1
40.0
3: 1
3: 1
50.0
3: 1
3: 1
100.0
3: 1
3 :1
100.0
3: 1
3 :1
100.0
3: 1
3 :1
50.0
3: 1
3 :1
40.0
3 :1
3 : 1
40.0
Dike Fill
CL Dist
Sta f t
0+00
100
1+00
2+02
3+64
4+64
5+64
7+26
8+28'
9+28
10 2
162
100
100
162
102
100
Volumes
** EXCAVATION
Area Volume
(SqFt) (Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
**
FILL **
Area
Volume
(SqFt)
(Cu.Yds)
60.5
231 . E
64.5
478 . C
66.0
894.1
72.7
1198.4
91.6
1459.5
49.4
1688.3
26.8
1797.2
30.8
1966. 3
60 .5

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
1Z c-a 5?- (73 c-=i ± ri c--- a7
in
Sampson County, North Carolina
Designer Lanier & Houston
Date 04/216/94
Dike Fill Volumes
TEMPLATE DATA:
Beginning Elevation = 48.31
Beginning Station = 0+00
0+00 to 9+28 d/3clllc\3
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 44.7 1'00.0 46.2
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 44.7 100.0 45.9
SECTION NUMBER 3
Centerline Station 2+01,
ORIGINAL DATA:
0.0 / .44.7 100.0 45.6
zECTION NUMBER 4
Centerline Station 3+64
ORIGINAL DATA:
0.0 / 44.7 100.0 44.9 200.0 46.1
SECTION NUMBER 5
Centerline Station 4+64
ORIGINAL DATA:
Checker
Date
0.00000 ft/ft
Famw mull; %-, -1w-r.IZWR
R 10 2019
WBWQnr"
"ionai0PwftwS9c*M
0

.1
Dike Fill Volumes (continued) 04/26/94
0.0 44.7 100.0 / 44.34 200.0 4-5.8
ZECTION NUMBER 6
Centerline Station 5+64
ORIGINAL DATA:
0.0 / 46.2 100.0 45.7 1200.0 46.7
SECTION NUMBER 7
Centerline Station 7+26
ORIGINAL DATA:
0.0 / 46.2 100.0 47.1 150.0 47.1
SECTION NUMBER 8
Centerline Station 8+28
ORIGINAL DATA:
0.0 / 46.2 1-00.0 46.9
SECTION NUMBER 9
Centerline Station 9+28
ORIGINAL DATA:
0.0 / 44.7 100.0 46.2
�i A
page 2

PLANNED
QUANTITY CALCULATIONS
prepared for
a eL a7 C3 aL i- ri c--, a7
in
Sampson County, North Carolina
Designer Lanier & Houston Checker
Date 04/26/94 Date
Top Left Right Off-CL
vJidth
SS
S-
(f t)
310
5: 1
5: 1
50.0
310
5: 1
5: 1
50.0
310
5: 1
5: 1
50.0
310
5: 1
5: 1
50.0
310
5: 1
5: 1
50.0
310
5: 1
5: 1
50.0
Pad
Fill
CL
Dist
Sta
(f t)
0+00
25
0+25
50
0+75
70
1+45
50
1+95
10
2+05
7olumes
** EXCAVATION
Area
Volume
(SqFt)
(Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
**
FILL **
Area
Volume
(SqFt)
(Cu.Yds)
724.6
717.4
824.9
2131.4
702.2
3675.1
488.7
4314.6
201.9
4389.4
201. 9

CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
1:Z -a 3?- C3 <-a ± rx c--- a7
in
Sampson County, North Carolina
Designer Lanier & Houston Checker
Date 04/26/94 Date
Pad Fill Volumes
TEMPLATE DATA:
Beginning Elevation = 48.3
Beginning Station = 0+00
0+00 to +25
d/5cl310\5
0.00000
ft/ft
+25 to 1+45
d/5cl310\5
0.00380
ft/ft
1+45 to 1+95
d/5cl310\5
-.01000
ft/ft
1+95 to 2+05
d/5cl310\5
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 45.2 100.0 45.2 200.0 46.7 300.0 46.0 400.0 47,5
460.0 / 47.8
SECTION NUMBER 2
Centerline Station +25
ORIGINAL DATA:
0.0 / 45.6 100.0 45.5 200.0 45.1 300.0 46.2 400.0 47.7
465. 0 / 47.9
7ECTION NUMBER 3
Centerline Station +75
ORIGINAL DATA:
0.0 / 46.0 100.0 46.1 200.0 45.8 300.0 46.7 400.0 47-9
465.0 / 48.2
SECTION NUMBER 4
Centerline Station 1+45
ORIGINAL DATA:
0.0 / 46.0 100.0 46.7 200.0 47.2 300.0 47.7 400.0 48.3

