820261_CORRESPONDENCE_20171231

NUH I H LAHULINA
Department of Environmental Qual

Apoendix 4. Lagoon Sludge Survey Form Revised August 2008
Pa -A-
A. Farm Permit or DWQ Identification Number Allen Cannady #2 82-261
B. Lagoon Identification 1 (#2 faun)
C. Person(s) Taking Measurements Curtis Barwick
D. Date of Measurement 11 /15/2010
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
remote control boat wl depth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
pvc pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
F. Lagoon Surface Area (using dimensions at inside top of bank): 0,57 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points 672 points measued
b. If more than 1.33 ac. acres x 6 = with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump Intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole):
J. Determine the distance from the top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level:
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points)
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points):
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L):
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
Completed by:
Curtis Barwick
Print Name /Signature
1-7
1.6
2.0
0.3
7.4
1.3
6 1 -.•
�n
2.5 at pump intake
Date: 11/15/2010

Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the. Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagdbn has a designed sludge storage volume,
see notes at end of the worksheet The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of -total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the. example. For irregular shapes, convert the total surface area to a square - Y
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example Your Lagoon
1. Average sludge Layer Thickness (T) 2.5 ft. 6.1 ft '
2. Depth of the lagoon from top of bank to bottom soil surface (D) 11 ft. 10.7 ft.
3. Slope = Horizontal/ vertical side slope (S) 3 3.0
4. Length at the top of inside bank (L)
457
ft.
5. Width at top inside slope (W)
229
ft.
6. Length at midpoint of sludge layer Lm = L-2S(D-(T12))
398.5
ft.
7. Width at midpoint of sludge layer W,,= W-2S(D-(T12))
170.5
ft.
B. Volume of sludge (Vs) Vs=L m Wm T
169.860
ft'
9. Volume in gallons: Vsg V*7.5 gal./e.
1,273,950
gal.
10_ Thickness of existing liquid tmt. zone (Y)
3.5
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
12. Length at midpoint of total tmt. zone Lz = L-2(S)(D-(Z12)
409
ft.
13. Width at midpoint of total tmt. Zone Wz = W-2(S)(D-(Z12)
181
ft.
14. Volume of total treatment zone (Vz) Vz = LZ Wz Z
444,174
ft'
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz
0.38
190.0 fL
130.0 fi -
144.2 ft..
84.2 ft. -
74,092 ft'
555,689 gal.
1.0
ft
7.1
ft
147.2
ft.-
87.2
ft.
91,168
ft3
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) ! (Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000)1(447.174 - 85,000) = 84.8601362.174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.81

PLAN OF ACTION (POA) FOR LAGOON SLUDGE REDUCTION r _.
Facility Number: County:
Facility Name:Z
Certified Operator Name: �c., A 64,E Operator #:9 f17d �' _
"Attach a copy of Lagoon Sludge Survey Form and volume worksheets
Note: A certified Sludge Management Plan may be submitted in lieu of this POA.
La oon 1
Lagoon 2
Lacloon 3
La oon 4
Lagoon 5
La oon 6
a. Lagoon Name/ Identifier
b. Total Sludge Depth (ft)
1
c. Sludge Depth to be
Removed for Compliance
ft
d. Sludge Volume to be
Removed (gallons)
onsl-aCo
e. Sludge PAN
(lbs11000.yygal)
/ !!ll
10
f. Liquid PAN
(Ibs/1000 gal
1,3
--
g. PAN of Sludge (Ibs)
PSG.
(d x e)/1000
Compliance Timeframes:
If the sludge level is equal to or higher than the stop pump level of the lagoon or if the sludge level
results in an elevated waste analysis, a sludge management plan that meets the requirements of SB
Interagency Group Guidance Document 1.26 must be prepared by a technical specialist and submitted to
DWQ within 90 days. Work to reduce the sludge level must begin within another 180 days. Compliance
with MRCS Standard 359 must be achieved within two years of the original sludge survey.
If the sludge level is non -compliant but below the stop pump level of the lagoon, a POA must be filed
within 90 days and compliance with NRCS Standard 359 must be achieved within two years of the
original sludge survey indicating non-compliance. ff future sludge surveys do not show improvement in
sludge levels, DWQ may require the owner to develop a sludge management plan that meets the
requirements of SIB Interagency Group Guidance Document 1.26.
SPOA 3-22-2010 Page 1 of 2

'NARRATIVE:. Use this section to describe the method(s) ttft will be used to lower the sludge
depth. If microbe use is planned, specify the product to be used.
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability, the information is accurate and
correct. I further certify and acknowledge that compliance with regard to sludge accumulation
must be achieved within two years of the original sludge survey indicating non-compliance.
Sludge Survey Date: / ���J — /d Compliance Due Date: Z2 - y��l
+11(gn Cu h A6, 6Phone: I %d
Facility O_Wner/panager rint)
1
- Date: o7/ — / M
Facility Own an er (signature)
Return this form to:
Animal Feeding Operations Unit
NC Division of Water Quality
• 1636 Mail Service Center
Raleigh, NC 27699-1636
SPOA 3-22-2010 Page 2 of 2

Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ Identification Number Allen Cannady
B. Lagoon Identification 82-261 #2 2691
C. Person(s) Taking Measurements Dan Bailey
D. Date of Measurement 1214109
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
depth sonar
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
PVC Pipe
c. Thickness of the sludge layer if making a direct measurement with "core sampler'.
F. Lagoon Surface Area (using dimensions at inside top of bank): 0.567 (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = 703 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 0.4
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.6
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.0
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 1.6
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 8.7
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 2.4
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 6.3
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 0.8
Q. If Item O is greater than Item l? proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Dan Bailey Date: 1214109
Print Name /Signature

IF -
Appendix 2. Sludge Survey Data Sheet"
Revised August 2008
Lagoon Identification 82-261
Completed by: Dan Bailey
Print Name
Date: 12/4/09
Signature `J
(A)
(B)
( C )
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of slud a
to lagoon bottom soil
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
1
0.0
0.0
0.0
2
0.0
0.0
0.0
3
0.0
0.0
0.0
4
0.0
0.0
0.0
5
0.0
0.0
0.0
6
0.0
0.0
0.0
7
0.0
0.0
0.0
8
0.0
0.0
0.0
9
0.0
0.0
0.0
10
0.0
0.0
0.0
11
�. ¢
0.0
0.0
0.0
12
13
0.0
0.0
0.0
0.0
0.0
0.0
F 3
14
is
0.0
0.0
0.0
15
v'
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
0.0
0.0
0.0
Number of oints with readings
X X
X X
Average of
X X
2.384
X X
8.694
X X
6.31
oints
At pump
2.6
X X X X X X
intake
*All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet,
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008

The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items 0 and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. ff the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume_ If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness m
2.5
ft.
6.3
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
10.7
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
190.0
5. Width at top inside slope (W)
229
ft.
130.0
6. Length at midpoint of sludge layer L,„ = L-2S(D-(T/2))
398.5
ft.
144.8
7. Width at midpoint of sludge layer Wm W-2S(D-(T/2))
170.5
ft.
84.8
8. Volume of sludge (Vs) Vs=Lm Wm T
169,860
ft3
77,440
9. Volume in gallons: Vsp=V'7.5 gal_Ift3.
1,273,950
gal.
580,801
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
0.8
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
7.1
12. Length at midpoint of total tmt. zone Lr= L-2(S)(D-(Z/2)
409
ft.
147.2
13. Width at midpoint of total tmt. Zone W= = W-2(S)(D-(Z/2)
181
ft.
87.2
14. Volume of total treatment zone (Vz) Vz = L,W=Z
444,174
ft'
91,216
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz 0.38 0.85
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft', then R = (169,860 - 85,000) / (447,174 - 85,000) = 84,860 / 362,174 = 0.24,
16. Design sludge storage volume (DSSV) 85,000
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.85
a

z -- 2
11 �3
4q �-X.-
vV
e
5
y
s
3
7
�
0
0
S
+
t
..
38 it
301
cv l- ►, J f o, p 4-:5 e
$�ca 06F T A c K 1vFsS ( }

Mn�- ice- z � �1�, �,•.,-._ ;� �P,�. s �,. d
(�3) To �-I
PL .4N OF ACTION L.-`,GOON SLUDGE PEJUC T ION
—.2��
Certified Operator N.xm,e: ! Ras5 C14 n., Oper3tor
Note: .-"% l,e-ilc: Cede Slud :.2 `1lar g-z Plarl G'f .Ie subr-nlile,J ir: lie`, of
I Laccor: I I Laeocr, 2; Lacccn 3 i Lacccr: 4 Lacocn 5 Lacccr.6_
a Lagoon Named kdznti<<er Ba — 1�
j
��, k 2 _ ' I
2 -�
b. Total Sludge Depth
c. Sludge Depth to be
Removed for Compliance
i
I (ft)
d. Sludge Volume to be—
Rer;noved (gallons)
3
{
a. Sludge PAN
!
I
(li:s11000 gal)
i
—
-
:. Liquid PAN
I I
(lbsr 1000 Cal)
'
PAN of Siudye (Ibs)
(d x e)110i0
!
5U7e
.3 i zo
i
1
Comoiiancz Timeirames: >� �? Uv 5; afr C� .Qiet.�
w �� i� Y' a
E,u
i) i'' ✓ (

�i'�,r�� �i E I` _. Use this5? :lOi to �r�'S fiDE tt= Tlp:i J�.S1 tf'7: viik be :Seal to IOWe� tnc siudcE
depth if mi_robe use is plcr) d. specify t7e prcdLIvt to be used.
I hereby certify that I have reviewed the information listed above and included within the attached
Plan of Action, and to the best of my knowledge and ability, the information is accurate and
correct.
Facility Ownerim Hager (print!
Facility O ner'M1ar ger (signature)
Phone:
Date
�4La 7C/ �2c

Beverly Eaves Perdue
Governor
Allen Cannady
Allen Cannady Farm #3
891 Ozzie Rd
Clinton, NC 28328
NCDENlt
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
July 31, 2009
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECEIVED
AUG 0 5 200
OENR- FAYEFULLE RC-OIONAE ORFiCE
Dee Freeman
Secretary
This is a follow-up to our March 3, 2009 letter requesting an application from your facility for the continued coverage under one of the
Animal Waste Operation State Non -Discharge General Permits. Current General Permits expire on September 30, 2009. Copies of the
new General Permits are available at httta://h2o.enr.state.nc.Kslaps/afou/applications.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure vour continued coverage under the State Non-Dischar a General Permitsyou must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expirin
State Non -Discharge, General Permit." The application form must be completed and returned by September 3, 2009. Please note. you
must include two (2) conies of vour most recent Waste Utilization Plan with the 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 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 Unit staff at 919-733-3221.
Sincerely.
Ted L. Bush. Jr.. Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Sampson County Soil and Water Conservation District
Fayetteville Regional Office. Aquifer Protection Section
AFO Unit Central Files - 820261
Murphy Family Farms
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636 One
Location: 2728 Capital Boulevard. Raleigh, North Carolina 276N NorthCarolina
Phone: [phone] FAX 1: 919-715-0586; FAX 2: 919-715-6048 l Customer Service: 1-877$23-6748 'A IZV fr ..,.s MF s
Intemet: wwvv.ncwaterQUaIiTv.om
An Equal Opportunity 1 Affirmative ActionEmploye.,

PRODUCER:
LOCATION:
TELEPHONE
TYPE OPERATION:
WASTE UTILIZATION PLAN
Allen Cannady Farm 3
5R 1206; Sampson County
[phone]
Wean - Feeder
NUMBER OF ANIMALS: 2600
(Design Capacity)
RECEIVED
A 2 4 M9
DERR-FAYMENiLE REGIOML OFRCE
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be crown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when. it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crap production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to mare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
vour waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15.4 NCAC
21H.0217 adopted by the=nvironmental Management Commission.
Page 1

WASTE{. UTILIZATION PLAN
Amount of Waste Produced Per Year(gallons, ft. tons etc.1
2,600 animals X 0.42 (tons) wastelanimallyear
fn V ►M '
Amount ofRiant Available,Nitrogen (PAN) Produced Per Year
2,600 animals X 0.48 lbs. PAN/animal/year =
Guide Std. 633)
1,092 (tons) waste/year.
1,248 lbs. PANlyear. {PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. TVrae Per Acre Utilized Aodiication
T4579
6
1,10
Corn
150
5.48
822
April - Jul
T4579
6
Jo
Soybeans
140
5.48
767.2
may -,august
T4579
6
Jo
Wheat
120
5.48
657.6
Sept -April
T4579
6
J0
Cotton
78
5.48
427.44
April - August
T4579
6
Jo
Small Grain
50
5.48
.274
Se 't - April
0
%7
0e
a
0
0
0
0
Total 1 5.481 701.44
'This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses. all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE tfTLLIZATION PLAN
Table 2 ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent iandownermust be attached)
(Required only if operator does not own adequate land (see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# 'No. Tvne Per Acre* Utilized Atinlication
T4530
7
Jo
Corn
160
9 22
1383
March - Juiv
T4530
7
Jo
So beans
140
922
1290.8
June - Sept
T4530
7
Jo
Wheat
120
9.22
1106.4
Sept - April
T4530
7
Jo
Cotton
78
9.22
719.16
April - Auaust
T4530
7
Jo
Small Grain
50
922
461
Sept - April
Y See footnote for Table 1.
Total 1 9.221 1,180.16 J
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 5.4870'
"Fable 2 09.22 1.180 �
Total 14.70 1,1382
Amount of N Produced 1.24E
Surplus or Deficit (634)
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

WASTE UTILIZ4TIDN ;PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by irrigation
Field Soil Type Crop Application Application
No. Rate (in1Hr) Amount (In.)
6.7 Jo Row Crops 0.4 .5-1.0
I
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your. facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. in no instance should the volume of
waste being stored in your structure exceed Elevation "see lagoon desiaann,
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: Grower has an agreement to pump on 21 acres of crow land. Grower
may use any of the crops shown to irrigate, but must adhere to the rates and months shown.
Grower can not plant both fields in cotton, unless he plants wheat or small grain. He must
utlize atieast 124E lbs. N
Acres used are 'wetted'.
Grower uses movable guns for irrigation.
Page 4

