070065_Application_20240329

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Leamon H Allen
L.H. Allen & Son, Inc. - Finishing
2007 Beech Rdg Rd
Belhaven, NC 27810
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
IVgR 2.9 ?0�4
o�pwR
ice
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permits. you must submit an application for permit coverage to the Division of Water Resources (DWR) by April 3. 2024.
Enclosed you will find a 'Request for Certificate of Coverage for Facility Currenth Covered by an Expiring State
Non-Dischame General Permit." The application form must be completed, signed by the Permittee. and returned to the DWR b\
Anril 3, 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: [e-mail]
phone: [phone]
Please note that you must include one 11) coin of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application 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 NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deg.nc.gov/animalpermits2024. General permits can be requested by writing to the address above.
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 919-707-9129.
Sincerely,
+
K
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge
General Permit
North CaroihuDepastmmtofFntiiro=tutn1W.itr DisisionofWaterRe,ourm
Q�512 North Salisbury Street 1636 hlail SmJce Ceut(z Ra1tiehh, NortCarolina 27699-1636
919 "079129

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, 2024, 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, 2024.
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. Certificate Of Coverage Number: AWS070065
2. Facility Name: L.H. Allen & Son. Inc. - Finishing
3. Permittee's Name (same as on the Waste Management Plan): Leamon H Allen
4. Permittee's Mailing Address: 2007 Beech Rde Rd
City: Belhaven 152-9q; ^23710 State: NC Zip: 27810
Telephone Number: 2-5-2-3 9` 5480 r= ` E-mail: eager rraanr
PtgYe+Rg syol.00.ca+ti
5. Facility's Physical Address: 2456 Railroad Bed Rd
City: Pantego State: NC Zip:
6. County where Facility is located: Beaufort
7. Farm Manager's Name (if different from Landowner): Roger V Klaassen
8. Farm Manager's telephone number (include area code): 252-935-5418 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Country View Familv Farms LLC
10. Operator Name (OIC): SAAtS V0�4r11A11 Phone No.: 2S2-93S Ui Q
2.0.94$ •12t 1
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number: TrW A
QCQJN
Current Permit: Operations Type
Swine - Farrow to Wean
Operation Types:
344`t
Allowable Count
3,983
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
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
27860
OIC #: 44749
1 wdf.4
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (FillNerify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
FINAL
Lagoon
1/1/1993
Full, clay
202,883.00
50,140.00
19.00
PRIMARY
Lagoon
1/1/1990
Full, clay
183,315.00
49,324.00
19.00
SECONDARY 1
Lagoon
1/1/1990
Full, clay
171,885.00
46,640.00
19.00
SECONDARY
Lagoon
1/1/1993
Full, clay
202,883.00
50,140.00
19.00
Submit 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), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sh ned bN 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.)
eb. A map of every field used for land application (for example: irrigation map)
.,c. The soil series present on every land application field
4. The crops grown on every land application field
fie. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
A. The maximum PAN to be applied to every land application field
& The waste application windows for every crop utilized in the WUP
ofi. The required NRCS Standard specifications
,-2. 1 site map/schematic
r3. Emergency Action Plan
y4. Insect Control Checklist with chosen best management practices noted
YOdor Control Checklist with chosen best management practices noted
Jr. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
�. 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.
B. Operation and Maintenance Plan
If your CAMW includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature ,should be by a principal ex tive officer of the corporation):
Name (Print): i. lU ► Title: r
Signature: ! Date:
Name (Print):
Signature:
Name (Print):
Title:
Date:
Title:
Signature: Date:
IU:1M[K6)u19NMI 10171UUaWAIMOki.Celli P0 ILIaL410fi711Clit0)N1WNIU67.1a3NJaO ;
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North. Carolina 27699-1636

J V_
WASTE UTiLIZATION PLAN
Goldsboro Hog Farms, Inc.
Thursday, August 25, 2016 Updated 812612016
Producer: L.H. Allen & Son Pork Farm, Inc.
Farm Name: Allen Farm
3703 Hwy 99 North
Pantego,NC 27860
Telephone # : [phone]
Type of Operation: Farrow to Weanling Swine
Number of Animals: 3983 sows design capacity
Application Method: Irrigation
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
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents 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 avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre 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 the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste, if you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. 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

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3983 sows X 6.1 tons waste/sows/year = 24296.3 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3983 sows X 5.4 Ibs PAN/sowslyear = 21508.2 PAN/year
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,
soil type and suface application.
TABLE I: ACRES OWNED BY PRODUCER
5 RACT MELD - SOIL TYPE &CLASS- C P YIELD LBSA COMM
DETERMINING PHASE CODE N/ACRE N/ACRE
40207 1 CAPE FEAR DRAINED C 135 143.1
40207 * 1 - CAPE FEAR DRAINED J
- Ww- 6 112.21 - I
40207 1 ICAPE FEAR DRAINED SB 381 146.3 , 1
40207 I" 1 CAPE FEAR DRAINED CO -- 750I 49.95 f
4003*� 1 'TOMOTLEY _ DRAINED C J 130 140.47
4003 * 1 TOMOTLEY DRAINED W 60 115.8',
4003 1 ITOMOTLEY DRAINED _ SB 381 147.06'
4003 1 TOMOTLEY DRAINED _ CO - 8001 58
41135*~ _ 1_ CAPE FEAR DRAINED C _ 135 143.1
1 41135 * 1 ICAPE FEAR DRAINED W 601 112.2 C
1 _ CAPE FEAR DRAINED SB + _ 38 _ 146.3, C
41135 1 (CAPE FEAR DRAINED j CO I 750, 49.95r C
L 40401 �` 1 jCAPE FEAR DRAINED C 135 443 11 C
j 40401 I* - 1 - - jCAPE FEAR DRAINED - W - -60 112.2 0
r_ ___._.__...._ _
40401 _ 1 _ _ jCAPE FEAR DRAINED SB 38 146.3j 0
40401 i* 1 ICAPE FEAR DRAINED Y CO 1 - 750 49.95 0
4003 10 PORTSMOUTH DRAINED- I C 1351 9.85 0
4003 - I* 10 ]PORTSMOUTH DRAINED W 601 120.6 _ 0
4003 -j* 10 1PORTSMOUTH DRAINED I SB I 381 148.21 0
---+--- -
4003 10 PORTSMOUTH DRAINED CO_ 825' 66.99
41136_-�* - 11 TOMOTLEY DRAINED _�_ C _ 1301 140.4i 0
41136 -11 iTOMOTLEY DRAINED_ W 601 115.8 _ 0
41136 11 _ TOMOTLEY DRAINED _ _ SB 1 381 147.06 0
41136 *_ 11 TOMOTLEY. DRAINED _ CO 800; 58 0
4003 * _ 11- PORTSMOUTH DRAINED C 135 149.85 0
_4003 11 PORTSMOUTH DRAINED W 60 120.6 0
4003 * 11 PORTSMOUTH DRAINED SB 38, 148.21 0
- 4003 * 11 PORTSMOUTH DRAINED_ CO_ _ _ 8251 66.99 0
4003 12 PORTSMOUTH DRAINED �C 13 149.85 0
4003 * 12 PORTSMOUTH DRAINED W 60 120.6 _ 0
4003 * 12 PORTSMOUTH DRAINED SB 38 148.2 _ 0
4003 12 �PORTSMOUTH DRAINED - CO 825 66.99 0
41136 * 12 TOMOTLEY DRAINED C 130 140.4 0
41136 12 TOMOTLEY DRAINED W 60 115.8 0
41136 * 12 TOMOTLEY DRAINED SB 38 147 06 0�
4003 13
4003 * 13
_ 4003 13
4003 13
41136 13
HYDE DRAINED
HYDE DRAINED
HYDE DRAINED
HYDE DRAINED
_ ` TOMOTLEY DRAINED
L4t)b3 WA s
q1i36,
youb� > L,n•
CO 800
C 160
W.7 65
SB 44
CO 850:
140
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Page 2