Pad Fill Volumes (continued) 04/26/94
470.0 / 48.3
page
T-ECTION NUMBER 5
Centerline Station 1+95
ORIGINAL DATA:
0.0 / 46.1 100.0 A-7 0 200.0 47.6 300. 0 48.1 400.0 48.4
470.0 / 48.5
SECTION NUMBER 6
Centerline Station 2+05
C ')RIGINAL DATA:
0.0 / 46.1 100.0 47.0 -100.0 47.8 300. 0 48.1 400. 0 48.4
470.0 / 48.5

...... ......
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aw
10
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tan

SCS-ENG-28 U. S. DEPARTMENT OF AGRICULTURE
R". 5-70 SOIL CONSERYATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND RITF
WATERSHED AREA MEASLIREMENTS
CROPLAND -ACRES PASTURE -ACRES
WOODLAND -ACRES TOTAL -ACRES �ff -�� It allegiv
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS, WERE MADE (Approy- sicode 1"- feet)
Locate reference point vn center line of dam and Identifir an skiricA.
NOMINEE
��=EEEEEEEEEEEE
OMMENEEME
MMMEIMMIEEMMIMMI
ME
IMIMIMMMMMMMMMMM
El
IMINEEM
MEME
M
M`Nm�1015001
I
ONE
ME
MEMEMENIMEMEM
MENEMEM
EMIMEN
BORING NUMBER AND PROFILE
Make and Ust dam -site and spillway borM#s fl;W- than panded area and bormw pit barfngs.seParage wigh v.,91=1 rod NODAL
[Continued an back Aubere necessary) Show wat er table cievallons on dam -site borines.
111EMSER1
MEMO,
IMINIENNINUMUNI
BORINGS MADE BY!� t_4_0 SIGNATURE & Tr1W
"A. Wei
Eta

Scs-ING-sm U. L DIP"TUINT OF AGAtCuLTURC
ft�- 5-M ANft COPOWMATION SIMM
SOIL VVISTIGATION TO DETERMINE surraoiLay oF nhposro mun &rTF
WATERSHED AREA MEASUMaNTS
CROPLAND —ACRES PASTURE —ACRES
WOODLAND —ACRES TOTAL—
__
---
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS, WERE MADE (Appw3L scale 111 --feet)-
Locate reform" ownt M center line of dam and him" on Affff&
MEN
FE-E—NMEN
N
=�Emm=
NoWOMEN
10000
MNMNN�Emo
OEM
N
SEEN
NinuiVirol
=13
Fulmun,0101-0101
16— 41 C1 SIGNATURE &
BOR11NGS
MA.DE

--?Fog
C:7-
A -
xv,
w
L
769 - f". 150
Ij
a .77.
IN 'o '\vk�
3882
757
725
J"
VmOd
21 30"
rt
3eBO
C--J
qo.
150
X .. %
12
3879
r
It
10
------------
3878

North Carolina Agricultural Extensjo?i Service
Biovind and Agria"Yal Bngir�g Norfh C=hm Shle uwftinq
LTVEM- CX al�STE SAMP=G,. ANALTSis AND cAL=L&=Ojj
OF LM AP?A-JCA=ON jA
Jazes C. Barker*
I. SAN= COLUCTION
A. sGad-901" ion XMINre
i - Scrapod directly fr= lot into spraader
Frm LIMM104 xPr&Ader, collect about 2 lbs of samwe f-mm
dLf&== locations using nanwtsUig coliest"s.
Li. PMM sbmm�.'-
Collect about 2 lbs of annure trm umder the surface crust
awidlag buddir4g mar�rjals aad us�b* �ta.LUG collDctozs.
B - Liquid Numm 91="
1/2, narnstallic coaduit optv on both ands inte
MCMUM td- pit floor.
b. See. UM.- and of ccTiduit by placing a thumb over
of conduit) =tVPiAj manure that b" entered lower and, ramovt
r-md "cy slurry, into pl*stLc bu&Mt or nounat&1lic amtaimr.
c. Take subsamplas Iran 5 or siors locations or at joaot I qu&rt.
d. ULZ &ad a4d about 3/4 pint to noumtauic T;�. il-�.-lo cmtair r.
ii. Exterior storz�:�.�! biwin or rmk
*21M E-Z-C'a' V--WO hKO bem W®R U with a liq"d c-ms-n'-
choPpsr- agitator pump or pre"ller agitator.
At USACIMMI Erm aotmw P41--;
---:1 VIA" Is & PLMIMM" brdiftt.
U&I SIMI WA AWLad tured
ftiv?,nity. PC.