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

WASTE UTILIZATION, PLAN
REQUIRED SPECIFICATIONS
(continued)
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 grovrth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following..
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that 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.
Page 6

WASTE UT1LIZ.AT10N PLAN-
R�QUIRCD SPE_C1 =1 [CATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
I 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 snouid be
kept on site,
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping voiume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 6D days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen small be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approacr, excessive levels, pH shall be adjusted for
optimum cron production and maintained. Soil and waste analysis records shall be kept
for rive 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.
2�
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Paoe 7

WASTE -:UTILIZATION -PLAN . .
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Allen Gannady Farm 3
Owner / Manager Agreement
1 (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event iess
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Alien Cannady
(Please print)
Signature: ���� ` - " Date: 1 `
Name of Manager (If different from owner):
Signature:
Name of Technical Specialist: (please print)
Affiliation: Murphy - Brown
Address (Agency):
P.O. Box 856
Warsaw, NC 28398
Date:
Toni W. King
Signature:-- .; ,,t ,� _ Date- }
Page 8

r ago r vL
?200241
R�+
On September 30, 2009, 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 appty for renewal at least ISO days prior to their expiration date. Therefore all
applications must be received by the Division of Water Quality by no later than April 3, 2009.
Please do not leave any question unanswered Please matte any necessary corrections to the
L Facility Number: _and Certificate of Coverage Number: �o, '
2. Facility Name: �1 1p �d� 3
3. Landowners name (same as on the Waste Manageme t Plan): _ %A N ��\ �Q' R r'r
4. Landownees Mailing address: _ c&� ` o—zz tA_ ,�C ,
City/State: _Zip: _ �1� r-i-VD r` l `i C- a % —3
Telephone Number (include area code): E-mail: CA t o — — 5
5. Facility's physical address:
city/state: G ', C
5. County where facility is located: _P`-)
7. Farm Manager's name (if different than the Landowner): _
9. Farm Manager's telephone number (include area code): _
9. Integrator's name (if there is not an integrator write "None"):
I0. Lessee's name (if there is not a lessee write "None"):
1 1. Indicate animal operation type and number:
Swine Cattle Dry Poultry
Wean to Finish Dairy Calf Non Laying Chickens
216 can to Fee er Dairy Heifer Laying Chickens
Farrow to nosh Milk Cow Turkeys
Feeder to Finish Dry Cow Other
Farrow to Wean Beef Stocker Calf Pullets
Farrow to Feeder Beef Feeder Turkey Poults
Boar/Stud Beef Brood Cow
Gilts Other
Other
rtECEIVED I DEER / DV Q
AQuifa� orntfwlion Sec ft
JUL 2 4 2009
Wet Po u f
Horses - Horses Sheep - Sheep Non Laying Pullets
Horses - Other Sheep - Other Layers
beJECEWED
JUL 29 M
REGIOyAL OFRGF
https:llpiratemaii.ecu.edulowalWebReadyV iewBody.aspx?t=att&id=RgAAAADZxpsLQax... 7/8/2009

rage L of
Submit two (2) copies of the most recent Waste Utilization Plan for this facility with this application. The Waste
Utilization Plan must be signed by the owner and a technical specialist. if a cony of the facility's most recent Certified
Animal Waste Management Plan CAWMP has not previousty been submitted to the NC Division of Water Qqalft
two (2) copies of the CAWMP mast also be submitted as part of this appiication.
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
rporation, signature should be by a principal executive officer of the corporation):
Name: Title: Q—y-
Signature: Date:
Name: Title:
Signature: Date:
RECEIVED 1 DENR I DVQ
Nacre: Title: 40pr °rotection Se*n
JUL 2 4 2009
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
Fax Number: [phone]
https:llpiratemaii .ecu.edulowaiWebReadyV iewBody.aspx?t--att&id=RgAAAADzxpsLQax... 7/8/2009

PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
WAST 9 1 UTLlZATION N
Allen Cannady Farm 3
SR 1206; Sampson County
[phone]
Wean - Feeder
2600
Asa—a��
RECEIVE ote)E ,
A�tu'ter pr 49�
S& 2 4 2
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

1i11ASTE UTIL14T1'ON P N
Amount of Waste Produced Per Year (gallons, ft, tons, etc.Z
2,600 animals X 0.42 (tons) wastelanimallyear =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,600 animals X 0.48 lbs. PAN/animal/year
Guide Std. 633)
1,092 (tons) waste/year.
1,248 lbs. PAN/year, (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvne Per Acre Utilized Aaalication
T4579
6
Jo
Corn
150
5.48
822
April - Jul
T4579
6
Jo
Soybeans
140
5.48
7672
May -August
T4579
6
Jo
Wheat
120
5.48
667.6
Sept - April
T4579
6
Jo
Cotton
78
5.48
427.44
April - August
T4579
6
Jo
Small Grain
50
5.48
274
S J,- April
0
."
0
ig
0
0
0
0
0
Total 1 5.481 7U7.44
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realisticyleld Mectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

Table 2. ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe _ Per Acre* Utilized Application
T4530
7
Jo
Com
150
9.22
1383
March - Jul
T4530
7
Jo
Soybeans
140
9.22
1290.8
June - Sept
T4530
7
Jo
Wheat
120
9.22
1106.4
Sept - April
T4530
7
Jo
Cotton
78
9.22
719.16
April - August
T4530
7
Jo
Small Grain
50
9.22
461
Sept - Lkpril
' See footnote for Table i .
Total
Totals from above Tables
L 9.221 1,180.16 1
Acres Lbs. N
Utilized
Table 1 5.48 701
Table 2 9.22 1,180
Total LE14.70 1,882
Amount of N Produced 1,248
Surplus or Deficit 634
NOTE. The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

A TE UT L{ZATION P�
See attachedmap showing the fields to be used for the utilization of wastewater.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate 1nlHr Amount In.)
6,7 Jo Row Crops 0A .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: Grower has an agreement to pump on 21 acres of crop land. Grower
may use any of the crops shown to irrigate, but must adhere to the rates and months shown.
Grower can not plant both fields in cotton, unless he plants wheat or small grain. He must
utlize atleast 1248 lbs. N
Acres used are'wetted'.
Grower uses movable guns for irrigation.
Page 4

EMBOVARS U1"lLh Ti.ON PL�►N
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 90 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips),
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that 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.
Page 6

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

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Allen Cannady Farm 3
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event 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 DEM upon request.
Name of Facility Owner: Allen Cannady
(Please print)
xj�r
Signature: r� J Date:���
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: (Please print)
Affiliation: Murphy - Brown
Address (Agency): P.O. Sox 856
Warsaw, NC 28398
Date:
Toni W. King
.1
Signature:. �;�._s� i _ Date: l 1, t� 4
Page 8

y WASTE �UTILIZATIONPLAN
.. ._.....� ,......_._ .. -,.�.- a.. ..... �..fi.... ... ., .,. ... ' ........ ..-......__ ..r*.'.-.s � rf w..-..._.«um......�:��..-...,..w.. .,...T_,...1—:-.pro.
PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
Allen Cannady Farm 3 A(, I.
SR 1206; Sampson County
[phone]
Wean - Feeder
2600
®EI V R""FRO
APR 2 7 2004
DWQ
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

WASTE
vUTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ft, tons, etc_)
2,600 animals X 0.42 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,600 animals X 0.48 lbs. PAN/animal/year =
Guide Std. 633)
1,092 (tons) waste/year.
1,248 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre Utilized Annlication
T4579
6
Jo
Com
150
5.48
822
April - Jul
T4579
6
Jo
Soybeans
140
5.48
767.2
May - August
T4579
6
Jo
Wheat
120
5.48
657.6
Sept - April
T4579
6
Jo
Cotton
78
5.48
427.44
April - August
T4579
6
Jo
Small Grain
50
5.48
274
Sept - April
0
0
0
0
0
0
0
Total J 5.481' 701.44
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

x,=_��,`` r a°WASTE UTILfZATION PLAN " =
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvne Per Acre* Utilized Application
T4530
7
Jo
Com
150
9.22
1383
March -July
T4530
7
Jo
Soybeans
140
9.22
1290.8
June - Sept
T4530
7
Jo
Wheat
120
9.22
1106.4
Sept - April
T4530
7
Jo
Cotton
78
9.22
719.16
April - August
T4530
7
Jo
Small Grain
50
9.22
461
Sept -April
* See footnote for Table 1.
Total
Totals from above Tables
1 9.221 1,180.1 b I
Acres Lbs. N
Utilized
Table 1 5.48 701
Table 2 9.22 1,180
Total 14.70 1,882
Amount of N Produced 1,248
Surplus or Deficit 634
NOTE. The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

{ _ �+' h..-' �....-..._�:r..•.,,..•-.s+:.•'°'�•.w.x,..........:..............ar."�s•..,xx�,.,.� . s. e'T
X , WASTE`,UTILIZATION PLAN "'I � ,�
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (in.)
6,7 Jo Row Crops 0.4 .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: _Grower has an agreement to pump on 21 acres of crop land. Grower
may use any of the crops shown to irrigate, but must adhere to the rates and months shown.
Grower can not plant both fields in cotton, unless he plants wheat or small grain. He must
utlize atleast 1248 lbs. N
Acres used are 'wetted'.
Grower uses movable guns for irrigation.
Rage 4

j ¢WASTE UTILIZATION PLAN�Y
.M..f_.,_,...��_..i.a�..s..v:.�..._�..:::s+e..:......»;:c �.��,.�.�.,.�.�w..:.:...:..r..�.._<:.,�_.,M....�.,..._:.�...�.3:.`.:a...;:. �r_.,.'�,�•a�..,.:r...'",...�w.R'�,�wt:,e�:wu. _ u.--'"�. �:-..�°..:. t`i.
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, helshe shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

Y:x1NASTE'UTILfZi4TlON PLAN 4A�* I�' 4
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that 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.
Page 6

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

WASTE UTILIZATION PLAN
-__.-_-........c....,-.,,a...,_....�....._.._...�..�;..u..P..._..�wc..ux...�.rce�a... ...,..�,..... ... ..�. ......_c...t...w:s..............u�..u._.sr__..,_�.r.iu�.-...�.......,.,.,,u*'a..�%..vra=::.
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Allen Cannady Farm 3
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event 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 DEM upon request.
Name of Facility Owner: Allen Cannady
(Please print)
Signature: Date: ZC
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Toni W. King
Affiliation: Murphy - Brown
Address (Agency): P.O. Box 856
Warsaw, NC 28398
Signature:
� ,.t_-� `--�-. Date:
j
Page 8

Wettable Acres Determination Certification
Name of Facility: tke.r-\ c,,c A Facility Number: - a LQ
Owner(s) Name: Pwe nL Phone No: 59a'_5� �0_1
Mailing
r'. Q k4
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: Ne-
Y
Owner ignature:: /_ Date:
�1J
Technical Specialist Name: �O.
Technical Specialist Sianatur Date:
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to MRCS Standards. Animal waste
application equipment has been installed according to MRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attu: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
VVADC - 7/99

4
6
STATIONARY SPRINKLER
IRRIGATION SYSTEM
STATIONARY GUN SYSTEM
FIELD DATA WORKSHEET
I.
Gun make and model number, �1 C� r1 \ 0 Q
2.
Gun nozzle size 1 5 [inch], ring orifice,
taper bore orifice
3.
Lateral spacing `Jp [feet] by gun spacing along lateral
150 [feet]
4.
Operatin�. pr� sure at the gun ��
ass
[psi]
S.
Gun wetted diameter a3o[feet]. tneasured or ✓
determined from gun chart
6.
Number of guns operating at one time i
7
Total number of guns or gun locations in the system akA
Exterior guns: ova full circle
part circle
Interior guns: a
full circle
Gun locations permanently marked: yes
✓ no
8.
Supply line Permanent pipe
✓ Portable pipe
**9.
Lateral line size finch]_ If there is more than one size, indicate the size and approximate length of
each. Can be done on the map.
'*10.
Lateral line length
[feet]. (Longest lateral)
*'7 I.
Supply line size [inch]. if there is more than one size, indicate the size and approximate length of
each. Can be done on the map.
**12.
Supply line length [feet].
Maximum pumping distance.
*'13.
Pump make and model numbers
**14.
Pump capacity �k5
[gprn]
**15.
Engine make and model number Y _
_ , or
*'16.
EIectric motor horsepower and rpm [lip]
[rpm]
Note: It is strongly recommended that you field measure the gun wetted diameter. It should be done on the
longest lateral about half -way down the lateral_
* Locate each gun or gun location on the map. Indicate whether it is full circle or part circle. Show the location of
the supply line. Irrigated acres are determined by lateral line, by zone, or by field.
*' Optional data, furnish where possible
*** Information furnished by
and/or
Signature of gq[vn r facility representative Signature of technical specialist
Printed name of owner or facility r'epresentatise Printed name of technical specialist
Date /Y �� " 1r� �� Date
*** Only the person or people collecting the data should sign the Field Data Worksheet.
15

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) '`;L- awlHeld number (identification) },e I � U
?. Irrigation v slern designation `/ Existing irrigation system
New/expanded irrigation system
i, Number of stationary sprinklers _ # Interior sprinklers # Exterior sprinklers
4. Wetted diameter L I Ifeetl from Field Data Worksheet
5. Spacing ^� Sprinkler spacing along lateral [feed
Sprinkler spacing as a percentage of tivutted diameter
6. Sprinkler pattern Multiple laterals Single lateral
ENcessively spaced sprinklers
7. head the irrigated area per sprinkler for thr given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler Ideation.
= 513 Acres per interior sprinkler from
.1ca� Acres per exterior sprinkler from
fable A ColuniJ�
Tahlc 1A Column C-
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the meld. Add all Of these. The sum is the total irrigated acreage for the field.
. Sti 3 (a) Acres per interior sprinkler Y # Sprinklers = • 5� 3 acres
•� (b) Acres per exterior sprinkler Y # Sprinklers — •`a ~! Acres
.y Total wettable acres for fiend (Sum: 8a f 8b)
V y -�s -©�
Wettable Acre Computational Worksheet completed by. '�+� ^ Date:
Signature of technical speS�ist
!]61
YJ