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* - 2 CAPE FEAR DRAINED
2 CAPE FEAR DRAINED
* 20 TOMOTLEY DRAINED
20 TOMOTLEY DRAINED
2D TOMOTLEY DRAINED-
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* 22 _ jTOMOTLEY DRAINED C 12
* 22 TOMOTLEY DRAINED W 6
22 - TOMOTLEY DRAINED
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* 23 TOMOTLEY DRAINED C 13
I* _ 23 TOMOTLEYDRAINED W 6
* 23 _ TOMOTLEY_ DRAINED _ _
I*_ 23 TOMOTLEY DRAINED _ CO 80
* 24 TOMOTLEY DRAINED C - 13,
�* 24 TOMOTLEY DRAINED W 61
* 24 T )MOTLEY DRAINED SB 31
* 24 �TOMOTLEY DRAINED CO �- 80(
* 25 _ TOMOTLEY DRAINED - L C--13(
* 25 ITOMOTLEY DRAINED 6(
* 25 TOMOTLEY DRAINED _ SB &
* 25 TOMOTLEY DRAINED _ CO 80C
* 26 TOMOTLEY DRAINED _ _ C 13C
TOMOTLEY DRAINED W
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* -3 HYDE DRAINED I _60850
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Page 4

i 40401 * 3 TOMOTLEY DRAINED I CO 800 58
f 4003 4 PORTSMOUTH DRAINED j C 135 _1.49.85
4003 4 PORTSMOUTH DRAINED -W j 60 120.6
4003 . ;- -_ - ------ - - - - _. _ - -
- 4 , PORTSMOUTH DRAINED SB 38148.2
4003 4 PORTSMOUTH DRAINED j CO 825 66.99
40207 * 4 CAPE FEAR DRAINED _ j ^C 135 143.1�
-- - l ----..-.-•-- - _-. ._.._........ ...-_ .
_
40267 _ 4 jCAPE FEAR DRAINED W J - 60 112.2
40207 j* 4 -- 7CAPE FEAR DRAINED SB 38 146.3
40207 CAPE FEAR DRAINED CO 750 - 49.95
41135 IPORTSMOUTH DRAINED C 135149.85 _
41135 * 4 IPORTSMOUTH DRAINED W 60 120.E
41135 4 1PORTSMOUTH DRAINED SB 38 148.21
41135 - *-4 PORTSMOUTH DRAINED - CO 825 66.99
L_ 40401 JACREDALE DRAINED - C -- 140 148.4
40401 * 4 1ACREDALE DRAINED W 55 101.75
40401 4 ACREDALE DRAINEDT SB - 38 146.3
40401 * 4 ACREDALE DRAINED CO _ 9001 58.95
40207 * 5 CAPE FEAR DRAINED C 1351 143.1
40207 5 CAPE FEAR DRAINED W 60' 112.2
40207 * 5 APE FEAR DRAINED SB -- 38- 146.3
40207 * 5 CAPE FEAR DRAINED T CO 1 75� 49.95
_ 41135 5 IPORTSMOUTH DRAINED C 135 149.85
41135 * 5 IPORTSMOUTH DRAINED W 60 120.6
41135 5 _ PORTSMOUTH DRAINED SB 38 148.2'
�^ 41135 �* 5 PORTSMOUTH DRAINEDCO 825 -6.99
I 4003 * 5 PORTSMOUTH DRAINED` _C _ 13
4003 5 PTORTSMOUTH DRAINED W 60 120.6I_
4003 * 5 1PORT06LITH DRAINED SB 38 148.2
4003 '* 5 iPORTSMOUTH DRAINED co 825' 66.99
-.. _ ---
4003 6 �PORTSMOUTH DRAINED C 1351 149.85
4003 * 6- PORTSMOUTH GRAINED _ W _ 60 120.E -
j 4003 - * - 6 PORTSMOUTH DRAINED S13 - 38 148.2
4003 t* 6 PORTSMOUTH DRAINED L C�O 825 66.99
40207 6 CAPE FEAR DRAINED C 135! 143.11
40207 * 6 CAPE FEAR DRAINED I VV 1 60 112.2
40207 * 6 CAPE FEAR DRAINED SB 38 146.3
I 40207 !* 6 CAPE FEAR DRAINED CO 750 49.95
41135 ** 6 PORTSMOUTH DRAINED _ C 135 149.85
41135 6 PORTSMOUTH DRAINED W 60 120.61_
41135- *_ 6 _ PORTSMOUTH DRAINED _ SB 381 148.2
4 i 135 I * 6 PORTSMOUTH DRAINED CO j 825j 66.99
_4003 _ 7 PORTSMOUTH DRAINED _ _C j 135 149.85
T 4003 7 PORTSMOUTH DRAINED W-60j 120.6;
4003 �* 7 PORTSMOUTH DRAINED SB ( 381 148.221
4003 7 PORTSMOUTH DRAINED coS 8251 66.99�
40207 * 7 PONZER DRAINED I C 1501 1591
- 40207 �* 7 PONZER DRAINED - W 65 120.91
40207 7 POWER DRAINED SB 42 161.28i
40207 7 PONZER DRAINED -_ CO 900U�58.95
41135 * 7 _ PONZER DRAINED C 1501 1591
41135 7 PONZER DRAINED W 65i. 120.9
_ 41135 7 PONZER DRAINED SB_ 422 161.28
41135 7 PONZER DRAINED CO 900j 58.95 _
40207 8 I PNZER DRAINED __7- C 1501 159
40207 * 8_ JPONZER DRAINED W _ 651 120.9
40207 -�* -8 _ PONZER DRAINED SB 42 161.28
40207 * 8_ _ PONZER DRAINED _ CO 900! 58.95
4003 8 ,PORTSMOUTH DRAINED CW_ 135I 149.85
4003 *- - 8 "PORTSMOUTH DRAINED _ j -60 120.E
0 29.21
0 9.72
0 _ __ 9.72
0 9.72
Oj 9.72
01 16.66
16.66
16.66
18.18
18.18
18.18
18.18
31.09
31.09
31.09
of 15.7
0 15.7
- 0 15.7
0 15.7
0 17.56
0 17.56
0 17.56
0 17.56
0 19.66
0 19.66
0 19.66
01 11.59
0 15.1
0 15.1
0 15.1
0 15.1
0, 17.46
0' 17.46
0 17.46
01 17.46
10.38
1
1
1
17
17
17
16941
MAR-JUL
1457
FEB-JUN
1172
SEP-APR
1441
APR-SEP 15
651
_ MAR-JUL
_ 23841 FEB-JUN. --
1869 _ SEP-APR
2437 APR-SEP 15
832 MAR-JUL-
_ 2724 FEB JUN
2193 SEP-APR__
2694 APR-SEP 15
1218 MAR-JUL
4614 FEB-JUN
3163 SEP-APR
4548 APR-SEP 15
1833 MAR-JUL
2247 FEB-JUN
1762 SEP-APR
2297 APR-SEP 15
_-784 MAR-JUL
2631 FEB-JUN
2118 _ SEP-APR
2602 APR-SEP 15
1176 MAR-JUL
-
2946 FEB-JUN
2371 SEP-APR
2914 APR-SEP 15
1317 MAR-JUL
1737 _ FEB-JUN _
1398 SEP-APR_
1718 APR-SEP 15
776 NIAR-JUL
2161 FEB-JUN
1694 SEP-APR
2209 APR-SEP 15
754 MAR-JUL
2616 FEB-JUN
2106 SEP-APR
2588 APR-SEP 15
1170 MAR-JUL
1555 _ FEB-JUN
1252 SEP-APR
1538 APR-SEP 15
695 MAR-JUL --
2210 _ FEB-JUN
1681 SEP-APR
2242 APR-SEP 15 _
819 _ MAR-JUL _
2824 FEB-JUN
2147 SEP APR
2864 APR-SEP 15
1047 MAR JUL _
1081 FEB-JUN
6.8
822
SEP APR_
6.8
6.8
1097
401
APR-SEP 15
MAR-JUL
_
12.51
1875
FEB-JUN
12_51
- 1509 SEP-APR -
Page 6

466 ORTSMOUTH DRAINED 3 0 12.51 1854 I APR-SEP 15
4003 JP2RT
SMOUTH DRAINED co 6699, 0 2_51838 j
... AR-JUL..
1.5 2800 FEB-JUN
. 0
1 2129
41135 8 JPON2E� A 55 120.91 0i 17.61•1
SEP-APR
ss 45
7 - ]*­_"
8 jF0 ZER
80 Oj� 17.61 -APR-SEP 15
MAR-JUL
41 1.i5 8 NZE'R DRAINEDCO g5
j 900, 58.95
TOTALS: 123189
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 6