At I ac Int-n t 8
of 3
2U22AMT109 AIM TRAWFFA
A. P"O sa*Plf into Am OxPdMdablo contaLmor that can be - �&Iod. alsts,*
roaidw-s from container with clean watGr but do not uso dicinfoet'nnts,
soaps, or treat in any other way.
B_ Pack sample in ice, refrigerate, froaza, or transfer to lab quickly.
C. Hand-delivory is most reliablc way of sample transfor.
D_ -If mailed, protect sample container with packing material auch as
newspaper, box or package with vrapping papar, and tape.
E. Cow-arcial sAMP16 containers and mailers &re gLlso availr.'!Ae. Contac-,_�_:
i. AQ Eastarn Agricultural 1.�.b, Inc. iii. Polyfosa ?ac'-
7621 Maitepint Road _j rs Corp.
Richamd, VA. 23237 2320 s. Poster Aveuuo
Ph: [phone] Ubseling, IL 60090
Ph: [phone]
U. FLxMr ScigHtLfic Co. LV. NASCO
3313 VILUton - -'� %d 901 iMOBVILU Av'a=.
Wouh, NC 27604 FOCt AtkMam. W7 3351-.�-.':
Ph: [phone] Z2: (414)363-24.'..
Pti'vAte M4YUcsa labs are but ample
C' MW "MA PrOvid8s this service for North CArOlLua Adonw.
i. Address: north CLrvjjW Offpwmam of Wicul
AVMYno&Lc
?l&nr/V&StG/SO1UtL*U Advisory
Blue Rifte Road Cen"r
F.O. Box 27647
Ralmigh, NC 27611
Ph: [phone]
Attz:�' Dr. Ray Cw*b*_11
ii. Forward $4 along with the
simple.
iii. Include tho following idahtification. information with
a. Livestock specios (dairy, sviw., turkay, etc.)
b. LLvo.stock usago (swine -nursery, finiohing; turkey-broodora,
broodorhouse, grower, nm�!ber flocka grown on litter; otc.)
c- WaOtO t7PO (d&irY-lot scropod v_guwo, liquid Blurry; vulen-pLt
slurry, 1&80on liquid, alv4ga; broilor-haws Uttor.
Lv- Routine m&lYD*s Porforw-�;d on all Ar"168: N. ,, jL. CS,
01 FC, Ual No, 09, i
v. AddltLoml &n4lyr,-16,n wrform" upon pW, 7: '..
- . ca.

SHEE'T 1 OF 2
OPERATION AND MAINTJENANC-E PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 190 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated fl-OM a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
Volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth. I
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. 'Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. it is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity.to prevent excessive odors during
start-up. -Pre-charging rre'dLIces the �concentration of the initial
waste entering the lagoon therieby redlicing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled 1&goor� liquid. Fresh water should not
be used for flushing after in-itial..filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -cut of the lagoon when fluid level
reaches the elevation 46.6 as marked by permanent marker. stop pump -
out when the fluid level r'eaches elevation 44.5 . This temporary
storage, less ("I yr- 24 hr storm, contains 71388 cubic feet or
533980 gallons.

S H E ETL 21 0 F 2
4. The recommended maximum amount to apply per irrigation is
one (IL) inch and the recommended maximum application rate is 0_1
inch per hour. Refer to the waste utilliZatilon plan for further details.
5. Keep vegetation on the embanl7ment and areas adjacent to the
I
lagoon mowed annually. Vegetation should be -fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of. 215 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-
I
mental Management-, has the responsibility for enforcing this law.
N : I