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER /GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farni number (identification)aalp1_ Field number (identification)
2. Irrigation systeni designation v FAisting irrigation syste►lr
New/expanded irrigation syste►►►
3. Number of stationary sprinklers # Interior sprinklers # Exterior sprinklers
r
f. Wetted diameter [feet[ from Field Data worksheet
S. Spacing S0' _ Sprinkler spacing along lateral Jfeetl
Le ��6 Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern ✓ Multiple laterals Single lateral
Excessively spaced sprinklers
7. !lead the irrigated area per sprinkler for flit given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
. D Acres per interior sprinkler from Tabie �_ Column
`ply acres per exterior sprinkler from `fable y Column C
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of ihese.l'he sum is the total irrigated acreage for the field.
S 1� (a) Acres per interior sprinkler X # Sprinklers Acres
(b) Acres per exterior sprinkler Y ILA # Sprinklers = ti Acres
�•- Total wettable acres for field (Siam: 8a + 8b)
Wettable Acre Computational Worl;sheet completed bv: Date:�Y�� O—ti
Signature of technical spedll ►st
'16)

BIG GUN@ PERFORMAINICE TABLES
's-
P. S.j l lt.A
so I Ec 2
-3a- I ae 250' 1 ;13 2s"
-Sig —0 �S�-
a na, i too 270-
Ito I -,6 Z!S,
DIA
IA MA i
I
I kz=== MkM5-,- C:z zf;
:S 295' 1 2C�-' I 7
150 315* i I-t 224' j!
251
G Pm :[A i G21A DIA
ISO wo,
3c", ;7 -am'
22i, 1 771 36r
122 •zv tx-, 3u 3W
GPM OIA
I S—m
GPKI :1A.
c �!,l
Ln
1H -zc- i
—z,
1
5 0
i 1 7— zz!, z tt I
-:, -1
21 5 z
Z:
Er,
:,10:.
. 0 — I
20
-�,lt
. - I F.:-
— - - j -:-. � -3
:.275—
,-4: 15,:
:17t
CIO I C! 124 2SC,
C, 570 23a.
:62 3CE, I
I�.- c fSM-�� I
-. I �
2 T
L!-Z _
. ..-7
50sS ER IES`s I
W��
tc�- ZZ!
I Zen .7!' ---
�7' -ZC, 1 1
nje
r-PM CIA, -P"t
20i
290, Zzi Z7: :415,
.5
500, MCI, zac
ZD to! 320* =.15
20Z 1Z5, 36c* �2C: 260' 1 tam 4-Wl
FA
GPM• D:: GP GPM DIA ::IA Gbu
�5 iz- a:! —Ass".
7:
'Es,
- o 410. JE­
C Sr� 675 4&S 9 so 5:-
410'
5—67E.-.
55 5:V 5n 575
4 3C, J4 -so 535' ;0 Stc*
53 zz 63 5
?A -70 5g5 iISE 160 !,50, 1210 5 20'
iN—C-2I c
: —EY
tz
270
4
-CS'
425'
4QC
f
zz
130
-7.-450..
655
9 7:
41351
57!
SEE
630
-;5 51
E:5
73'
7,S
Las'
5!5
I
T
70,
q03
5,
s5o,

'R 7z,yi'
tk
4 lnu
11 1 . IW 1PI,
w w
09— —6 loam
ss40
94
4;,�Mw 1
T). �Tl; Y. -Vk*
`'4jA W-1
, R�,A
Nr o 'I M I - M � .,. %�M �M �A
FFFW- ZAK;
I e
gy area
e
lips
64
2t
F mom M NOW"
AI
$4
4 TIN
WIT,
21
lilt,I,
vma_g�= -siq i Y
loll
Rig"
. . . . . . . . . . ....
I

Feet I inch equa4S 200 feet
} 75 150 300 450 600

North Carolina
Michael F. Easley, Governor
NCDENR
Department of Environment
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
April. 29, 2005
Allen Cannady
Allen Cannady Farm #3
891.Ozzie Road
Clinton, NC 28328
Dear Mr. Cannady,
and Natural Resources
William G. Ross Jr., Secretary
Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
Enclosed is a current copy of the Certificate of Coverage and a General permit for your farm, facility #
82-261. The Division of Water Quality asks that you please review this permit and place the copy of the
permit and Certificate of Coverage with the farm records. If you have any questions please call me at
910-486-1541 ext. 730.
Thank you
�.�
Mark Brantley
Environmental Specialist
225 Green Street — Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone] FAX: [phone] Internet: w,.ti,_enr.state.nc.us/ENR/
An Equal opportunity.. Affirmative Action Employer — 50 :o Recycled 1 10' 'u Post Consumer Paper
NorthCarolina
Aaturally

o�pF W ATF9aG Michael F. Fasley, Governor
William G. Ross Jr., Secretary
North Carolina Department of E.nvirontnent and Natural Resoumxs
y
❑ /' Alan W. Klimek, P.E. uay
Quality
Division of Water Quality
March 31, 2005
Allen Cannady
Allen Cannady Farm # 3
891 Ozzie Road
Clinton, NC 28328
RECEIVED
MAR 3 1 2005
OENR-FAYEiIEVILLE REGIONAL OFRCE
Subject: Certificate of Coverage No. AWS820261
Allen Cannady Farm # 3
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear Allen Cannady_
In accordance with your application received on March 14, 2002, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Allen Cannady, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with General Permit
AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Allen Cannady Farm # 3, located in Sampson County, with an animal capacity
of no greater than an annual average of 2600 Wean to Feeder swine and the application to land as
specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to
Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are
unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keepi
and monitoring conditions in this permit.
If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property. Mina
tuarldlY
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportuno/Affimefive Acton Employer— 50% Recycledl10% Post Consumer Paper

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terns and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date -of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact J R Joshi at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
APS Central Files Permit File AWS820261
AFO Files

- 01/10/2002
1a:la
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(MIS FORM W Y BE PHOTOCOPIED FOR F U A5"ORIGIVAL)
General Permit - Existing Animal Waste Operations
919-725-604� DMQ NMI DISCHARGE SR
PAGE 02
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
I _ GENERAL INFORMATION:
RECEIVE©
1.1 Faciliry Name: Allen Cannadv Faroe #3 WATER QUALITY SEC
1.2 Print Land Owner'3 name: Allen Cctnnad
1.3 Mailing address: 991 Ozzie Road LIAR 14, 2002
City, State: Clinton NC Zip, 28323
Telephone Number (include area code): 910-592-5961 -_ ronN_nigrHARr.E P-ERIV
1.4 County what facility is located: Sampson
1.5 Facility Location (Directions from nearest major highway_ Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the fa m identified): On northeast side of SR 1206 !Epmx. t mile cast of
Sit 1211.
1.6 Print Farm Manager's name (if different flrom Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Quarter M Murphy Family Farms -
1.8 Date Facility Originally Began Operation: 7I&1994
L9 Date(s) of Facility Expwsion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 82__ _ (county number); 261 (facility number).
2.2 Operation. Des to ptwn: Swine operation
V�eau to Feeder
26QD- Certified Design Capacity
Is the above information correct? =yes, Mno. If no, correct below using the deaign capacity of the facility
'lyre "No. of Animals" should be the maximum nurn'bFrr which the waste management structures were designed.
Type of Swine
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wtan (# sow)
D Farrow to Feeder (k sow)
0 Farrow to Finish (9 sow)
No, of Animals
Tie of Paultry N o. of Animals
4 Layer
o Non -Layer
0 Turkey
Tv e� of Cattle No. of Animals
0 Dairy
G Beef
Other Type of Livestock on the farm; No. of Animals:
FOILM: AWO-G-E 717/99
Page 1 of 4 82 261E

-'01/1r0/2e02 16:113 919-715-6049 i 1Dt4Q 140N DISC-144R53E ER PAC,1! 03
23 Acreage cleared wid available for application (excluding all required buffers and areas not covered by t:7e application
system): 9.50 __, Required Acreage (as iisud in the AWMP):
2.4 Number of lagoons/ storage ponds (circle which is applicable):
2.5 Are subsurface drains present within. 100' of any of the application fields': YES o (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagocn(s)? YES or O (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, N dardi, etc.) (Swine Only)
f YES I or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? [`r
What was the date that this facility's land application areas were sited?
3. R.EOUIRED ,ITEMS CHECKLIST
Please indicate that you have :ncludcd t+he following required items by sipmg your initials in the space provided pext to each
iWm-
3.1 One completed and signed original and one copy of the application for Cer:eral Permit - Animal
Waste Operations;
A1' ants initials
3.2 Two copies of Q general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAVI P). If the facility
does not have a CAWNiP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components. Some of rhese components may not
Ame been required at the time the facility was certifird but should be added to the
CAWMP fo-permining purposes:
3.3.1 The Waste Utilization Plan (WL"P) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by whicb waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field rued for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation, (RYE) for every crop shown is the W'UP-
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in thr WUPL
3.3.9 The required MRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3_15 Lagoon/vorage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluatiocs, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWIAP includes any components riot shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 7/7/" Page 2 of 4 82 _ 261

Facility Number.
Facility Name:
4. APPLICANT'S CERTIFICATION:
I, _ A��-`n 0 n 2st c%- vt _ „ (Land Owner's name listed in question 1.2), attest that
this application for 01\eV\ N---� rr, 3 (Facility name listed in question I.1)
has been reviewed by me and is accurate and comp to to the best of my Enowledge. I undesstaad 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 retutae pl
Signature Date 3 -
5. MANAGER'S TIFICATION. (complete only if different from the Land Owner)
L _ _ (Manager's name listed in question L6), attest that this
application for (Facility name listed in question I.1)
has been reviewed by me and is accurate and complete to the best of my owledgc. 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 as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 1/23/98 Page 3 of 4 MOO 2021900 49

Producer. A [ I er\ Ca -A-- 3
Location:sr? I a o 54 S o w
Telephone: ch p S(.'{ — a a' a
Type Operation: w c.q v% -- IrccA ev—
Number of Animals: �lQpp
mega wry)
RECEIVED
WATER QUALITY SECTION
LIAR 14 2002
NON -DISCHARGE PERMITTING
The waste from your animal facility must be land applied at a specified rate to prevea
pol=n of snfface and/or groundwater. The plant nutriears in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fiekds
where the waste is to be applied. This waste utilization plan uses nitrogen as the Ium�g
nutrient Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant mztrients can be balanced for realistic yields of the
crop to be grown.
Several factors are impon= in implementing your waste u T=tion plan m order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Sort types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water holding capacities. Nommlly
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per 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 runoffto surface waters which is not
allowed under DEM regulations. Wind conditi= should also be considered to avoid driff
and downwind odor problems. To maximize the value of mitrients for crop proms
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.
140020 20 407 40

0
Amount of Waste Produced Per Year Ions t etc.
Amount of Plant Available N'arogen (PAN) Produced Per Year
animals Xj-;ts. PAN/m6=Yyear = -%Lf %S. PANlyear. (PAN fromN. C. Tech
Guide Std. 633)
Applying the above amount of waste is a big job. Yon should plan time and have
appropnate equipmeat to apply the waste in a timely manner.
Ihe faIlowiag acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lb& N Acres Lb& N Month of
# No. Tvae - Per Ac_ * UdTzed Application
IMm AM.
* This N is from anima! MMSW only. If nutriurts from othrr sour M such as corm w=d
fen &,o— are applied, they must be awommed far. N must be based on makgw-- /
exprrlation.
NOTE: The applicator is cautioned that P and K may be over applied while naming the N
rap imc Beginning in 1996 the Coastal Zone Ma wmzentAct will Mairefwmwxin-
sonw eastern counties of North Carolina to have a nu&ient management plan that ad*'"=
all nuw,� This plan only addr=zu Nitrogen
2
M00202040741

i
r
Table I ACRES WITH AGREEMENT OR LONG TERM LEASE
(Apume= with adjacent Landowner mast be aarached)
(Regmnd only if operator does not own
adequate Land [see Required Specifiaaion 21)
Tracy Fed Sod Crop Lbs. N Acres Us. N Mouth of
# No. Tvae Per Ac_ * Utz _ AvuHcation
M I M 0
-r�N.9�
.
* See foobrote far Table].
Total 11 1� . d I I
Totals from above Tables
Table i
Table 2
Total
Amount of N
S+uphss o
Acres Lbs. N
Utilized
9,0
JOSO
1 . o
r4O
all. b
a17 a 4
Produced
r
{ 15
r^te?; ry. I' k+
fpp o1'•►
NOTE The Waste Util%zadon Plan must contain provisionsforperiodic land
application of sludge at agronomic rates The sludge will be nutrient rich -and will
requireprecautionary measures to prevent overapplication of nutrients orotlrer
elmentsr
3
M00202040742

See attached neap showing the fields to he used for the utiliization of waste water.
Application of Waste by Ligation
Field Soil Type Crop Application App&=fian
TMS TABLE IS NOT NEEDM 1F WASr8I5 NQT 3EING AFF= SY rTtsrIGATrnN. HOWEVF$ A SMM AR TABLE WE L
HE NDEEEMD F08D$Y LI= Oft SLUMY-
Your amity is designed forl-f-0 days of temporary storage and the temporary storage
must be removed on the average of once every L MONTHS. In no instance should
the volume of waste being stored in your structure exceed ]Elevation cr- lalool,
Call the local Natural Resources Conservation Service (formerly Soil Conserva non J
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in deterraining the amount per acre to apply and the proper
application rate prior to applying the waste.
1400202p40'1.43

a a , ` a 0.0
`:r.
� '1i��, 'y J�� r- w� � _ Sal 1� ,� -� - •s^'. - 0wq
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that 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.
Page 6

- t _ : lie-n.-•'z.: a.Y�....ero9._z$"
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications animal waste
during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