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP
C.._..--- CORN
COTTON
SOYBEANS
W WHEAT
UNITS LBS N/UNIT
._..1BUSHELS - _ l.O6 5I,400, t. J
BUSHELS.? 3°la'3.g�s
_T BUSHELS 14# 012:4 1.0;
Page 7

TOTALS FROM TABLES I AND 2
ACRES LBS AW
N USED
(TABLE 1 784.57 123,1891
TOTALS: 784.57 123,189
AMOUNT OF N PRODUCED: 21,508
*** BALANCE-101,681
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding 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
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 3505.04 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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 teAure, 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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (in/hr) AMT (inches)
4003
4003
�_
4003
4003
10, *11, `12, *4, *5, *6, *7_*IPORTSMOUTH
*21
_..
*2
*1, *2 _
DRAINED_ w
1ACREDALE DRAINED C
0.45
0.00
0.00
0.40
*1
*1
*1
*1
TOMOTLEY DRAINED
w
ITOMOTLEY DRAINED------
SB
4003
*1, *2
iTOMOTLEY DRAINED C
0.40
*1
4003
10, *11, *12, *4, *5, *6, *7, *JPORTSMOUTH
DRAINED
SB
0.45
*1
4003
10, *11, *12, *4, *5, *6, *7, *IPORTSMOUTH
_
DRAINED
co
C _
0.45
*1
*1
*18, *20
_
PORTSMOUTH DRAINED --i
-
0.45
-0.00
4003 -�76,
PERQUIMANS DRAINED
*1
4003 -- I
4003
4003
4003
*16, *18, *20
' *16,*18,*20
��W�_
PERQUIMANS DRAINED I
PERQUIMANS DRAINED_
HYDE DRAINED
SB
C
w
l SB
0.00
0.45
*1
*1
*13, *14, *15, *17, *19, *3
*13, *1a, *I5, *17, *19, =3
HYDE DRAINED
Page 8

k003 i *13, *14,*ls, *19, *19, *3 HYDE DRAINED - CO 0.45 *1
B---.. _ --
i4003 *2l ACREDALE DRAINED CO 0.45 *1
.._— _.._ _.. _... _. _.. — - —
4003 *13, *14, _115, *17, *19, *3 HYDE DRANED C ' 0.45 *1
�4003 *2l ACREDALE DRAINED W 0.00 *1
fZ03
0O3 *21 ACREDALE DRAINED SB 0.00I — *16, *18, *2o PERQUIMANS DRAINED CO 0.00 *1
4003 *1, *2 TOMOTLEY DRAINED CO 0.00 *1
40207 _ *1, *2, *3, *4, *5_*6�CAPE FEAR DRAINED --_ C 0.40 *1
46207 *7, *8 'PONZER DRAINED W 0.00 *1
DRAINED-
40207 *7, *8 PONZER DRAINED - CO 0.00 *1 -
40207 *7, *s PONZER DRAINED C 0.00 *1
40207 *1, *2, *3, *4, *5, *6 CAPE FEAR DRAINED W 0.00 *1
4
40207 *l, *2, *3, *a, *5, *6 CAPE FEAR DRAINED CO 0.00 *1
40207 *1, *2, *3, *4, *5, *6 CAPE FEAR DRAINED SB 0.40 *1
40401 *a ACREDALE DRAINED W 0.00 *1
40401 *4 ACREDALE DRAINED C 0.00 *1
404 11 *4 ACREDALE DRAINED-
40401 *1, *2 CAPE FEAR DRAINED C 0.40 *1
40401 *1, *2 CAPE FEAR DRAINED CO 0.40 *1
40401 *1, *2 CAPE FEAR DRAINED SB 0.40 *1
- --
40401—_*1_*2 CAPEEA FR DRAINED W 0.40 *1
•-•-
40401 *3 TOMOTLEY DRAINED C 0.40 *1
40401 *3 ITOMOTLEY DRAINED CO 0.40 *1 .
'40401 *3 ITOMOTLEY DRAINED ---—SB i 0.40 *1
40401 *3 'TOMOTLEY DRAINED W 0.40 *1
40401 *a ACREDALE DRAINED SB 0.00 *1
41135 -- - *7, *8 - - — YirPONZER DRAINED —� W 0.00 *1
41135 *a, *5, *6 PORTSMOUTH DRAINED W 0.45 *i
41135 *4. *5, *6 PORTSMOUTH DRAINED — SB 0.45 1
41135 4, 5, 6 PORTSMOUTH DRAINED ( C 0.45 I 1
41135 *7, *8 PONZER DRAINED S8 0.00
41135 *7, *8 PONZER DRAINED C 0.00I.
*1
41135 *1, *z, =3 ICAPE FEAR DRAINED - I W 0.00
[41135
1135 *1, *2, *3 _ CAPE FEAR DRAINED SB 0.40 *1
*1, *2,*3CAPE FEAR DRAINED CO 0.401135�— *1, *2, -3 — CAPE FEAR DRAINED C 0.40 *1
41135 *7, *8 PONZER DRAINED CO E_ *1
- - --
-- *4, *5, *6 PORTSMOUTH DINED CO 0.40
41135 RA*1
41136 *17 AUGUSTA ALL -� _ CO 0.40 *1
41136 , *15, *16, *18, *19, *20, *22, TOMOTLEY DRAINED _ SB _ 0.40 *1
41136 , *15, *16, *18, *19, *20, *22, TOMOTLEY DRAINED CO 0.40 *1
f4) 1136 *15,*16_*5, *19, *20, *22, TOMOTLEY DRAINED - �C 0.40 *1
41136 *21 PORTSMOUTH DRAINED_ _ W _0.45 *i
41136 -�— *21 — - ;PORTSMOUTH DRAINED _ SB 0.45 *1
--_ _ 41136 *21 PORTSMOUTH DRAINED —_ c0 0.45
36 *1
411*21 --- PORTSMOUTH DRAINED C 0.45 *1
41136 - *17 _ AUGUSTA ALL SB 0.00 *1
41136 *17 AUGUSTA ALL C 0.00 —� •1
41136 *15, *l6, *18, *19, *20,**22, TOMOTLEY DRAINED ED0.00 *1
41136 1 - *17 �AUGUSTA ALL W 0.00--
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 9

NARRATIVE OF OPERATION
This Animal Waste Utilization Plan was revised ONLY for the purpose of an animal type of
operation change. The acres, soil types and crop types are identical to the WUP written by
Anthony Hester of Beaufort SWCD on 7/26/12, approved by Carl Dunn 7/26/12 and signed
by Dempsey Ange 7/26/12 utilizing the same RYE and PAN rates.
Page 10

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to 'Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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" in the NRCS Technical Reference -
Environment file 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
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 a crop on bare soil.
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
Page 11

and from any perennial stream or river (other that 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 landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.;
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be .
provided for these areas and 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. Lagoon 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 as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr 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 soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) 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 Department of
Page 12

Agriculture regulations.
F Liquid Systems
Page 13

NAME OF FARM: Allen Farm
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished 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/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 9-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER:
SIGNATURE:
L.H. Allen & Son Pork Farm, Inc.
NAME OF MANAGER (if different from owner):_
DATE:
please print
SIGNATURE: �-O:;��' ' " DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Mountain 2 Sea Environmental LLC
ADDRESS (AGENCY): 12 Hampton Lane
Weaverville, NC 28787
[phone]
SIGNATURE:
DATE: Zd "*wA--2016
Page 14

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DO A

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)�'a
EMERGENCY MANAGEMENT SERVICES (EMS) ��1 _ �
SOIL AND WATER CONSERVATION DISTRICT (SWCD) _ 4 1!
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) `Q
COOPERATIVE EXTENSION SERVICE (CES)
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 flow 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 cause 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:
a) Stop recycle pump.
,b) Stop irrigation pump.
c) Make sure siphon occurs.
d) stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possibie action:
a) Dig a small sump or ditch from the embankment to catch ail seepage, put in a submersible
pump, and pump back to 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 the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, 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. Are potable water welts in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective- measures that have been under taken, and the
seriousness of the situation.
b. if the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local MRCS
office for advice I technical assistance phone number.
4. If none of the above works call 911 or the Sheriff s Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: C-Ot" -kLI VIC-,O R,.rrn5
b. Contractors Address: 1301 FtALLerJ(1vvn►ej- K 5"v.6300c,
c . Contractors Phone: C2&.i) "-3 a 0100
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: Sft,r1,A- rrn cickZ.LI
b. Phone: 100 r e 3&'3s54
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.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause
BMP's to Minimize Odor
Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (✓) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer, 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewers grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC —November 11. 1996
U