•AWM gala
� � icy iS � � � G.' :a! � � �, , ;�7�,°.'•3 -"�,,'�"'���:r.��,,, ."�.
i t it
tlf:10(wMa�Nrs� -TP NU
Name of Farm: �� ,•• a.�
Owner/Manager Agreement
I (we) understand and will follow and implement the spoon and the apemtian and
maintenance procedures established in the approved animal waste. upon plan for the
farm named above. I (we) know that any expansion to the existing design capacity ofthe
waste treatment and storage system or construction of new facilities will regime a new
certification to be wed to the Division ofEuvirommg= Management (DEbn before
the new animals are stocked I (we) also understand that there mast be no discharge of
animal waste firm this system to sauce wasters 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 Distdct and will be
available for review by DEM upon request.
Name of Facility Owner: A Cc.
(Please priest)
Signature: Date:
Name of Mang firm owner):
Signature:
Name of Tecbmeal Specialist: (Please
Address Q
Sigiu
Date:
<e�
M00202040747

4
M
U- S. DEPARTMENT OF AGRIC
ULT�URE
-'%iCMIIIMR W4 SOIL COUSERVATION SERVICE.
CONSERVATION PLAN M"
Owner_ Operator
County .5 4o� State Date
Approximate acres 11,33 Approximate scale 4n S,-.+-Ir.
Cooperating with Sou Conservation District.
_:
P amber
Ian identiff6ido" Photo
..:Assisted by USDA, Soil Conservation Service
7
A:
k-
A
SPRAY
V a W
ol llXl-A5 14
1400202040748

-.72 Owner -
County —
1.
Soil surve3
W1
-IT

NMI 19 t�ra Ai �.WIN
ANIMAL WASTE U RATION ACREEMEN'I'
(Needed only if additional land has to be leasers eta)
I, ��/� )ION' , hereby give ermission to
apply animal waste from his Waste Utt7ization System on Z5— a es of my land for .
the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other trace
elements and when properly applied should not harm my land or crops. I also understand
that the use of waste wf reduce my need for commercial fertdi=.
Adjacent Landowner: Date: +r
Waste Producer: Date• 0 ��
Technical Representative: Date: gf?
SWCD Representative: Date:
Tetra of Agreement: 8 19.16 to 8' ( , 20 O (p
_ Win== of Ten Penis on Cart Shared Items)
(See Regncred Specification No. 2-)
M00202040750
9

System Calibration
Information presented in manufacturer's charts are based on
conditions with relatively new equipment. Discharge rates ar
RECEIVED
WATER QUALITY SECTION
MAR 14 2002
,PERMITTING
rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and- accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment an a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction'
of pull. Set our collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Cerrirrcation Training for 00erations of Animal Waste Management Systems Manual
M00202040776

OPERATION & ANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods_
Manrnum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudaaa ass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste mannement plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage spat: available in the lagoon for future wet
periods. In the lase summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
nudnrain the lagoon close to the minimum liquid level as -long as the weather and wave
utrZiration plan will allow it.
Waiting until the lagoon has readied its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods. _
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a viamon of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following.
Maintenance of a vegetative cover for the dam.
Fescue or common bermudag=s are the most common vegetative
covers. The vegetation should be fertilized each year, if -needed, to
maintain a vigorous stand. The amount of ferdlizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embanl anent and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent_
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, Wig, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria, in the Iagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at Ieast monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes —look for.
I. separation of joints
2. cracks or breaks
3. accumulation of salts or rninemis
4. overall condition of pipes
M00202040777

Lagoon surface —look for:
1. undesizable vegetative growth
?, floating or Iodged debris
Embankment --look for:
1. . settlement, cracking, or "jug" holes
2. side slope stability —slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand or vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the -Lagoon maybe
used to reduce the wave impacts.
r
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste Iagoons. You may need to provide a temporary -fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
I _ recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump opexadon_ An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that YOU
are not completely "surprised" by equipment failure. You should perform yourpumping
system maintenance at a time when your lagoon is at its low leve.L This will allow some
safety time should major repairs be required- Having a nearly full lagoon is not -the time
to think about switching, repairing , or borrowing pumps_ Probably, if your lagoon is fa
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your Igoon and other waste
treatment or storage structures. The only waxer that should be
coming from your lagoon is that which comes from your .flushing
(washing) system pipes and the rainfall that hits the lagoon directly -
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3_ ridge berm height
M00202040778

Identified pmblems should be come: ted promptly. Iris advisable to inspect your sys=
during or immediately following a heavy ran. If mchnical assistance is needed to
dea=mine pmpc-Y solutions, consult with aapropriam experts_
You should record the level of the lagoon just prior to when rain is predicted, and then
re and the level again 4 to 6 hours after the rain (assumes them is no pumping). This wM
eve you an idea of how much your lagoon level will rise with a c.-train rainfall amounr
(you must also be recording your rainfall for this to work) _ Kaowing this show helm is
planning irigadon applications and storage. If your lagoon rises excessively, you tray
have an inflow problem from a stria= water diversion or there may be secpage iaio the
lagoon from the si=unding land.
Iagoon- Ope2#ion
1. Lmediately after coas=cdon establish a complete sod cover on bare sml
surrfa= to avoid erosion.
2_ Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taidng rare not to erode lining or bank slopes.
3. Drainvi= into the lagoon should have a #legible pipe extender on the
end or the pine to discharge near the bottom of the fagoon during initial
fdling or another means of slowing the incoming crater to avoid wosion of
the lining.
4: 'When possible, begin loaning new lagoons in the sating to max mi=
bacti---W estabhsament (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine Lagoon in the amount of 0.25 pe:=t of the full-laggom
liquid volume. This seeding should occourat:least two weeks prior to the
addition of wamwar.
6_ maintain a periodic chi on the lagoon liquid ply If the pH falls below
7.0, add agricultural lime at the rate of I pound p=- IW04 cubic few of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon licaU
pH is between 7.5 and 8.0.
7. A dark: color, Iack of bubbling, and excessive odor signals inadrqua
biological activity. Consultation with a t=hnical specialist is recommended
if these conditions occur for prolonged periods, esaecially daring the warm
season.
The more freauently and regttlariy that wastewater is added to a lagoon, the bettenthe
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment Pit revharge systems, in which one or more buildings are dra ne
and recharged each day, also work well_
M00202040779

Practics water conservation--mininnrize building water usage and
spillage from lea-king-warerers, broken pipcs and washdown through
proper maintenance and water conservation_
Minimize feed wastage and spillage by R ping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the AM temporary storage level_
Plate, visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid -lever (Figure 2-1).
Suet irrigating at the earliest possible date in the spring based on
nutrient reouireutents and soil moisture so that'temporary storage
will be maiimized for the summer thunderstorm season. Simzlazly,
irrigate in the late summer/early fall to provide n=;dmum lagoon
storage for the wince.
The lagoon liquid level shou Ld never be closer than 1 foot to the lowest
Doint of the dam or a nbankme.-I .
Do nor pump the lagoon liquid level lower that the peananent storage
level unless you are removing sludge.
Locate float pump intak..s approximately 18 inches underneath the laauid
sur ar~ and as far away from the drainpipe inlets as passible.
Prevent additions of bedding matesals, long-st:. rued forage ormget rion,
molded few, plastic syringes, or other foreign rn;=21 into the-lag,von..
Frequently remove solids from catch basis at end of confinement anuses or
wherever they are ins7a11e3.
Maintain strict ve7eation, rodent, and varmint ccm=l near lagoon edges.
Do not allow txe`s or large bushes to grow on lagoon dam or embm ko=t
Remove sludge from the lagoon either when the sludge storage capa=ty is
full or before it ells 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closurc plan to eiirr ivare the possibility of a
pollutant discharge.
SIuclge.Rernoval.
Rate of lagoon sludge buildup can be reduced by: 1400202040780

proper lagoon sizing,,
m=hanicai solids =aradon of flushed waste,
gza ri settling or rlLhed waste solids in an appropriately designed barn, or
mttumwng feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored Iong term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal to :hniaues:
E—= a custom applicator -
;fix the sludge and lagoon liquid with a chopne= agitator impeller
pump through large -bore spriiZkier irrigation system onto nearby cropland.;
and soil incorporate_
Dew=r the upper part of lagoon by irrigation onto nearby cropland or
fora eland; mix remaining sludge; pump into liquid sludge appucamr, haul
and spread onro cropland or foragelaud; and soil. incorporate_
TDewater the upper parr of lagoon by irrigation onto nearby cropland or
forageland; dredge siudge from lagoon with drrag�ne or sludgebar--e; berm
an area beside lagoon to receive the sludge so th= liquids can drain back
into lagoon; allow sludge to dewat=-, haul and soread with manure sm=de~
onto cropland or foza eland; and soil incozpor=_
Regardless of the method, you must have the sludge rnateriai anaivzed for waste
consd=== just as you would your lagoon wu=. The sludge will contain different
nutrient and memi values from the liquid. The application of the sludge to fields will• be-
limited by these nutrients as wet as any previous waste applicadons to that field and cvp
requirement- Waste application ra= will be discussed in demil in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If t`ie line. is damaged it must be repaired as soon as
possible
Sludge removed from the lagoon has a much higher phosphorus and. heavy metal content
than liquid_ Because of this it should probably be applied to land with low phosphorus
and metal levels. as indicated by a soil test, and incorporated to reduce the char= of
erosion_ Noce that if the siudge is =lied to fields with very high soil -test phosphates, it
should. be applied only at rarer equal to the crop removal of phosphorus. As with otite:
wastes, always have your Iagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site`
Extra, pr==tion should be used to ooserve the wind diz=don and other conditions which
could increase the concern of neighbors_
M00202040781

Possible Causes of Lagoon Failure
Lagoon f2Rtaes=dC in the [3npLinned discharge of wastcwa= farm the St cattr— Types
of faV== include leakage through, the bo=m or sides, overtopping, and breach of the
dam- Astmunfl proper design and construction, the owner has the responsibility for
p**„11ring srrucmas safety. Items which may lead to lagoon faaiures include. -
Modification of the lagoon struc=----an e=uple is the placarst of a pipe
in the dam without proper design and construction. (Consuitan expert in
lagoon design before placing any pipes in dams)
Lagoon liquid Ievels—high Ieveis.are. a safely risk.
Failure to inspect: acid maintain the dam_
EXc.'SS suzfw-- water flowing into the lagoon.
Liner integrity --prow= from inlerpipe scarring, damage du6ng sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water -will soon cansw
gullies to form in the dam. Oncz this ciarnage starts, it can a_uickiy.crose a large discharge
of wastewater and possible dam failure.
M00202040782

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910 Lis(. f5H
EMERGENCY MANAGEMNET SERVICES (EMS) —'Ito 5qa
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910 5 a
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) pc) 5E'a jjrs
COOPERA i1VE EXTERSION SERVICE (CES) Oro �fflz_1 1Co 1
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should nor wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should snake every
effort to ensure that this does nor happen. This plan should be posted in an accessible
location for ail' employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending an the situation, this may are may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no sumace water is entering lagoon.
a. Runo��; from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate writ 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 flaws 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 -possible action:
a. Dig a small sump or ditch from the embankmearto catch all
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 evaluare the condition of -the side walis'and lagoon,
bosom as soon as possible.
M00202040783
1,

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste. reach any surface waters?
b. Approximately how much was released and for what duration?
C. Any damage 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 wells 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 DWI regional office; Phone - -. After
hours, emergency number. 919-733-3942. 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 movement of
the spill, weather and wind conditions. The corrective measures that -have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.- Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
MRCS once for advice/technical assistance phone number - -.
4. If none or the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contac, the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name- M,,.r c "'
b. Contractors Address: o ,� 0 1 ,
c. Contractors Phone: a ra 4-r9 ti
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: ro.i (A�e.�p�e,lC
b. Phone: 9r0 d -z- !
7. Implement procedures as'advised by DWQ and technical assistance agencies to
recrify the damage, repair the system, and reassess the waste managment plan To
keep problems with release of wastes from happening again.
Z
14o0202040784

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 water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systerns (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
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate tow area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
O Maintain fence rows and fitter strips around animal
holding areas to minimize accumulations of wastes
(Le. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
10
M00202040785

Dry Manure Handling Accu uladons of eninsai wastes Remove spillage on a routine besis (a .7-10 dry
Systems interval during summer; 15.30 days intervd during
winced where Rseroure is loaded for land app&astian
or disposal_
() Provide for adeguats drainage around manure stnel�irs.
(� inspect for and remays or break up sco wwAzt ad worms
in -Mier stripes around stockpiles and nmrma t=%Wr%q
areas as needed -
The issues checked ( ) permin m tilts operation. The landowrlerrntegrw=r agrees to use sound jtldgrnent in applying
insect control measures as pracdcW.
l cerffy the aforernerrdarred insect control Hest; Management- Practices have been reviewed with me.
or more inforrrsadon CartthCt-fee Caaparative Exroaaan Service, Department of Entornology, Sox 7613-North Carafins state University. Raleigh, NC
?7fi95-7fi13_
kMIC--November 11, 1996
M00202040786

SWINE FARM WASt MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Pracdces
Farmstead
Swine production
VVegeraava or wooded buffers:
ill Recommended best man4cament
p ces;
Goad judgment and corr=on sense
Animal body surfaces
Dirry manure -covered animals
2- floors
Rear surfaces
Wet manure -covered floors
rjSJottad floors;
Watarers located over slotted floors;
( ers at high and of solid floors;
Scra¢a manure buildup from floors;
() Underfloor ventilation for drying
Nisnure collection pis
Urine
(k <equant manure removesi byflush,pit
racharge,or scrape
Parital micorbial dacamp"don { J Underfloor ventilation
Verttiladon exhaust farms Volatile gases;
maintenance;
{-
Dust
/Fan
{- bfiicienr air movement
Irmloor surfaces Dust
Uzashdown between groups of arvnmals
(} Food additives;
{ } Feeder covers;
(} Feed delivery downspout extenders to
feeder covers
iitrslm tanks Agitation of reeydad lagoon
(l Bush tank covers
liquid whiles tanks are filling
(} Extend fill Lines to near bottom of
tanks with and- iphon vents
Rush allow Agitation during wastewater () Underfloor flush with underfloor
conveyanance
ventilation
'it recharge points Agitation of recycled lagoon () Extend rechard lines to nearbottorn-of
ligtdd while pits are filling pits with anri-siphon vents
ift stations Agitation during sufnp tank IMng ( J Sump tank covers
and drawdown
utside drain eollecvon Agitation during wastewater { ] Box covers
junction boxes conveyance
d at drainpipas at lagoon Agitation during wastewater {) Extend discharge point of pipes
underneath lagoon liquid level
goon surfaces Volatile gas errnssions (kProper lagoon liquid capacity
iological mixing Correct lagoon startup procedures
Agitation (lj�Mnimum surface area -to -volume ratio
(d,14nimum agitation when pumping
() Mechanical aeration
( J Proven biological additives
ration sprinkler noz=lus High pressure agitation (llrrigara on dry days with little or no wind
Wind draft { 1 Mrrmum recommended operation pressure
( } mp intake near lagoon liquid surface
O Pump from second -stage lagoon
)C--Novamber 11, I996
M00202040787

Storage tank orhasin Partial microbial decomposition {) sotrorn or miiwaval loading
surface Mixing while fidling (} Tank covers
Agitation when amptying (} $+main surface mars of solids
{) Proven biological additives or ottidants
Sarding basin surface Partial micabial daeampostition ( I Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying { } Remove settled solids regularly
Manure. slurry or sludge Agitation when spreading {) Soil infection of slung/sludges
spreader outlets Volatile gas emissions () Wash residual manure from spreader after use
{ ) Provers biological additives or wddants
Uncovered manure, slung Volatile gas emissions while drying ( ) Soil infection of slung/sludges
or sludge on field surfaces ( ) Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
( J Proven biologioai edditives or oxidants
Dead animals Carcass decomposition { Proper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits (} Proper location/construction of disposal pits
ncinarators Incomplete combustion ( ) Secondary stock burners
handing water around Improper drainage { rode and landscape such that water drains
acilities Microbial decomposition of away from faaliries
organic marrer
Tenure tracked onto public Poorly maintained access roads { Farm aceass road maintenance
)ads from farm access
dditfonal information: Available Frorr>=
ovine Manure Management: 0200 Rule/$MP Packet NCSU-Caumty Extension Caarar
vine Production Farm Patantial Odor Sources and Remedies, EBAE Fact Sheet
NCSL -aAE
vine Production Facility Manure Management: Pit Recharge—Ugoon Treaanenr, EBAE 123-88
NCSU-SAE
vine Production Fact ty Manure Management= Underfloor -Ruse —Lagoon Tranunen= ESAE 129-88
NCSU-BAE
goon Desig and Management for Livestock Manure Treatment and Storage: ESAE 103-93
NCSit 8AE
libration of Manure and Wastewater Application Equipment; EEAE Fact Sheet
NCSU-BAE
nualling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Aronmental Assuranc Program: NPPC Manual
NC Park Produces Assoc
dons for Managing Odor, a report from the Swine Odor Task Force
NCSU Agri Gommstnizanorss
lance Concerns in Ani"W Manure Management Odors and Mac: PRO107. 1895 Conference Proceedings
Florida Cooperative Extension
issues checked ( ) pertain to this operation. The landownerintegrator agrees to use sound judgment in applying
)r control measures as practical.
rtify the aforementioned odor control Best Managment Practices have been reviewed with
owner
M00202p40788
C—November 11, 1995

a
MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
{ } Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of waxer.
(� Rendering at a rendering plant licensed under G. S. 106-168.7
{ y Complete incineration
{ j In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Departmen-r of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian musx be attached)
1400202040189

E®®®®®®®EMEMEMEM01®MENES OEM

U. S.'Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner A11fra= 'CAJL ' County
Community or Group^No:` Conservation Plan No.
Estimated Depth of',W4-er to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard' Investigation
Evaluation by reach _of._flood ,plain downstream to the point of estimated minor effect
from sudden dam: fai.l,ure:
st.. E ev... ; s ..Elevation
Kind of :Improvements: of'Breach
Reach: Length: Width'-- Slope''Land Use, Improvements -Above '::Floodwater Above
Flood. Plain: 'Flood Plain
Ft. Ft. Ft: Ft.
2 .
3
Describe potential for loss of life and damage to existing or probable futu
improvements from a sudden breach 4 <u djo s A;j,.An PS Sixtacit.Rc _ csrli ,
-fie d s, �1�t&h!A . k�a.., d WAs iic / a- 14Jzd �nAu 3700
MNd srx4o.,.., .
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
/4W L
-Dam Classification ODII, III, IV, V)
By.
name
C5T
e
Concurred rn 5ar
name itle
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 6-2z-7 3
Date (a -;2,?-F 3 --
M00202040752

• GAR"ND QUADRMUNITED STATES
NORTH GLE DEPARTMENT OF THE INTERIOR
CAROLINA 75 MINOTE SERIES CrOPOGRAPH[c) GEOLOGICAL SURVEY
SWA C.AML^M is QUADRAWAIE 7892?'30' I 741000-
v
low,
u
A2
- Itp
2,
-0
®R
J;
40
_0
7
d;
vp
us
j
Mrr 8 A4L
?42 a 42f 4
f(
It
�M00202040753
A2 LK
s
r
00
J
[on

QUARTER M FARMS, INC.
s P.O. Sox 607
Rose Hill, NC 28458
Farm Operator: Allen Canady
Date: 02/18/94
.Page 1
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
SECTION 1: CLEARING
All trees and brush shall be removed from the construction area before any
excavation or fill is started. Stumps will be removed within the area of the
foundation of the embankment, all fill areas and all excavated areas.
All stumps and roots exceeding one (1) inch in diameter shall be removed
to a minimum depth of one (1) foot below final grade. Satisfactory disposition
will be made of all debris.
The foundation area shall be loosened thoroughly before placement of
the embankment material. The lagoon site (and pad site if needed) is to be
stripped of topsoil (minimum of 3") and stockpiled for use on dike and pad
slopes (finished depth of 2-3").
SECTION 2: CUT—OFF TRENCH
A cut—off trench (when specified) shall be installed as shown on the plans.
SECTION 3: CONSTRUCTION
Construction of excavated and earthfill areas shall be performed to the neat lines
and grades as shown on the drawings. Deviations from this will require prior approval
of Quarter M Farms and/or the SCS. Earthfill shall be placed in a maximum of 6" lifts
and shall not be placed in standing water. Compaction shall be performed by the
construction equipment or by a sheeps—foot roller, or other equivalent methods
approved by the Engineer.
The embankment of the lagoon shall be installed using the more impervious
materials. Construction of fill heights shall include twenty (20) percent overage
for compaction and settlement.
M00202040757

QUARTER M FARMS, INC.
,P.O. Box 607
Rose Hill, NC 28458
Farm Operator: Allen Canady
Date: 02/18/94
SPECIFICATIONS FOR CONSTRUCTION (Continued)
-----------------------------
To protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated to a minimum of one (t) foot
below grade and backfilled and compacted with a SCS approved material
Oe — CL, SC, (jH). Refer to the soil investigation information in the plans
for special considerations. Precautions should be taken during construction
to prevent excessive erosion and sedimentation.
SECTION 4: VEGETATION
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construction
according to seeding specifications sheet.
Page 2
M00202040758

QUARTER M FARMS, INC. Page 1
P.O. Box 607
Rose Hill, NC 28458
Farm Operator: Allen Canady
Date: 02/18/94
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) with minimum
odor control. The time required for the planned fluid level to be reached
(permanent + temporary storage) may vary due to soil conditions, flushing
operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume based on:
1) waste from animals
2) excess rainfall after evaporation
and 3) the largest 24 hour (one day) rainfall that occurs on the average
of once every 25 years.
The volume of waste generated from a given number of animals will be fairly
constant throughout the year and from year to year.
This estimate is based on 7.0 inches of excess rainfall which is equal
to or exceeds the highest 6 months excess in a year. The average annual excess
rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess
rainfall will need to be pumped each 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 the building(s).
If the outlet pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to indicate when pumping
should begin. An elevation must be established to stop pumping to maintain the
minimum treatment depth of 6 feet.
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.
M00202040759

Y
QUARTER M FARMS, INC.
P.O. Box 607
Rose Hill, NC 28458
Farm Operator: Allen Canady
OPERATION AND MAINTENANCE PLAN {continued)
-----------------------
The following items are to be carried out:
Page 2
1. It is strongly recommended that the treatment lagoon be precharged to 1 /2
of its capacity to prevent excessive odors during start—up. Precharging
reduces the concentration of the initial waste entering the lagoon, thereby
reducing odors. Solids should be covered with effluent at all times. When
precharging is complete, flush buildings with recycled lagoon liquid. Fresh water
should not be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3..Begin pum —out of the lagoon when fluid level reaches elevation; 47.20 Meet
as marked by the permanent marker.
,,Stop pump=out of the lagoon when fluid level reaches elevation 45.20 feet
or before the fluid depth is less than .6.00 feet deep (this prevents
the loss of favorable bacteria).
The designed temporary storage volume less the 25 year — 24 hour
storm volume is 33,503 cubic feet or 250,600 gallons.
As stated before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one (1) inch
and the recommended maximum application rate is 0.3 inches per hour.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well.
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 Environmental Management, has the responsibility
for enforcing this law. M00202040760

It
QUARTER M FARMS, INC.
P.O. Box 607
Rose Hill, NC 28458
Farm Operator:
County:
Date:
Allen Canady
Sampson
02/18/94
Soil Investigation to Determine Suitability of Proposed Lagoon Site
-------------------------------------
Page 1
A total of one (1) soil borings were taken on this site by Hank Guy, SCS, to
determine if the existing soils would be suitable for embankment material for the lagoon.
The boring was made in the vicinity of the proposed lagoon.
The benchmark elevation of 50.00 feet is located on the top of a nail in a 20" oak tree.
The estimated high water table elevation = 42.0 Feet, +/—
Using the Unified Classification System, the results of the borings are as follows:
Boring #1: 0 Ft. — 1 Ft. — SM,SC materials (silty sands; clayey sands)
1 Ft. — 3 Ft. — SC material (clayey sands; sand —gravel mixture)
3 Ft. — 4 Ft. — SM,SC materials (silty sands; clayey sands)
4 Ft. -- 11 Ft. — SM material (silty sands)
Based on the results of these borings, SOME of the soils available on this site are suitable
to be used as embankment material for the lagoon site. A suitable clay material (SC,CL)
for the liner will be required.
M00202o4O761