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer, 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
Lan owner ignature
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC —November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (v)Vegetative or wooded buffers:
(✓)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body Dirty manure ( )Dry floors
surfaces covered animals
Floor surfaces Wet manure•covered (-)Slotted floors;
floors (-)Waterers located over slotted floors;
(✓)Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (V)Frequent manure removal by flush, pit
pits recharge or scrape
Ventilation
exhaustfans
Partial microbial ( )Underfloor ventilation
decomposition
Volatile gases (✓)Fan maintenance;
Dust (✓)Efficient air movement
Indoor surfaces Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti -siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ( )Extend -recharge lines to near bottom of
points lagoon liquid while pits pits with anti -siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge
rg point of pipes
pipes at lagoon water underneath lagoon liquid level
- Z—
Lagoon surfaces Volatile gas emissions
(,')Proper lagoon liquid capacity
Biological mixing
(-')Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(V)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation
(✓)I✓)Irrigate on dry days with little or no wind
nozzles Wind draft
(✓)Minimum recommended operation pressure
(✓)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC —November 11, 1996
---- --
I2

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slung or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location / construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack bumers
Standing water improper drainage (v)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access —(V)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure ManagementUnderfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
(Landow j (r Siigniture)
�C3.,r,�orJ 'tY . R 1.,
MORTALITY MANAGEMENT METHODS
13

UNITED STATES Soil P.O. Box 10
AGRICULTURE
E OF Service ation PhoneoNo North Caro
641 7900 86
AGRICU
Subject: ENG - L. H. Allen & Son Swine Waste Date: May 16,1994
Management System
1200 Pigs Weanling to Feeder
& 2850 Pigs Feeder to Finish
Beaufort County, NC
To: Rodney Woolar �!c3-r S►�c-.c-�� , C ivy �n�
District nservationist
USDA CS
W :ington, NC
I have reviewed and am returning the subject design
packet. The following changes need to be made.
VY, Hazard Classification Data Sheet - make changes
as shown on the form.
Grid Sheet - needs to show the layout of the new
lagoon (cells 1 & 2) and their proximity to the
existing cell 3 & 4. See the lagoon design check
list for further details.
The pumping elevations are not correct. These
V elevations are based on the 25 year storm storage
provided in the 4th cell.
Check your fill calculations. My calculations
show an increase of fill needs of 1108 cubic
yards.
i
5.. Waste Management Plan - needs to correspond to the
amount of temporary volume provided in the lagoon,
which in this case is 120 days. The plan needs to
show.the operator has adequate crops as well as the
a es to apply the waste every four months.
Operation and Maintenance Plan - needs to be revised
to show the correct pumping elevations, months and
days of waste application.
Once these changes have been made return to me for final
review.
Joy P. Sherrod
Civil Engineer
cc: Rodney Johnson
Cgs
,P/:), V *
�/Ow

LAGOON DESIGN CHECK LIST
Producer:
1. Obtain required permits (026, 401, 404, dam safety, etc.)
2. Hazard Classification Sheet (NC-ENG-34) -
a. !geodetic map showing lagoon location, distance to nearest
residence; and breach route.
19/ 3. Soil Investiga.tio:+ Sheet (SCS-ENG-538) -
a. Investigation .made by Soil Scientist and/or Engineer with
backhoe on Class III or IV lagoons, as well as other
questionable sites. Investigation to be_coordinated with
Sta :s Eng neer's office on Class `J lagoons.
b. Pits 1.,0' - 2.0' Lelow designed bottom of lagoon
C. Seasonal and permanent high water table depths recorded
Lg 4. Grid Sheet -
a. Location and dimensions of lagoon and buildings
b. Location and elevation of soil pits
C. Surface water removal (diversions, pipe outlets, etc.)
d. North arrow
e. Bar scale
f. raydirt program must have a scale of 1"=50' or less
5. Stc!rage Volumes (prelude spreadsheet) - See_ ncrna-AiYe-
a. Designed volume exceeds needs
b. All temporary storage stored above seasonal high water table
c. Minimum 6 ft. depth and 1 cu. ft. per pound of steady state
live weight f or reatmen't-volume. — �-- /6. Excavatic. and Fill Calculations (include building pad fill)
13/ 7. Lagoon Summary Sheet & Typical Cross -Section (area form)
8. Construction St,-.cifications (area form)
9. Waste Ma.nagea--nt Plan (area form)
a. Soil survey sheets showing all fields and suitability of
crops
b. Signatures of producer and person preparing plan.
c. Agreement sheet signed by adjoining landowner (if needed)
d. Include attachment "B" on sampling procedure
N� 10. Transfer Pump and Sump Design (if needed)
E1/11. Opera:.Aon and Maintenance Plan (area form)
)94
Dee: ? gned by: Date:
Date.:
Approved by ;�UcNt

No perm i is required since all aal i v i ty on PC/NW areas.
-- --- i g n a t u r e----
-Tit;

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner � , Z c• County
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam 3 Ft. Length of Flood Pool 4Ft.
Date of Field Hazard Investigation f�Cvi9
Evaluation by reach of flood.plain downstream to the point of estimated minor effect
from sudden dam.failure.
_ Est. :Elev. :Est. �evation
Kind of :Improvements-: of Breach
Reach: Length:.Width: Slope: Land Use Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
1 . 0:cv �.: 734D� �, f ask- �42 "Cn�P p:5 �r .4 D. 3
2
3
Describe potential for loss of life and \ fdamage to existing-Q r probable f tur wnstream
improvements from a sudden breach %�}o - ,�-;�/ -�or- )Cass
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)�?_
Dam Classification (I, II, III, IV, V)
By
Date 1 G
Concurred By sT i �ciy�vrc�fiiJ Date
name (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

:cRZ21;c
NUMBS
SCS•�IG-ia'd U. 1 DEPARTMENT OF ACRiCULMRE
NSOIL C--PSEWATION SERVICS
SOIL INVESTIGATION TO DETERMINE SUITAEIUTY OF PROPOSED'POND SITE
FA -1%='S NA. DIST?1C: `�rUFaa2=t
121 9� C0UN-LY I-, s '►
DATE
S. C. S. PHOTO S1 - • , NO. WORK UNIT
WAMSHM AREA MEASUREMFMS
CROPLAND — ACRES PASTURE ACRES _�_ ✓ ✓'Oa. �4+' iJ
WOODLAND_;- ACRES TOTAL — ACRES HMV Cr ASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORL*7GS WERE XAME ?Apm= male 1"=- _feet)
jontn �derenre mint +n enter Qne-M dsm-andhfdndfy an ikadL
-
i
1
I
• � 1
I
Y
t ctzi CLASS
C)
0 L,
0-),Sl
IL-�2
CL.
7-32
_ iGL n �2
�N
I
I
K2-
S
SP
I
S Yes
G J8
B -
G��i '
II
IA
Gr
G.
G
GLJ
Seasonal high water table (depth to gray mottles or gray
wat.ix whichever is shallowest): 2a,`er alovc
Hs.inated water table after drainage: c 'hr a 60YC
�-
! 6 cGC r_"2 f [IG
BORE GS .l4ADE BY __
/Ve-
B Dz 3@*nage k ye?,� no e,ALC,r r-to-, ,

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below) I
UNIFIED CLASSIFICATION
GW -Well graded gravels; gravel, sand mix
GP - Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW -Well graded sands; sand -gravel mix
SP -Poorly graded sands
SM -Silty sand
SC -Clayey sands; sand -clay mixtures
ML - Silts; silty, v. fine sands; sandy or clayey silt
CL-Clays of low to medium plasticity
CH -Inorganic clays of high plasticity
MH -Elastic silts
OL -Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
USDA CLASSIFICATION
g- gravel
S -sand
vfs -very fine sand
sl -sandy loam
fsl -fine sandy .loam.
1- loam
gl -gravelly loam
si - silt
sil - silt loam
cl -clay loam
sicl-silty clay loam
scl - sandy clay loam
sic -silty clay
c -clay
L Suitable material for embaalaaent is available [Z Yea D No 11ndicdie tuber. h a l a on w. sketch on
rwmrse side)
it ^.•ri+i.L1i1�7:r�'i .j _ ^J,4��,1`/� 1G1 40
CL 5c-% G_1 J� SIT Jam- 12 ;f1
f ,
r_a�-_� j5l Ct ­d ►.t-c- or1
S SEAS 04 jo,
2 Explain hararda requiring special attention in design 1Seawe. raring. -•act dcd
✓15 e. C L
o�©�aQao
of®lml®���©loloi�lm��,a��m�o�o��m
MEttRE���!�t������l�l�����1��;�!��
"TIN