■
■
■■Ni■ummmim■m
■ ■ E! MO MINJ■ ■ N
■ E EM ■ ®MEM ■M
■■mNNOMMi■�■
W0

a '•, • �f. , "'•• • ►, r? 'h .r. t`'d /r'Mr..'�"r ti�r•rq r,.•?r"w �... r 1 _ .••r- �, r
'�~' •' �' 'sr' :. i , r 7 �. �, ,. '�..Y r'tis A' '^ a
��rs5.'I yy11tit'�+lT•t \1� �r'�,??. .:�`��'" t"}rj�T'�t,.f.3�L��':+�s:. �'F'` 'f
/{!:,��t '�++rh•+^ `'. 'U`.e r'; ~L•��ri:. r �� ji�F'••y�T��4�`�• j•:.is ;�!h�''�I1(�a r4' {sir•' .�•;,�M1'',,v.',.�.r t, ia, r. •,
r,-. :_i' •'�1'r '�.— L•!• l•-n#�' 1'.S�C', 'T �FI�• „ A, t. .,,• � .. .. ..
77
`.,!!��A" '+•r•�; 1, �i,_►.`:�,,,-]'J�4I•:',r: 1' ��.. �l :r+' .Cr�,:'r ., �r,'11_t; ' �,`�., •'�',y''r a�' :'' r.
'_�►JG � a._, s�'LgL�. �'IAi''�'r,V.'+G r��•�t.� r1f=�' ,.�'%;`+•'� ..T 'r.` - ti tr •'SF;' -- },:��: '•v �� •ryu _ .... '_... - '
:�•."r.t:n ,rr, r. ./ �? '�i .�,. t r 4't'a • 7 �'' �' 1' 'Ys"�i,.. :,'i. ,.' �.: .t . .'r1 -,Y r.^, ..i•' 'I, �
,� RY:, ,r. ..� y.4x g,:`Ai .7 r•,�. Y' :';}, , , ti 7,y�v' p,%,S :i� .+,l.i�)%'#' �: •i,,, .:1• ^. E.'.,' .;i�C:�=Vr/C'5.; �--;"�
i�� �1#. 'err *'..,•, .�4� 3 jr, rT f�a1'•'i,ft.., ',j�' fl 4 ;r:..'r:s.e:w. 'rd rs+•ar*�,'. �'::;4'tr:]�• .� i t�r. '��•rR.�+y.5� �,`•}' e•'sr iJ.'�yiy. �','{�•e �.l}' ;1i�"' :t;'�„'-T';:r.•`r:' _•/%��i i, •. ,y' ,�i''ki n'�', .:l x'� _ .FS•:1: �
.�� ""i yy '?.,T `'n .4 � S., ! F,`x Y 1 k Y'q•� i'.+�� [tyr r •Yr �}S S ul.• tF'F+ 'A• Y'' • `
�, r• S •fiis;M Mi`1 tY� r: 'ice, ..r1 �` I, �:, .r. .r'' ��r '�l'�r�', ` iSr\r �f . t? 'C{ q�'�i • F '` �jr1 �<a y L, ''+�,7r. � • �
-
v y^ ! � r ..�t "a•';iS'vtif��"1 ttili;� ��� t `J ��t,4�r'�Y;s ifi I'�;rir* ,^Q�in 'e���5� � :�q ' ,;.�#' d-„y.
J -I •' 'w:�„ ' S�•: j � t ti.' �'{ `.�h r�. � � „r ��{ ' I I .,•�' V �',� -H.. "kil
�" '� ' -r�4�' L�l��,iSt�/4h�x�•,�;. ",•:+•fx:��M�r'�'ri•.; JI � :F���.y` .S' _. }
� 4 • "� ` ��•t\ 1 rt,, s� .a�' � 1i} Ly'�yy.: •f�� ...',�,Yrry{ rti I`•ry.� ' y rs Frk + #rs: ,i,, 41 �� � ' �•�%:•;:
`r• ++�!!l �e'. •,�,t�� _ r j��. 4t',� �S•'1' r .riCti•�e',3t, �`�2yt].'� 5' ,• r +.A t��f. � �� x, ''y •i, ^ �
15^ 7��r �� ,; �•%'+i:- rifCeMT �� .1.I •r(i:J,,7r jT•S 1, �� ka'C+:
ail+iiy'S:Y{u,,:v:II�3r��F. b4` l' s� • , r T k �,
;��• '�!.ft�'I,1 . ','i'; ..7/,,iR ri.�A•a,fi�r,•.'xJL
'�1 - >. l :d �r�.••'�"�.•.•J'i t r r: .�..y ;..:.;� 1 -rr I.a �l 1,5 rtr �' ` s [r; •.Ir
• � 'Y �' ;�.;:..•r.J^ '� 'r}rSl� !.1 �w?'CSC �:: ''A n•b�► .'�i •�, ��=r'eJ"..:� ��. � •� fi '�7 jr7� i i, �.1,`
�r % , [ � � l ,-p� r �,"'�' : �� `(,l std���;�;t+._r i}`YY�'-� ��•��a� �.�g ,.;.-��-rt•' R ��i��{ �� ;st��l` 1, -'ti ! , -
f !,•, ire+ 1�% r ,s<Ur , 1r". .« .1..f ��:.'�J P.��.`1!t'i Y`�� �-��� • a �,{t�j;.M� 7i"��:�a V ��•� • , y i ��,{:7 1 j, ��, i Yj' .'
•�t ; �� , s •Y �� �r�, �� • � }! { �ti•;1 � r r �, al�!}.µSf "'`C " ytj iri i Y�j fy�L ���s r y�'°�. � ` It - % s�.�-aT�; A>�� y q� i� - ' �1+:
y.JIv�•'ll t 0 'Y.`
Q' ff'r• •„dam.. 'a 4s P ..rA�,l� :d I� '' .
P� '1'-�"i' }�, I.y�'7b� i, r, °.�+�•y�T��y, !
•,�1.,.L •�T�..�� L.;R+�`,: ,.�
�.. :7rri' {iY .7'itri ' r{1,;1,�riR^ r• t; _
F w,�� - ' st" � i• �.. �. �I 14.'' :.tJ4 r �,.w ry•�� 's•'a i* .'I;SI{,lf �Faz';..,,�, . a � �A r
17 _ fIA`�.7 "t y.� •r'i,: ht)4�,,:T /(JTyi .�, �'�'" i.iL;� • � x �� T•'+7.i',},����r �_����/ :l'��, }�,��F1r .r' .e' i i .1 5
� ~ �1�� Ib�, '��ip: •.• �'•l��i}�r 1�¢.,.,r.^, 11 i'l`}� �„ �j�rru rr.r._9 rr•M �� .'Z+, • •q ; I �',.�t >,''q� �'� �'�,,[ 1' ti r i�r A
1:i' y� � �+.' ��#.�; � � •t.�1: •y "cvl3r; �7Q��� �s :�r ..r] liy, �ui�nuq �^� 'G ;"f cc
..p ► tit. `�' 1� t'� �ti �,'r �' ac t+ �tia'r , g . rC
,� , �—�'�� � 's ���1 } �r� + `f � •i: `-A1 ti4:� f • ��•i}• r r t `• :yw .,s r `"1 Yi4 � .. Its -�ry1 •
•���• �� 1 y ai71 aMjo'7 f. -.:',. 1 rf i• r'I ••i 1('. l +• •r4 ?�
i:-ter 1 ,i ii� �'l•; '; �'�':'jY r _ S /yj S'
••n * k ����,��� *�+t;�:i; ��'F'•,t� s Y '�' T -�' ,. r��:SSS'���t�.".;ri: Fry���y y, •� �,...' 'i
..,r .w'.:+i, ;S r• ��;.i'?Ra r, I �� tS.t�t�..}..� ' ..F., ,a� r r? �sw! S.J :i�, �•�' h � .; y. '�t�iaS _ F> 1
!!.�.. .�'. ., "�y;��,"+ ��ati� a•Irip "I'ltl - y.'.::`:�.. -: %s •.,-:. r, Yi, ,"�•r 11��•� �� +y�`. w' f:
,lp , � r:� y :�. .'T a . ! �t t'Sn�.� i�rr'� rr�'.: t,i;. •'�., •� e,...YIs' r' • �.� •'.'1�, � ji'•+� 'a.`�:� R. t��i�,`,„tS'{:�, }Y� �tY�� ti tr+ ?(4�
�•�y ;.i, •rti '1�' .ri+�',� `.irt •a 's.'� -,J. r ,r .,. '�: • ,I, yR. 'i :• '`iS�. lw r F�.'F '.`7•..� r.4 �� 'i r
i'M: ..'�G..•S a, f,. itp 1 ,. �r 1*;.t.^SS cYf,'.L'�1 ♦ +!.i a,1 �,. ' i d F t r`t1 h.',,y�y �Lx'� ff� '•fV �ni' ..,
jF•• ��� t ..tilt `�v'y!i `.. .tK•'`,'r, t . s..�I 1i a '•r• Viz'., ',',,%' .r• :,;�.r,.,'.'rK��r'. \\`� o�r r 3:3 Rl7
s �i, .'s ".F� 'a.' ice• ,r' '�,�,, n tl l% �' T rrt; "•':�,� i! `.� s .Lf� !_. .. -I�YrY ` �r � y. ..�A 9 'y` F' 'i� ��'�
t "ram • -� '•r'' .. t � r,r "' r 'f= `•'�. '%:'�•ilirc'14�t�i..•� '�i. •� �r` �"„�� f'� S, rr �rzi•,1 ...t s °iou� � �4�r �, 1
•�'. 'ti: .�, at �`�;! lc,'�p S `• �:ri k i� �nrj`-�.XI ..r.r- �s,a r� .J: f�{C�s `.i )1 r
�� v]`A: 1.s•'-. �.. ••1II; tyy �t P^+y � �t�.�0�(�fliS•:a.�• `.4 r'r �I�\ V�t' � ��,5`T,-•.• ;��•\•, l' .1�`�Fl�%iY ILv'.'. -!�y .14 ,
a:�'i•.L.•it _ia. .. •iL� ��.. �Jy...i Ry �r`va ( r•jyr' _ 'f' ,.r�� � ,��-.,�1„'� ;�' .?�$'r'' �':�I�•� �•,`8,1ZNL��rir��
• ,a. �`,, .•. - r�•ti:'�'•t�;�'•ti'c�'}i�'.tiltl""",'-'-.7 =:~:rC � ��i'.�, krM1T�l,:,, _.S• �`;i•r a�. '' ''�.i'� i '�"•.sih:�a3yt�'��+. _ a- y.:'u
' � • r'r••�`t�•''�1y '•-!li r ~f �'Y[J-'3? }�'r,'r '1�1 .• ,Fw. �rwpd,�n;'� �:. 4i"~�` � '; i • .;�'�,;. ^:=3�R «, �s , � i
+' .•� �, 4 'rr �iyy r 7: k'.�:'.;17 h, lr,r�•*` :i.y. �..+_Cf' i�, Y''a` •n...�y� ,' 1%.. ,l in R.r, -r �,-!�'•.
=a i 'R"�� �•.•' r _ L•Zr� RI,. r.FJ.: \v,{�1M• .�i...?s ,..'.,��.Ky.�' �s:� � - N: ,S•`!ti s,1 i-1 efY � _ �:�J.ST 7° ,;:
�.w �i'�� :•17r� y„ .'lfwr�}`� ��, '. af+�� 7.•'� 4.' h-r � y: �! .�J[�V •• � }irrlr'-'�' r' 1 - }' r ,' _ �y• "S:_
.c�- :r: y,. ova' yi /� ,A � 1 rw• •l ram. .�0.'i ..rr -. e. � I � Rr �'i��.'�.��,r' ' - r �?1L' • a
�.t,.h' '�: ..r. �" 4f =„'r�4�..•-• +i��� tv .���' � i7 ;r�tt.\ i "` ' 1. :r. � '�.-ri ' Y- r .
' ' II jY�f�/1�l1r � •, �1��1' �.•'• � , � s � i�, rS�:�l�`��'y�F ���s, • � �t��:�u� � � 7 '.1�4 ��'r .=Sri` A ,'�F"'�i:ir'• I ib i•+'' a 'Y A F L � t� :�
'{.`�"'fir.1^Jlc `-:' 't,.y:;iw � > .� I' r.t�:. .' e ',�� ,;7v�`'•%+��6'+•'• �aJ �r�`�!� • y.R .'�f::
.�fr, r4 . xT - e� t.45,y � �+'" �. I/.:-•;°;,s. •�Is`� .:i i �+'1. ,i•�ti�'k:; �r r'�y^Fj � ,� � �_ *.
',t�;.r.a,� � I. T � *ti ,f��. �, ,a!''i � R"1 �; I' '^ '., `t':;"��1 °Ya`��R''t•fir�..y , �rr� ����ra� !t ' f�< ,,^ �:. .0
V ,1.xY,:S .�, `{ +•{' r-:. •:J� �} •`'ip, ?'7,'.� *i.'.}r S( r. 'fir y1'`.,ra .wrt 'c; i.
f'• A�' ki Tl J t•r. � �•. i, 1 •�� ' M1, ' • ' y , ,�ca* � `I « t•' '! [ _ �,.j%'.r � J�
.1! s_ ti'• • *' 1. 9♦♦i r. ;' •� � J r..t•-• ,'} p ' `• �4 rl,w ' t t •! x1 � `
��. rJ�,�^7 'iti�� ��7 �.' �I 1�., -f .I. 1 �•1�?�'' - i �'r} •: Z��t` i '
. '' '��' .T,`y�.,, i" �. ,S.r R ,s �� �{. Y•t:�r.!l� Its ts' :<h�7--u�r�'- '�1 i ti. -r'� R r'ey,�iS; ��'�'
Y! r- y� i' ?rk N!`r•t, is L 1 a �t 'I'
Rkrrr� r-�•. rNI�. ,.. ry^. .s�- ,.. � �. �n V'.. •
- �; CS'-��k }�� 1�Y '��.•�;�.. +�',ir``' L�7,._ ,+� .. �k �, , ���"•; y,�.. :.1, .,� e..l xi�,:.•+' ' • � :�i 3• iFnts'�`f-r-r i •
+��li � 1 .i A i .� � � 4.' t r y�,yJ4 it i r Nq 'i�t��'r Y' 1• xi•.
'.�i }r..° r.fY! �r,'�' ASS �' �, •a �" f ,�-f , `r2jf ` .w�,..

1
-
-
!� ale .�'. !+ "� r� .�► i �'• '� \r •:�L.9%--�f,;t _ �` i•.ti�,r}y-\}�
K^,.�i..�•`:'"r'--:•,:��:�- .e iy�� . '•�i r'--. .. : i• � r;4'i" �' �i�'"� $+71,Sr:�Tr'I'.;�iJC�L+"i7 �.�:ti
�' ' �4 _ �., �e •_ - � v:K'�` ''�:�, F"r�� � _-ii�:.i mac .i"." ` - .
- `i:'Xl-•--.i:• — � _ ter,'.. r� ii'•'+1-'_':� - •.?'y, - -
' • -fir.' - �1-

QUARTER M FARMS, INC.
P.O, Box 607
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Date: 02/18/94
Farm Operator: Allen Canady
County: Sampson
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish) —
0
Sows (farrow to feeder) =
0
Head (finishing only) =
0
Sows (farrow to wean) =
0
Head (wean to feeder)=
2,600
Seasonal High Water Table Elevation =
Storage Volume for Sludge Accumulation =
Treatment Volume (Min. = 1 CF/Lb) =
Inside Top Length of Dike =
Inside Top Width of Dike =
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Freeboard Depth of Dike =
Side Slopes on Dike =
25 Year — 24 Hour Rainfall =
Rainfall in Excess of Evaporation =
Minimum Permanent Storage Depth =
CALCULATED DATA:
Minimum Treatment Volume — Livestock =
Vol. of Waste Produced = 19,094 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 14,408 CF
Rainfall / 25 Yr Storm = 14,408 CF
Minimum Temporary Storage Volume =
Total Minimum Required Treatment Volume =
Total Design Volume Available =
Total Temporary Volume Avaiiable =
Total Volume at Start Pumping Elevation =
Design Volume less 25 Yr — 24 Hr Rainfall W
2,000.0 Feet
42.0
Feet
0.0
Cu. Ft (As Per Owner's Requ s
1.0
CF/Lb
190.00
Feet
130.00
Feet
49.20
Feet
39.20
Feet
1.30
Feet
3.0
: 1
7.00
Inches
7.00
Inches
6.00
Feet
78,000 Cubic Feet
47,911
Cubic Feet
125,911
Cubic Feet
132,486
Cubic Feet
53,694
Cubic Feet
117,344 C F @ 47.20 Feet
118,078 Cubic Feet
Minimum Volume for Permanent Storage = 78,792 CF @ 45.20 Feet
Permanent storage volume is greater than Mimimum treatment volume
required for livestock M00202040766