40
2-OP 410

S4---.clr
-7SP
!-Zoo
420 -750
4
--4201,7750
'F x5L-L.J.) =
Soo'

- Temporary
Storage Required
25 yr. —
24 hr. rainfall
— Rainfall
DA
Subtotal
7.5
228931
143081.9
Rainfal i
in excess of Evaporation
— Rainfall
DA
Subtotal
9
228931
171698.3
Volume of
Waste Produced
SSLW
gal/Ib/day Pumping cycle
Subtotal
— 420750
0.01 120
67500.0
--- Volume of
wash water
gal/da
days
Subtotal
— 0
120
0.0
3;
Total Required
Temp. Storage
382-280. 1 c u. f t.
Cubic Yards
14158.5
0
a
r
2t10; .-
3

�3 S 3
Z5
-pen,., e_
rew
(*qq, -75 3, 53 vc) ------BSS 22 ,d
____-------�510 CV-1, 015 4r
4-20 7EQ 0 -
3
Cf-1 X A f
7Z

-�- - -- - ---------- ;
� --�---
(4- 2-0 -7� 1-4.
�lj

rat
==., f
-------- r ___
IPYI
773

uvu Caiuq �
LAGOON SUMMARY SHEET & TYPICAL CROSS-SECTION
Top Width 1 - 1�
Settled top of dam: — Construct top of dam
Fill Yardage Est— o::Z4 JS �s
/ Fi 11 Ywr dege 24-4 eCacs.
3 3�
Natural ground el ev. ___l- ---- .
\� cut off seal 7��Dept
) h determi nd by
_- �10 SCS on site
Width depends on equipment-- -- i0 ---> It
Dent
Suppor
Pipe type & size: _ _ 40 ­VC-1 112 "
Invert elev.Start land application(or
elev. _ 1 ter-1 s
5T41 y
l�Qlu
Treatment Volume
� elev.
Bottom ge
elev.
t�
3 3
Yo1ame Stop land
application elev.81
Bottom elev. (eeasqual high
water level)
FIRS-r . 'C,�-L- , -SECOND
Size first �:—Zength_ Wi dth .�. Cu. Yds. Excavated 4/83 ,7
Size second sue': Length _ 440,&_'_- Width_ 99,.3 ' Cu. Yds. excavated 4191-7�
BENCH MARE; DESCR I,TI 0_U: -
7G fr b aP ! Y 4 ' e
H Elevation: I0.0 11
GENERAL INFORMATION
JOB CLASS:
HAZARD CLASS: Q
ANIMAL TYPE & NUMBER:✓,�c� -
KIND OF OPERATION: 1,��„ bcTr, 4 d
NOTE: If construction is not
started within one-year, this
plan is not valid until re-
evaluation of flood,plain -for
safety hazard is made.
LAGOON FOR ANIMAL WASTE
(TWO STAGE)
l..i-!.: i snr..r T.rw • FARM
COUNTY
STATE
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
DESIGNED BY; i•51�c�? L,,ba io-�
'APPROVED BY:
TITLE:
DATE:__________________

COAVUTATION SHEET
SCS401G." REV. 3-0
U.S. DEPARTMENT OF AGPJCULTUiU
SOIL CONSERVATION SERVICE
.o: n.�
512 ; 2
-z8&
l o-r ?o 5G4LAr
�)-2.2'

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TR:ATMENT LAGOON
Producer:
Clearing: All trees and brush shall be removed from the
impoundment'. area before construction is started. The foundation
of the lag. -ion shall be cleared of all trees, stumps, roots,
brush, sod, organic soil, and debris. All stumps and all roots
exceeding 1 inch in diameter shall be removed to a minimum depth
of 1 foot. Satisfactory disposition will be made of all debris.
After clearing is completed the foundation area shall be loosened
thoroughly.and roughly leveled, with suitable equipment, before
placement of any, embankment material.
Cutoff Trench: A cutoff trench shall be excavated to a minimum
depth of _L'i_ inches under the embankment. The exact depth shall
be determined on site by SCS. The trench side slopes shall be
1:1 or flatter and the width will be a minimum of 6 feet, but
will depend on the equipment being used. The cutoff trench shall
be backfilled with MH material. The trench shall be
backfilled in 9 inch layers and compacted with a sheepsfoot
roller with a minimum of 4 passes per unit width of fill lift.
If sheepsfoot roller is not used, the trench shall be backfilled
in 4 inch layers and compaction shall be equivalent to or better
than the routing of the hauling and spreading equipment over the
fill in such a mp.nner that every point on the surface of each
layer of fill will be traversed by not less than one tread track
of the loaded equipment traveling in a direction parallel to the
main axis of the fill. E:_1 standing water shall be removed from
the trench before backfilling is started.
Existina rile Drains: When tile drains are encountered, the tile
will be du up and removed. The tile trench shall be backfilled
with a compacted layer of CL or CH material.
Excavation: Topsoil shall be stocked piled separately for later
use. The bott^m of the lagoon shall _pe excavated as shown on the
plans. Wij rre pervious material ( SP O!5%uartz veins, etc.) is
exposed tiering excavation, it shall be undercut and backfilled +ed57s
with a ccmpalcp� layer of highly plastic (CL, CH) material CcorA ro(k r�
a���imatQ onr� fiat in thickness. Scarify and compact the
bottom and,, where practicable, the side slopes of the :Lagoon to
decrease the permeability of the soil in t1le lagoon.
Embankment Construction: The material placed in the embankment
shall be free of sod, roots, stones over six (6) inches in
diameter, and other objectionable materials. 1.�. c . MH A'�A c
materials shall be used in the embankment. Pervious material s/9oc
shall not be used in 1--he embankment. Construction of the
embankment sha-11 be made in layers not to exceed 4 inches in
thickness. Conpactlon shah_ be equivalent to or better than the
routing of the ::-..uling and spreading equipment over the fill in
such a manner that every poinL on the surface of.each layer of
fill will be traversed by not less than one tread track of the
1

Narrative
for
L.H. Allen & Son, Inc. (Finishing Operation)
Irrigation Design
A two stage lagoon was designed for this operation in 1990
by Tim Etheridge for 1000 pigs feeder to finish. It was
completed in February 1990. The operation continued to
expand and in 1992 a major expansion was begun. In 1994 the
lagoon capacity was enlarged (through approved SCS design)
to handle 1200 pigs (weanling to feeder) and 2850 pigs
(feeder to finish). The enlargement created two additional
stages to form a four stage system. Today this operation is
correctly registered with DWQ for 3,500 pigs (weanling to
feeder) and 12,000 pigs (feeder to finish).
However the storage facilities now function as a holdin
pond instead of a lagoon (see enclosed calculations).
amount of nitrogen produced by this operation has beer;
reduced by 20 percent per recommendation of Civil
Doug Jones since this is a multiple stage system.

:m; Crary
Storage Required
yr. -
24 hr. rainfall
Subtotal
i_nf.all
DA
143081.9
7.5
228931
:.�_nfall
in excess of Evaporation
Subtotal
:i: tall
DA
10.34
228931
197262.2
volume of
SSLW
Waste Produced
gal/lb/day Pumping cycle
Subtotal
172S000
0.01 150
345922.4
,.,flume of wash water
;al/da days Subtotal
0 150 0.0
Total Required
T _mp .. storage . .
686266.5 cu. ft.
Cubic Yards
25417.3

ilNIMAL WASTE
LENGTH WIDTH SIDE SL.
460 109.1 3
DEPTH
4.8
Cu. YD.
j.,514.21
n
d l u me-
fir
AREA
CCAI S
TOP LENGTH * WIDTH =
460 109.1
50186
AREA TOP
._�'EA
1_`)TI'TOMt Lb * Wb =
431.2 80.3
34625.36
AREA BOTTOM
7kREA
MIDSEC . ( Lm * Wm) * 4
445.6 94,7168793.28 AREA MIDSECTION

Nz awn
/75 CQ YdTIAI�T PLAID NAP. � Co I _�� �N
:0 �C Ta /� }y� p
L,,1 A!IeN s s Op.a�t a-Z qo
Dsaat_ North Carolina -Dade
countyBeau f rt State o`` -r
Approslmaft SCM 24 ° a '�0° �eDisbid
tijin VM Beaufort Soil & Water C�
Plan ,AiDa
T v� o o � � P6ab� nambet
AsA" by Sam x . S inq Teton , J r . .USDA Soil Co mwff8dw SKyks
t (Soil Conservation Technician)
acres Ta
f•
Gat :D

U. S'. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
�iHAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner `VL le A-, f�- o ti County
Community or Group No.— A Conservation Plan No.
Estimated Depth of Water to Top of Dam 7 -Ft. Length of Flood Pool
Date of
Field -Hazard Investigation
? - G - Y
Evaluation by reach of flood plain
downstream to the point
of estimated minor effect
from sudden dam failure.
--
Est. Eiev. .,-st.' , vevat an
Kind of
:Improvements: of Breach
Reach.
Length: Width: Slope: Land
Use Improvements
Above
F1Above :Floodwaterlair
Ft. Ft. °6
Ft. Ft.
2:.
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach /,
r
p c
Hazard Classification of Dam (a, b: c)
Dam Classification (I, II, III, IV, V)
3A,
(see NEN-Part 520.21)
Concurred By_�T - title;
,name
NOTE: 1. Instructions on reverse 'side.
Z. Attach addition- sheers as needed.
'
Date- � -G,
Date

U. S. DEPARTMENT OF AGRICULTURE
SCS-ENIG-SU SOIL CONSERVATION SERVICE
pw. 5-70
SOIL INVESTIGATION .TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME �- am o n fr 1 i-i s^ DIS'TFiIcr _z-Ka a r-a w _
�a J v r+^ C. ✓
r �t ! 9 �' COUNTY o - a •r in . Z
11
DATE WORK UNIT
_ � .. .......w.r. ntrrc+T ASII �.
WATERSHED AREA MEASUREMENTS
CROPLAND ACRFS PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATI(JAST
SKETCH OF PROPOSED POND SHOWIcNG WHERE BORINGS WERE p�
oz scale iv= feet)
cate
e Point in
ter
ne a/ clam
! I I I I i 1 { I
II! I I C I I !•
ll
i
i
! ;'
!
!
SHOW' Haire and l,st BORING NUMBS: RIND PROFITI
dam-sl,e and spifiway bnnhgs first - then ponded a•ec and borrx pit borings • separate with vernal rod lint
T)EPTH: _•_ eh-.,,, .,,ester t::bie eiewne-< nr dam -sire bonng.-
SCALE,
1•111i_`� -
; ldC 151I 16 ; li16 G 19
I�; 11!i
2U 21 22
;I
232I21!4
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! I1i II ! li 11l
U �.
l
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it I I; ,i li li 1l II t I ji 1 i
+
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I
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c I I! ! p I' N it r I I
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BqF,INC;S- MADE BY

TYPES OF MATERIAL E13COUNTF.RED IN BORINGS
(Use one of systems below)
USDA CLASSIFICATION
UNIFIED CLASSIFICATION
I
i gravel, sand mix
gravels;
g- gravel
JW-Well graded
3p - Poorly graded gravelsI
1 s-sand
vfs _ very fine sand
GM -Silty gravels; gravel -sand -silt mix
-sand -clay mix
` sl- sandy loam
GC -Clayey gravels; gravel
sand -grovel mix
fsl-fine sandy loam
SW Well graded sands;
I - loam
Sp - poorly graded sands
gi - gravelly loam
5M -Silty sand •
SC -Clayey sands; send -clay mixtures
sandy or clayey silt
si - silt
ail -silt loam
ML - Silts; silty, v. fine sands;
CL-Clays of low to medium Plasticity
cl-clay loam
sicl - silty clay loam
CH -Inorganic clays of high Plasticity
scl _ sanay clay loam i
MR -Elastic silts low plasticity
and silty clays,
sic -silty clay
, .
OL -organic silts
Os -organic clays, medium to high Plasticity
c-Clay
CB i i Iry'O (Jndiccic enhere la:aled or. the stitcf: o^
Suitable material for embsalcment is available
L�
L
2 �p� bnsar& 1eQ�g special attention in design (Secraoe. sa't"?..'°Ct etc-)
GENTRAL. REMARKS:
an i at �I 32 S' I 1 35 I! 30
i

m
FIN,
`v
,
.e✓r'7l} r/FJ'I
/4-0�000 16SSJL1i,1
140a000
300' 441
L..114Lk� �'
4
o;.i,i3�oo>1
�r'-
v+,1i `
Z. ,1, CA
� H CCU
!
O oD 3 z-7 f;31�a;
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1 erl?ororL S40
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t SQL
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LAGOON DESIGN CHECK LIST
Op"4io")
Produce * ;
n/ 1. Obtain required permits (026, 401, 404, dam safety, etc.)
r� 2. Hazard Classification Sheet (NC-ENG-34) -
a. :geodetic map showing lagoon location, distance to nearest
residence; and breach route.
3. Soil Investigation Sheet (SCS-ENG-538) -
a. Investigation :Wade by Soil Scientist and/or Engineer with
backhoe on Glass III or IV lagoons, as well as other
questionable sites. Investigatican to be coordinated with
Star::e F.ng4neer's office on Class `,l lagoons.
b. Pits 7.0' - 2.0' JLelow designed bottom of lagoon
C. Seasonal and permaiient high water table depths recorded
4. Grid Sheet -
a. Location and dimensions of lagoon and buildings
b. Location and elevation of soil pits
c. Surface water removal (diversions, pipe outlets, etc.)
d. North arrow
e. BAr scale
f. raydirt program must have a scale of 1"=50' or less
5. Sturage Volumes (prelude spreadsheet) - Sew ncrr ,-"i e-
a. Designed volume exceeds needs
b. All temporary storage stored above seasonal high water table
c. 74inimam 6 ft. depth and 1 cu. ft. per pound of steady state
live waight for treatment volume.
12/6. Excavation and Fill Calculations (include building pad fill)
13/ 7. Lagoon Summary Sheet & Typical Cross -Section (area form)
2/ 8. Construction St.c:cificat ions (area form)
Q 9. Waste Ma.nagem--nt Plan (area form)
a. Soil survey sheets showing all fields and suitability of
crops
b. Signatures of producer and person preparing plan
C. Agreement sheet signed by adjoining landowner (if needed)
d. Include attachment "B" on sampling procedure.
A
N 10. Transfer Pump and Sump Design (if needed)
./11. Opera.�.ion and Maintenance Plan (area form)
De- finedj7: 1^✓'IL=`�" DGie:
Date:
Approved by-
f -

No permits reGuirea S:fiGe a.c.ii'vi areEs.

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner ! f-/ .(�, -� County
Community or Group No. �`� Conservation Plan No.
Estimated Depth of Water to Top of Dam 3_ Ft. Length of Flood Pool 469C,- Ft.
Date of Field Hazard Investigation I/�
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam.failure.
. Est. E ev. :_St- f evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Food Plain: Flood Plain
Ft. Ft. % Ft. Ft.
hcc.--d
2 .
3
Describe potential for loss of life and damage to existing(.or probable f4t.lure downstream
improvements from a sudden breach
�-yt 11
�?� L^Cf� Ci 0 r17- -P
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V)
l
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