QUARTER M FARMS, INC.
Farrh Operator: Allen Canady
Date: 02/18/94
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0
sows (farrow to finish)
X
1417
Lbs. =
0
sows (farrow to feeder)
X
522
Lbs. =
0
head (finishing only)
X
135
Lbs. =
0
sows (farrow to wean)
X
433
Lbs. =
2,600
head (wean to feeder)
X
30
Lbs. =
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 Lbs.
0 Lbs.
0 Lbs.
0 Lbs.
78,000 Lbs.
78,000 Lbs.
Page 2
Minimum volume = Lbs. SSLW x Treatment Volume (CFILb. SSLW)
Minimum volume = 78,000 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume =
4. TOTAL DESIGN VOLUME
Inside Top Length of Dike =
Inside Top Width of Dike =
Top of Dike Elevation =
Bottom of Lagoon Elevation =
Freeboard Depth of Dike =
Side Slopes on Dike =
Total Design Lagoon Liquid Level Elevation =
Total Design Liquid Level Depth =
0.0 Cu. Ft. (As Per Owner's Reque )
190.00 Feet
130.00 Feet
49.20 Feet
39.20 Feet
1.30 Feet
3.0 : 1
47.90 Feet
8.70 Feet
Determine total design volume using prismoidal formula:
SS 1 End1 = 3.0 Feet SS / Sidei =
SS 1 End2 = 3.0 Feet SS / Side 2 =
Inside Dike Length @ Design Liquid Level = 182.20 Feet
Inside Dike Width @ Design Liquid Level = 12220 Feet
3.0 Feet
3.0 Feet
'M00202040767

QUARTER M FARMS, INC.
Farm Operator: Allen Canady
Date: 02/18/94
VOLUME CALCULATIONS (continued):
Area of Top = Inside dike length(top) * Inside dike width(top)
Area of Top = 182.20 * 122-20
Area of Top = 22,265 Square Feet
Page 3
Area of Bottom = Inside dike length(bottom) * Inside dike width(bottom)
Area of Bottom = 130.00 * 70.00
Area of Bottom = 9,100 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 156.10 * 96.10
Area of Midsection = 15,001 Square Feet
Total design volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 91,370 * 1.45
Total design volume = 132,486 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 47.20 Feet
Area of Top
Area of Bottom =
Area of Midsection =
21,004 Square Feet
9,100 Square Feet
14,476 Square Feet
Volume @Start Pump = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Volume @Start Pump = 88,008 * 1.33
Volume @Start Pump = 117,344 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 45.20 Feet
Area of Top =
Area of Bottom
Area of Midsection =
Volume @ End Pump =
Volume @ End Pump =
Volume @ End Pump =
17,596 Square Feet
9,100 Square Feet
13,024 Square Feet
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
78,792 * 1.00
78,792 Cubic Feet
M00202040768

QUARTER M FARMS, INC.
Farm Operator: Allen Canady
Date: 02/18/94
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth =
Area of Top
Area of Bottom =
Area of Midsection =
Permanent Volume =
Permanent Volume =
Permanent Volume =
17,596 Square Feet
9,100 Square Feet
13,024 Square Feet
6.00 Feet
Page 4
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
78,792 * 1.00
78,792 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 190.00 * 130.00
Area of Lagoon = 24,700 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 24,700 + 0
Design Drainage Area = 24,700 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW * CF of Waste/Lb./Day 180 Days
Volume of Waste = 78,000 * 0.00136 * 180
Volume of Waste = 19,094 Cubic Feet
M00202040769 i

QUARTER M FARMS, INC.
Farm'Operator: Allen Canady
Date: 02/18/94
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. 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.
Page 5
Vol. of Wash Water = Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
Vol. of Wash Water = 0 * 180
Vol. of Wash Water = 0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall =
7.00 Inches
Vol. of Excess Rainfall = Design Area * Rainfall Amount
Vol. of Excess Rainfall = 24.700 * 7.00
Vol. of Excess Rainfall = 14,408 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall =. Design Area * Rainfall Amount
Vol. of Storm Rainfall = 24,700 * 7.00
Vol. of Storm Rainfall = 14,408 Cubic Feet
TOTAL- REQUIRED.:TEMPORARY STORAGE
5A. Volume of Waste Produced = 19,094 Cubic Feet
5B.• Volume of Wash Water = 0 Cubic Feet
5C. Vol. of Rainfall in Excess. of Evapor. = 14,408 Cubic Feet
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm — 14,408 Cubic Feet
TOTAL TEMPORARY VOLUME = 47,911 Cubic Feet
M00202040770

QUARTER M FARMS, INC.
Farm Operator: Allen Canady
Date: 02/18/94
6. SUMMARY
Minimum Treatment Volume — Livestock =
78,000
Cubic Feet
Minimum Temporary Storage Volume =
47,911
Cubic Feet
Total Minimum Required Treatment Volume =
125,911
Cubic Feet
Total Design Volume Available =
132,486
Cubic Feet
Total Temporary Volume Avaliable =
53,694
Cubic Feet
Design Start Pumping Elevation
Total Volume at Start Pumping Elevation =
Design Volume less 25 Yr — 24 Hr Rainfall W
Design End Pumping Elevation =
Total Volume at End Pumping Elevation =
Design Min. Permanent Storage Elevation =
Total Volume at Min. Storage Elevation =
Vol. of Permanent + Temporary Storage =
NOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY
DATE:
APPROVED BY:
DATE:
John Lenfestey
02/18/94
47.20 Feet
117,344 Cubic Feet
118,078 Cubic Feet
45.20 Feet
78,792 Cubic Feet
45.20 Feet
78,792 Cubic Feet
126,703 Cubic Feet
45.20 Feet is above
42.00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
Page 6
M00202040771 '

.t
QUARTER M FARMS, INC.
P.Q. Box 607
Rose Hill, NC 28458
Farm Operator:
Date:
Allen Canady
02/18/94
SEEDING RECOMMENDATIONS
Acres of Fescue Grass:
Acres of Bahia Grass:
Acres of Hulled Bermuda Grass:
Acres of Rye Grain:
Acres of Rye Grass (Temporary vegetation):
Total Area to be seeded:
Use the following seed mixtures indicated:
0.0 Lbs. Fescue Grass @ 60 Lbs./Acre
(Best suited on clayey or wet soil conditions)
Seeding Dates: September 15 To November 30
0.0 Lbs. 'Pensacola' Bahia Grass @ 60 Lbs./Acre
(See Footnote No. 1)
Seeding Dates: March 15 to June 30
0.0 Lbs. Hulled Bermuda Grass @ 8 Lbs./Acre
(Suited for most soil conditions)
Seeding Dates: April 1 to July 31
90.0 Lbs. Rye Grain @ 30 Lbs./Acre (Nursery for Fescue)
0.0
0.0
0.0
3.0
3.0
6.0 Acres
120.0 Lbs. Rye Grass @ 40 Lbs./Acre (Temporary Vegetation)
Seeding Dates: December 1 to March 30
210.0 Total Lbs. seed mixture are required for this application
Page 1
M00202040772

QUARTER M FARMS, INC.
P:O. Box 607
Rose Hill, NC 28458
Farm Operator: Allen Canady
Date: 02/18/94
SEEDING RECOMMENDATIONS (Continued)
------------------------
Apply the following to the seeded area:
6,000.0 Lbs. of 10-10--10 Fertilizer @ 1000 Lbs./Acre
12.0 Tons of Dolomitic Lime @ 2 Tons/Acre
600.0 Bales of small grain straw @ 100 Bales/Acre
All surface drains should be installed prior to seeding. Shape all disturbed
areas immediately after earth moving is completed.
Apply lime and fertilizer, then disk to prepare a 3 to 4 inch smooth seedbed.
Apply seed and firm seedbed with a cultipacker or similar equipment.
Apply mulch and secure with a mulch anchoring tool or netting.
Note 1: Pensacola Bahia Grass 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 the
Bahia Grass is established.
Page 2
M00202040773

CERTIFICATION OF ENGINEER
FOR
DESIGN PLANS AND SPECIFICATIONS
The undersigned, an engineer duly registered to practice under the laws of
the State of North Carolina, hereby certifies that these plans and calculations
entitled " Allen Canady " a 2,600 Head, Wean to Feeder Farm
are an accurate copy of the work to be performed on this project.
2. These plans fully and accurately depict the layout, location and dimensions of
the project site.
3.
The design volume calculations are based on the guidelines established by the
United States Department of Agriculture, Soil Conperuatkgn Service.
:ZO.•'�CC iG•.
=c SEAL v •
Signature: (Zw`i eql)
Registration
Date: i� IiG
0242Q 40.1 1 A
�0

0,1/09/1999 00: 34 9102B96442
LAND&NUTRIENT MGMT
SEP-12-2000 TUE 07136 FM Vs��" C—c"' FAX NO.
1:1N
-.ALL VO G A MA—Py
F.
PAGE 03
F. 07
t 3T
-10000
—7ZOOD
7
-N n e
S S
61L ltw-#OJ'mv
,nr..-uip top. 4;,14Z at
Tljr-1 rif 49.2.0
r 0 a r'd jf9
Tnta i - 2r, &,i at +6.7e_-?
fzt
i h fa. 00 t
v 5 1
3.0
ARE."'. (:L-
r
X
X 4-"
rn
05
mO 0,2 0 2 0 40.7 5 4

�1/09/1999 00.34 9102B96442
R
SEl'-12-2000 TUE 07:36 Pit
LAND&NUTRIENT MGMT
FkX NO,
I
PACE 05
F. 08,
iJtZ,,
e: L
rrt•i-.tt.
, .::;
�.�"�•,-
a:.-....�
4J :4'
V.., =".
�r Qliv.
4.4.C,9
rti
;i:::l}iF.C:
Takal jaSign
voluma
Jsg3
R
'
At a.av,
4!L-00
Fr:; yal-
_�.=44
C•
(scar:
p+:-:,r.S1
SeaSana I h! t11
:rater
ea& _ e e : vet;
c.: ;
•a 0000 F•vie;., N7 i ch Must
be lower than
;.he e
i evat- . o . .,r
t4;; o8
tr eatmeri Z
VO f tltne
44.00
DES:GINE-1 Syr
1070 : SEE A T C!%'E..y J.AS7F-
ADDI"r:n,Nh, "07ES: �_ G ._ � i~.L,..�wa��N*�_..#x�. ��► •mil -..�r °� ,.._�
-------------
M00202040756.'.`

Aa1�4�
'i WASTE MANAGEMENT SYSTEM
FOR
ALLEN CANARY
CLINTON, NC
ti
TABLE OF CONTENTS
1 Cover Letter
2 Soils Map
3 Conservation Plan Mao
4 SCS-ENG-538 (Soil Investigation)
5 NC-ENG-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
8 Seeding Specifications
9 NC-ENG-12 (Excavation)
10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
12 NC-ENG-40 (Plan of Excavation Waste Storage Lagoon)
13 Typical View of A One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for.Construction of Waste Treatment Lagoons
16 Topographical Map W/Lagoon & Houses
17 Cross -Sections of Lagoon & Pad
LI c A �h�► � i.w� S iv�+.l d
P:1K1 and ustj 46t.. C.l•.y h4mv, A-
Iv4;N�nw�rti o4 / �.4 •�k G17 1;0.j iS R[gkia�.l
M00801250752

L I
ri rd
]!1 01
L7-
Li
Lr;
4�
ji
rcf
ol L I
rd
Ll (11 Ll t 'K)
C
W en 1 t.1 U
ru
-T3
A- "D
44- J' C
.7
10
G
17L. Ll
1.; 4-1
01

� y L'�-T-L'
S_�rr• _E it' � i, C'r•�,t. ''q%�._`'��t•,;- r- ^Y_ ;
- �. J1 �. A"i-I•���.y- as _ , � - _ _ A4 � _ ,
3. �i, ..-_, r"}} n ♦�$ � -' :t- S F r !. i r•A �� �,� � _ _ y _ - ..
-,S fYF V��' •r
Y• r - YET lj�'' S J .Nr ' .. - y, _ F .

A
UNITED STATES
GARLAND QUADRANGLE DEPARTMENT OF THE INTERIOR
NORTH CMOLINA
POGRAPHIC) GEOLOGICAL SURVEYter sa
7.5 MINUTE SERIES (TO 42 0 Jwj To u. s. 42 f
swAs GAmjwm ir QUAMAW-AL 78*2?' 30" t?41ND" E
K. -4v
4
le -
<
v
0
Cam
0
oo�
w

/ J
SGS-ENG-S]!
Rev. S-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAP
D• !!�
PHOTO�SHEET NO, WORK UNIT r1L.
WATERSHED AREA MEAUMMM
CROPLAND —ACRES PASTURE__AC'
WOODLAND —ACRES • MISMY61.• .• :
SKETCH OF PROPOSED POND SHOWINGBORINGS
Locale "fervxw point 1" center ftm of darn and Jdmft an sk&tL
■■SEEM■■■■■IN
■
■■■■■■■■■■■■■
■
■
■■■■■■■■■SEE■■■■■■■.■■■
■
■■■��■■■■■M■■■■■■EM_I
i■■
SEE
E■■NEN■_■
■■■
■■■■SEEN
E■
■MME■
m■■
■■■■■E■■
■■■■M
■■■■■■■■■`E�■■■■■■■
SEES■
■■
■■■
SEES■■
■■
■
■■
■■
MEMO
MOM
■E■■M■S■■■E■■■
ONES■■■NONE
■■■
■■N■E
SEEM
MENo
■■E■■■■■■■■■■■■■■■■■
SEES■
■■■■■■■■■■■■
■E■ME■■
■■■■■
■■
■■■■E■■■■
000010MEMEMN
.
BORING
Make and t1st dam -sift and spithpag borings fhzt. the" ponded arm and bornw sxt bortngs -j4parate"4th Litrucal rAd Muz
(Continued on bacA whem necessary) Show water ftbis elhations on dam -site borings.
DEDi
a©'�'©I�
�Im:Ei�l©iID
m�®IQ'ilmlm�E�]I�;®I�10
gym'■I■I■
■�■'
I�•I■�■IEI■■I■:EIMI■
■I■■I■I■
��li■i■i■■��■i■■'■I■!■I■■I■■I■I■'■�■`■I■I■
-1
!■'■�■!■■!■
■�■i■'■1■
■I■I■I■I■:■I■
MINIM
�m
■'■
■
■
■!■
■:NIE
■
■
■i■
■
■
■WE
■'■!■
:. ..
'„ & TrZIZ--
M00801250757