Xs
690 00
I FFFT
N3
NZ
r

C. �G
YUMBER
U. S. IIETaw—aErT pF aGRIC:]L: JRE
'CIL CC:p+SE.4va-tiCt4 SEPVICS
Aw. 5-M
501E tNYES IG%�7ION 70 DEIERIMINE SU(7A^IL7f OF -FROPOSt:) rONC S7
I r-A AI.u-l.l
FAMME 'S NA COL'N:-Y F . =,�, -;'-i
DATE t2171 i
S. C. S. PHOTO Si'=- i NO_ WORK L ai V,/A`,.N nJ!T^+I
WATETUMM AREA M iSUREMLY'S
a ,
CROPLAND — &C3 E S PAS URZ ACRF-S +Y I V Icy
WOODLAND — ACP. S TOTAL—Z;—ACtZs.S POLO CLASS� WORK UT+Ti CDNS - yA-IiC :=i i
S=CH OF PROPOSF:.D POND SHOwZ*iG W HE RZ BOR**YGS W r"P...t. BLADE fApproz srsi� '." - fact)
L.. ", mj MW point _ tcnnr r_.-at dem and 1d—afir ew serrc/t
CAi. - CLASS \� -
i
Y
��11
21 ��i II�E
ICI
It�l
�r
F -7 —
L
127
lipi
IIII�
licit
I i
� ;
�
i ��•�
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I�
i �1i
I II I
40
A, rz"
C 15`�
I I
la.r2" I
G18"
I A.�It
Ci.Li
G. I
IC
Seasonal high water table (depth to g_ay mottles or S=3Y B DrkLnage: vest
matrix whichever is shallowest): Grrt'r aeo"+'r
_s __nated water table after drainage: c . z e a 6vY2
A
BOP^;GS MADE BY

TYPES OF MATERI.yL EN COUN T ERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
I
I USDA CI.ASSiFiCr'.i'O,+
!
GW - Well graded gravels; gravel, sand mix
f g - gravel
!
I
GP - Poorly graded gravers
! s - sand
!
GM -Silty gravels; gravel -sand -silt mix
vfs -very fine sand
i
GC -Clayey gravels; gravel -sand -clay mix
sl - sandy loam
SW -Well graded sands; sand-grzvei mix
fsl -fine sandy .loam
!
SP - Poorly graded sands
1-loan
I
SM -Silty sand
gl -gravelly loam
SC -Clayey sands; sand -clay mixtures
si - silt
ML - Silts; silty, V. fine scads; sandy or clayey silt
sil - silt loam
CL - Clays of low to medium plasticity
! cl -clay loam
CH -Inorganic clays of high plasticity
! sicl-silty clay loam
MH -Elastic silts
scl - sandy clay Icam
OL -Organic silts and silty clays, low plasticity
sic -silty clay
OH - Organic clays, medium to high plasticity
c -clay
1. Suitable material ;or e=baak' eLt i3 available
:'au = NO (:ndicata uthara lac ttea on th. sksrc- on
REVARKS•
_ D
I
i �icx� o ,for-
2 Explain ha:srds requiring special acteacon in desigu fSsapaoa, Banns.-,ock atci
cr-I i r r'
C
y
OF'_NFRAT. 'REMARKS*
!
E
24
n 2a
26
37
:B
m9
30 11 31 1 33 Ii
33 134
!! 35 �� 3611 v+ Ij 38 ?? 3? 11 ,A 1 4I 42 43
441145 14611 47 1 4S �� 4.9 j
'i 51
I
N
II I
II Nil
i' II
� r I
II
V fi M�
N
II !, II
I. II
i1
�i II II
II Il
N 11
{l
?
II N N
I
I N II -
� II
ii
N II
li II ii
tl
I. II
I I!
p
i1 t i? II

��- cam. � %.

4-o
-Jtom f-c�. �j ".n-
420 -7 50 ll=I5
42

temporary
Storage Required
25 yr. — 24 hr. rainfall
Rainfall
GA
Subtvta
7.5
228931
143081.9
Rainfall
in excess of Evaporation
Rainfall
DA
Subtotal
9
226931
171698.3
Volume of
Waste Produced
SSLW
gal/lb/day Pumping cycle
Subtotal
420750
0.01 120
87 S010.11"
Volume of
wash water
gal✓da
days
Sub �o LI i
0
120
0.0
Total Required
Temp. Storage
382280.1 cu. t.
Cubic Yards
.5C:
s43 S)

t
_
J
r
� �✓[ >rvc Q i{G
�-+, CG,':-, .i St,:�W : 4 C
�� f�' •
�7 �G �..
�' LAG. �s J ' —
• -�� _ � .- � =
_
� -`..
42017EO
1
83

r2-OO

�- _2' F- � =.C�'i �--'i "�r�---� �..: ;},"'ire—Y .�', t3 ` -�-mr �:.-,�� r.�j.-� —'�j' .' Y' �= . t'; �� �
i r ��� ��
NAB .�-+wish
�LUS C-T i � : nK7
-- � GI
� L�� /\
' .? � :1 � z
i {�. LJ -�
! 1
'- 1 r
��� JJ�O
�� - -
!' '_ .�
t r L
—� y

IJ
LAGOON SUMMARY SHEET & TYPICAL CROSS-SECTION
J'v:. c-rwr�y
a
7--::, Widtf-, ,
settled top of dam: f ` d
Construct top of darn
Fill Yardage 4**";vaya: i ► Z ,Ae
Natural round
elev. ___
Z ---------------g —--------------- -- ------ *-�-------
cut off seal 15 Depth determind by
SCS on site
Width depends an equipment 1
Sent
Supp
1 1 'La.E_s1
3
Bottom
elev. _�P_8
Pipe type & size • <
--- Invert e1ev._Q4 Start land app__za ion
Own
_ elev. _ -
, y
,T_ Volume
Treatment
Stop land
alev. In"my` application elev.3.
----- Bottom elev. ^. besspual high
- ------"Atwell ;` � water level)
4,&D. FIRST 5-T' Cam-= ;S=COND
c� _
Size first .5�-ere �: L r" n g t f� Ott. r, t f, �-t . 1 s'. _ d a v at e c
_ _ i, —
i ze second s�t Length_,. , _.__. .._nV�.� —
c
BENCH MARK DESCR IRT I ON;-
r�
Elevation: r,
GENERAL INFORMATION
JOB CLASS: .—
HAZARD CLASS:
ANIMAL TYPE & NUMBER: �,nc. -
KIND OF OPERATION:
NOTE: If construction is not
started within one• year , this
plan is not valid until re-
evaluation of f1ood,p1ain?or
safety hazard is made.
LAGDON FOR ANIMAL WASTE
(TWO STAGE)
FARM
COUNTI'
\1•,rr. '.ul- ia. STATE
S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
DESIGNED BY:
APPROVED BY:
TITLE:
DATE:

COWWAYAON 06W
SCS-4me.4m Jim 340
U.S. DEpARTjW&a OF AGW.-ULTU-A;-
SUL cWsMAT" SERMI
wetleb-o-emplm — -
----7-- -RCF.-
jo&

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TR!•ATM£NT LAGOON
Producer:
Clearina: All trees and brush shall be removed from the
impoundment area before construction is started. The foundation
of the lagoon shall be cleared of all trees, stumps, roots,
brush, sod, organic soil, and debris. All stumps and all roots
exceeding 1 inch in diameter shall be removed to a minimum dept":
of l foot. satisfactory disposition will be made of all debris.
After clearing is completed the foundation area shall be loosened
thoroughly and roughly leveled, with suitable equipment, before
placement of -any embankment material.
Cutoff Trench: A cutoff trench shall be excavated to a minimum
depth of �� inches under the embankment. The exact depth shall
be determined on site by SCS. The trench side slopes shall be
1:1 or flatter and the width will be a minimum. of 6 feet, but
will depend on the equipment being used. The cutoff trench shall
be backfilled withmaterial. The trench shall be
backfilled in 9 inch layers and compacted with a sheepsfoot
roller with a minimum of 4 passes per unit width of fill lift.
If sheepsfoot roller, is not.used, the trench shall be backfillec
in 4 inch layers and compaction shall be equivalent to or better
than the routing of the hauling and spreading equipment over the
fill in such a manner that every point on the surface of each
layer of fill will be traversed by not less than one tread track
of the loaded equipment traveling in a direction parallel to the
main axis of the fill. :ll standing water shall be removed from
the trench before backfilling is .started.
Existina !";le Drains: When the drains are encountered, the tile
will be dug up and removed. The tile trench shall be backfilled
with a compacted layer of CL or CH material.
Excavation, Topsoil shall be stocked piled separately for later
use. The bottom of the lagoon shall be excavated as shown on the
plans. W-hf. re pervious material (SP,>'quartz veins, etc. ) is
exposed duiring excavation, it shall be undercut and backfilled
with a cumpact5� layer of highly plastic (CL, CH) material C:.a��Y
maw �3nna -fo-at in thickness. Scarify and compact the
,bottom and, where practicable, the side slopes of the lagoon to
decrease t1ie permeability of the soil in the lagoon.
Embankment Construction: The material placed in the embankment
shall be free of sod, roots, stones over six (6)-inches in
diameter, and other objectionable materials. Cn
materials shall be used in the embankment. Pervious material
shall not be used in the embankment. Construction of the
embankment shall be made in layers not to exceed. 4 inches in
thickness. Cca,.pact:.on shal:. be equivalent to or better than the
routing of the ::ruling and spreading equipment over the fill L
such a manner that every point on the surface of each laver of
fill will be traversed by not less than one tread track of t1he

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOON
loaded equipment traveling in a direction parallel to the ma_n
axis of the fill. If pans are not used, construction of the
embankment shall be made in lavers not to exceed 9 inches In
thickness and compacted with a sheepsfoot roller with a min=um
of 4 passes per unit width of fill lift. At any time the
embankment surface becomes "slickened" such that the succeeding
layer will not bond to the previous layer, scarify the previous
layer sufficiently to assure bonding of the surfaces before
continuing with the fill operation. Construction of the fill
shall be undertaken only at such times that the moisture content
of the fill material will permit a reasonable degree of
compaction. Construction of the embankment shall allow an
additional ZD -% for settlement. Stock piled topsoil shall be
spread over top.of embankment and outside side slopes for the
establishment of vegetation.
Pollution Control During Construction: Stripping of embankment
and borrow areas shall be done as they are needed in a normal
sequence of construction. Use temporary mulch protection on all
disturbtad areas that are subject to erosion and will not have
substantial additional work performed for 30 days.
Vegetation: Vegetation shall be established on the slopes,
embankment top and all other disturbed areas, except the area
that will be inundated, as specified in the plans as soon as
possible after construction. Necessary steps shall be ta3:er. to
ensure tnat a good stand of vegetation is established in a
reasonable amount of time.
Seeding rates ars: lb.
�CC.z) lb. 10-10-10
tons lime
( tons wheat straw
Permanent Stake: A permanent stake (CCA salt treated 4"x4" post
or 1 inch diameter PVC pipe with tee) marked to indicate pumping
level elevations, shall be placed in the inside slope at one end
of the lagoon.

ivni L 1 IJJI � "
UNITED STATES Natural County Agriculture Building "
DEPARTMENT OF Resources 403 Government Circle, Suite 4
AGRICULTURE Conservation Greenville, NC 27834
Service Phone: [phone]
SUBJECT: L. H. Allen and Son Date: May 19,1997
Waste Irrigation System
To: Rodney E. Woolard
District Conservationist
USDA-NRCS
Agricultural Building
Ill West Second Street
Washington, NC 27889-4939
Enclosed please find the irrigation design for L. H. Allen and
Son Waste Irrigation System. I have reviewed the information
submitted to me and designed by Vern Parker with Crockett
Irrigation Inc. The irrigation plan meets NRCS standards and
specifications for North Carolina Cost Share Program for 58.7
acres of wetted area. it is my understanding that the remainder
of the waste will be applied by honey wagon.
There are some adjustment that should be made to the Waste
Utilization Plan. The yields that were used in developing this
plan are much higher than the realistic yields charts which were
developed for this area. You should check your figures and make
sure they are correct or require three years or more of good
record keeping from the owner in order to use the amounts that
are in the Waste Utilization Plan.
According to Mr. Woolard the system layout has been checked in
the field and it matches the deign and meets NRCS standards and
specifications.
Once the system is installed, a letter of certification is needed
from the irrigation installer confirming the system has been
pressure tested and has been installed according to NRCS
standards and specifications. You are encourage to make one
field visit during installation. Approval for cost share will be
based on this certification.
Make sure all signatures have been obtained on the Waste
Utilization Plan and an Emergency Action Plan is attached along
with Swine Odor Control Checklist, Insect Control Checklist, and
the Mortality Management Methods form completed by NRCS and the
owner. Before this operation is 0200 certified be sure the
markers have been set for pumping management.
This irrigation plan was submitted prior to the March 15, 1997
deadline but due to the heavy work load, I have just gotten

Narrative
for
L.H. Allen & Son, Inc. (Finishing operation)
Irrigation Design
A two stage lagoon was designed for this operation in 1990
by Tim Etheridge for 1000 pigs feeder to finish. It was
completed in February 1990. The operation continued to
expand and in 1992 a major expansion was begun. In 1994 the
lagoon capacity was enlarged (through approved SCS design)
to handle 1200 pigs .(weanling to feeder) and 2850 pigs
(feeder -�o finish). The enlargement created two additional
stages to form a four stage system. Today this operation is
correctly registered with DWg for 3,500 pigs (weanling to
feeder) and 12,000 pigs (feeder to finish).
However the storage facilities now function as a holding
pond instead of a lagoon (see enclosed calculations). The
amount of nitrogen produced by this operation has been
reduced by 20 percent per recommendation of Civil Engineer
Doug Jones since this is a multiple stage system.

,,E�mporary Storage Required
35 yr. - 24 hr. rainfall
Subtotal
Zainfall
DA
143081.9
7.5
228931
rainfall in excess of Evaporation,
Subtotal
2ainfall
DA
197262.2
10.34
228931
Volume of Waste Produced n
SSLW gal/lb/day pumping cycle
�.l
Subtot-zll
1725000
0.01 150
345cle
Volume of
wash water
Subtotal
gal/da
days
0.0
0
150
Total Required
Temp. Storage
686266.5 cu. ft.
Cubic Yards
25417.3
I

ANIMAL WASTE
LENGTH WIDTH SIDE SL.
460 109.1 3
AREA
DEPTH CU. YD.
4.8 7514.21
TOP LENGTH * WIDTH =
460 109.1 50186 AREA TOP
AREA
BOTTOM Lb * Wb =
431.2 80.3 34625.36 AREA BOTTOM
AREA
MIDSEC . ( Lm * Wm) * 4
445.6 94.71687:'3.28 AREA MIDSECTION
fir-, D���vS i�c�� ��• �
3
202) 593 --7 -W 3 �Cc-Q :Y'2)l
I--711 85 s Ccr-.a#3)
+ f 8 3, 3� 5 3 C
-+ s
t~-c- I

North Carolina
Cooperative Extension Service
NORTH CAROLINA ST.,kn UNIVERSITY
COLLEGE OF AGRICULF[jRE & LIFE SCIENCES
Beaufort County Centex
Mr. Rodney Woolard
Beaufort County MRCS
111 W. 2nd St.
Washington NC 27889
Dear Rodney,
P.O. Box 1967 . Washington NC 27889
June 11, 1996
I measured corn yield in the amount of 200.7 bushels per
acre for Leamon Allen Jr. in 1967. This was entered into the NC
Corn Growers Contest.
The enclosed information may be of value in desi.jning Mr.
Allen's nutrient management plan for his swine operation.
Sincerely,_
t s
Henry Riddick
County Extension Director
HR/pa
Employment and program opportunitics are offered to all peopie !cgardirss of rac:c, color, national origin, sex, age, or disabi1hy.
North Carolina State University, North Carolina AKT Statc University, U.S Department of Agriculture, and local governments cooperating.

9/75
CONMVATMN..PLAN YAP
W.Ma. wjmmnTn 1 wrw gang%&
Owner L. 14. 411 e t4 as per S o. rn e-
County I Beaufort ate North Carolina pate - 7 -q D
Approrlmate ncrqs. y cc) Appmdxxte scale i S c c I e
Cpoperging pk$ Beaufort Soil & Water Uomm9ation piahi;t
14 Plan ficodw G- t-r-- L) C & (a� Pbota numbs L� -7 9 - (� o
AiL�ited.bj1 Sam H. Sincleton, Jr. USDA S(dCaoneVtioaSavice
(Soil Conservation Technician)
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SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION ..TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME ? ��rn ' ' 'Y- DISTRICT
COUNTY !3
S. C. S. PHOTO SHEET NO. WORK UNIT iaJa•s °' ^° ' �"
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIO.:IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 111= feet)
Locate reference point on center line of dam and identify on sketch.
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SHOW BORING' NUMBER AND PROFILE
,Make and list dam -site and spillway borings first • then ponded area and borrow it borings - separate
DEPTH p g with pertlCdt red ilRc
tContrnued on bast Where necessary! SNOW water table elevations on dam -site borings.
SCALE
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BnRiNGS 'vIADE $Y`—ft"' x`` ' SIGNATURE & TITLE

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