TYPE!- AF MATERIAL ENCOUNTERED IN BORING.,
(Use one of systems below)
UNIFIED CLASSIFICATION
GW-We[ t graded gravels; gravel, sand mix
GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -sift 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 lour 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
al -sandy loam
fsl-fine sandy loam
t - loam
gl -gravelly loam
si - silt
sit -silt loam
cl -clay loom
sicl -silty clay loam
scl -sandy clay loam
sic -silty clay
c - clay
1. Suitable material for embaakman is available Dyes ONO rl a mherr +ooaaa oR rh. sxmA
REMARKS: '
t Esplaia bararda requiring special attention in design (sesoap�,t„� . soar elt�
GENERAL REMARKS:
U
25
28127
28
29
30
31I
32
33134135
38
37
38
139140141R42
43
44
45
46
47
49
48
50
51
FIMI
M00801250758

U. 5: Department of Agricu .)re ` NC-ENG-34
Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner
Allco
c ooAJL
County 5Ae* %,-1 _
_
Community
or Group
No.
Conservation Plan No.
Estimated
Depth of
Water to Top of Dam
Ft. Length of flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements : Above :Floodwater Above
Flood Plain: Flood Plain.
Ft. Ft. Ft. Ft.
2
3 .
Describe potential for loss of life and damage to existing or probable future down�ytream
improvements from a sudden breach__ � <L, t1j� -�;/,ar -S1 RL4�.ae : 11 ,sol ra J$60%
Mod 54-AF.aw,
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
qw L
-Dam Classification I� II, III, IV, V)
By
name
GST
e
Concurred mad Q Se
name(title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 6-z-z-7 3
Date_ 3
M00801250759

INSTRUCTIONS
All dams built with technical assistance from the Soil Conservation Service
must have a hazard classification assigned by the person responsible for
approving the design. Most farm ponds, except in borderline cases, can
be classified after a complete field investigation without assuming failure
and making breach studies. This data sheet is to be used for recording
the information obtained through field studies and for documenting the
hazard classification. Where there is a possibility for loss of life or
major property damage from a dam failure, an approved breach routing
procedure is to be used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility
for loss of life and the extent of damage that would result if the dam
should suddenly breach --that is --a section of the dam be suddenly and
completely washed out. 'It is to be assumed that a wall of water will be
released equal to the height of the dam. This flood wave will be reduced
in height as it moves down the flood plain. The wave height (depth of
flooding) should be evaluated for a sufficient distance. downstream until
the estimated flood level will not cause significant damage to improvements,
such as homes, buildings, roads, utilities, reservoirs, etc. The breach
flood level will be reduced depending on the valley storage, slope, and _
openess of the flood plain; however, in a narrow steep valley slopes
steeper than 10% should be given special consideration. One method of
evaluation is to compare available valley storage (under flood conditions)
to impoundment storage (figured to the top of the dam) for each reach
evaluated with a judgment estimate made of the flood wave height at all
critical points downstream.
Should there be any questions about the hazard classification for a dam,
the area engineer, should be consulted before making design commitments.
M00801250760

Ci t or :A
D t
ri
f :7
V:-
vo bE
r i�! at r,,, of, t. y
V
i C)
CF/ i t sc—�- w
c u �LC is
R.A Q E C: -... -1 --.: . - it . Sz- —;-11: C3 A C 1"' 1:
0 go
u ri e = I-) i3tF,r f e c t-
4. TOT A-L. DE'S'-�.'cUiN VOLUNIE
i Lie tcl;:,. I a
t h
0
f eet
.rls
T f
f e j7 4-
F c: 1 .3 feet S -d
a 1: 2
T-1 t es i e V
�wl ill T� e: v a t C-L 'n
46.70
e fet
T
e �ls F1 e t"
i #Z.
t
S v o LLI,.-j
d
F, C7,
Nr D '2' L E.:: G T H
I DT JLJ
D.E PT H
7 0
AIR, E i i
3 T I-
70
A o a- c,
t t c;
4
T E e a t c; + r- e a
c r i r e a
c, t cT m
D t �i
e
V A,11 . % I_33.
M00801250761

'
.
. .
.. .-
'
.
'
Draoage Arpa:
�aon
(top of dj�e)
�enSth
190 z3�
2�7CC 5c',arp
��e�
- an�
�oF,t
TCTAi
ary s
aSe
A. Vo|une
Approxif�a
y
duct
CF/L3 SV 0,0C136
Vn|ume
-4ase/|b/uz.y
X 1S0
V
190?4
Cu�ic f*et
`
B. Vo/urr.e
of �ash watcr
Th\s is
tr,e amount
swa
used for
washo3 f|oors or
vo|ume
of fresh
h systems
t�at rec|rc�|ate
t�e
|a3ooe oater
��e �cc�un�ed
for in 5A.
Vone
uays s�oraSe/7.48
Vo|ume
= 0
Cub�c feet
C. Vo|une
of rain�a!�
in excess o� e�a�u-at/oo
�se �e
e
when .�infa�� exc�ecs
e�aporation
�y
180 days ezcess
r�inf�|�
=
7.0 inches
Yoiu�c
= 7.0
Inc�c� X �� / ��
'n��es
�ur foot
Vump
= I4�03.333
CuL,ic fet
D. Vo|L; r;,e
cf25 yea� -
24 hour storn
VC-!ume
~ T.3
inches / 1� inc�ex
p�r
f�nt X DA
Vo|ume
= 14408
Cub/c feet
�
TO7AL RRED TEMPC3A:-NY
ST0RA6E
4 Cu�/c
feet
58.
0 Cubic
feet
5C.
488 Cuc
feet
5D.
14408 Cubic
feet
TG'I AL
479z1 Cub.c
feet
M00801250762

0
In
.1.1
�:
in
U-
L-
LJ
CL.
1.1
17:
YI
Pi
17
IJ
Ll
a
'TI
a.
7i
I'd
C11
17.
al
Ef
a
W—

WASTE UTILIZATION PLAN
&M
ALLEN CANNADY
RT 4
CLINTON NC 28328
June 28, 1353
Your animal waste utilization plan has been specifically
developed for your 2600 WEAN TO FEEDER SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ—
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may+
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 10 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
ref irrigation_
M008012g0764

Four waste ut i i i zatj r,.n plan is based on the f o l ' -�wi ng:
• t 1
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-------------------------------------------------------------------------
NUMBER OF : ;TONS WASTE PER TONS WASTE
ANIMALS : TYPE OF ANIMALS : 1000 ANIMALS PER YEAR
'--------'
----------,----
2600 1 WEAN TO FEEDER 765 : 1989
-------------------------------------------------------------------------
TABLE B. SUMMARY OF CROPS BY FIELD
TRACT : FIELD : SOIL ACRES CROP :CROPCODE:
`---------------'
4579 6 : Jo :9.5 CORN CO
----------------------------------------------------------------------------
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT P,EOUIREMENTS BY SOIL TYPE
-----------------------------------------------------------------------------
CROP :SOIL:YIELD:UNITS:TOTAL N: *TOTAL P : *TOTAL K
'----------- : -----------
CORN :Jo :I20 :BU :150 :0 :60 - 80
-----------------------------------------------------------------------------
* Total phosphate and potash amounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
: CROP:WASTE APPL: TYPE :WASTE N : COMM N: MONTHS TO APPLY
TRACT :FIELD: CODE: METHOD : WASTE LB/AC : LB/AC : ANIMAL WASTE
-_---- ----- - ---- ,---------- ,-------- ,----------------------------
:4579 : 6 : CO :IRRIGATE :SWINE : 150 : : MARCH TO JUNE
-----------------------------------------------------------------------------
M00801250765

accorriinddate approximately f8.7
animals
of the type s-
�n in Table A.
If more commercial fertiIiirr is
used than
is shown in
able D, then
additional acres of land will be
needed.
A 3 - 15 feet
wide permanent
grass filter strip should be seeded
along
all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS
Prepared by: ----------------------------------- Title
Concurred in by: ------------------------------------- Date --_,-
Producer
a
M00801250766

Lj
L L.
j 7-
Lj
I.T ,
. til
Ll
"IJ
L Li
iY
j j
7
Lu
Lj- UO
Fr
0)
ci
fl .
jJ 4
"1
CQ
Id
Cl
rl:
fA
J
>-
1
Ll
IIJ
CK
J!, (TJ
d
I
i
fit
4
.-j
ol
j
I j 1--i
f.1.1
Y
jj
f ri I-f '71 7.
fj-
D
CL-
f -1 1 JY
i��' :�D
IJJ
U'.; 111
Cl
Lj
0
Lu
1. C.
U-.i
U- C-1 1 ul
lo
F- 0.1 -J
< f- I -.j .:f.
fl-
CD
r-
0
LO
0
co
0
0
2

$OIL:', CONSERVATION SERVICE
EARTHWORK COMPUTATION SHEET
EXCAVATION
NAME:: ALLEN CANNADY
ADDRESS: CLINTON
--- --+------+----- -.-+-----+------- ---+
:STA.: END ;SUM OF ; DIS.: DOUBLE
AREA :E.AREA ; VOLUMN
+----+------+-------+-----+-----------
I '. 73: 0:-------------------------
------------- 1045: 27: 28215:
2: 100: 1045:-------+-----+----------+
+----+------+ 1874: 60: 112440.'
3: 160: 829:----------+-----+---------_+
+----+------: 1331: 70: 93170:
4: 230: 502:------+-----+-----------
+----+--------+ 502: 25: 12550:
5: 255: 0:-------+------+----------+
+----+---------t- 0: -255 : 0:
6: 0: 0: -------+------+----------+
+----+------+ 0: 0: 0:
7: 0: 0: --------+-----+----------+
+----+-------+ 0: 0: 0:
$: 0: 0:-------+-----+----------+
+----+-------- 0: 0: 0:
------ -------------
+----+------+ 0: 0: 0:
10: 0: 0:-------+-----+----------+
+----+-------- 0: 0: 0 :
1 1 : 0: 0: -------+------+------------+
+----+------+ 0: 0: 0:
12: 0: 0:--------+-----+----------+
+----+------+ 0: 0: 0:
13: 0: 0:-------+-----+----------+
+------+------+ 0: 0: 0:
14 : 01. 0 :----------+-----+----------+
+----+------+ 0: 0: 0:
15: 0: 0:--------+-----+----------+
+----+------+ 0: 0: 0:
16: 0: 0:-------+-----+----------+
+----+------+ 0: 0: 0:
17: 0: 0: -------+-----+-----------+
: 0: 0:
i$: 0: 0:-------+-----+----------+
+----+--------+ 0: 0: 0:
19: 0: 0:-------+-----+----------+
+----+-------+ 0: 0: 0:
20: 0: 0:-------+-----+-_----_----+
+----+--------+----------_- +---_-_-----+
:TOTAL 246375:
--------------------------------------
DOUBLE VOL /2 - 123188 CU. FT.
VOLUME - 4563 CU. YDS.
COMPUTED BY Hank Gay DATE 6/22/93

0)
co
N
0
LO
(30
0
2
T
T
4
4+
N
F: tD
U I L2

LO
00
0
0
1-9
W Q
a
+
+ +
0
J 0 1 C) I Q
43 1 0
1 0 1 1
+
+
j
+
N
QD 01 C.
tj 00
10
N to "k Q:
1 14
.-1 A
L* r

TYPICAL CROSS-SECTION OF
LAGOON OONSTRUCTION WITH
FILL 1;:
t!lYNIMHlI�
FILL
._,AVERAGE GROUNDAVERAGE
,.d
GROUND
EXCAYATS i ' ARSA':AND
VARIABLE
BACRFIY.L` �H Ci.AY ` �
VARIABLE
l
SANDY MATERIAL
SANDY MATERIAL
�
NO CLAY
NO CLAY
1 FOOT TRICK
1 FOOT THICK
CLAY LINER
CLAY LINER
EXCAVATE
SANDY CLAY -CLAY
SANDY CLAY -CLAY
ADDITIONAL'EXCAVATION
DUE TO LINER;
AVERAGE DEPTH TO CLAY
X I FOOT THICK X DISTANCE r
CUBIC FEET =
CUBIC YARDS
27 CUBIC FEET/CUBIC
YARDS
(.p 9 d cc4, yjs,. 9,0L
x , x ,)
.
a 3-7 c �+
le,
. �A •X
• I
:�-'�Js. 2E941 n.it 54,j y c�l
M00801250771

T�:, X A -:A.
T--- -------------------------- __________________-.--____
-7 7
r PTi
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
--------- -----------
-------------------------------------
- - - - - - - - - - - - - - - - -
MOOBOI 250772

QL
DE37P EAREA OF Of T A;A OF EITTV 4 X AREk 17 VAM:51-
- - - - - - -------------------------- ------------------------------
DEPTH
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
:1.0 1 196 X M t 120 x 70 4 4 X it? 7 101:
--------- -----------------------------------------------------
- — — — — — — - — — — — — — — — —
1 2-
A WE CA M
LIE -------
27
'LIE - 6938 CONN.
619 & r- t . y J3.
6637 C. L& b YJS ,
C?!�/cL44f,. -eKqs,'-4cJ -4
M00801250773

N. S. ttMRTMI OF MMIOM •iM-io
$*it coserrrtim Jwviae Nov. 71"
PLAN OF EXCAVATED WASTE STORAGE PIT
NAM:
Date: 6--L-t.-4 -3
county: e
Address: _ C ,J,,�
4.fr-: SrcE 7ePC `5L&Lvr y 1+a- C-0%.p M T J.^ L4 ";-Njs
am snort 3-0 Tn t
..;gib art, IV (der.
--:;----;-- ---=ao MI-01-_:_—
1 / 1
min
1
i3& o. ooT qEr.
Cgw bm* #w v*Um =IaAstlo )
Use of facility: Cap Type:
, � _
ii . So e:
Duch mark on - L M77 A. a4, x 50
-,,J za :.,.L eLk 4Rfp T. B,M. AS5kv-, ed E cJ- j50-o
Bottom
poraal Liquid Level
storage for normal Precip.
NaNIAM Liquid Level
23 yr. storm storage
Crest aw
NIX.Flor Depth
Top of Des
3+b o
AMR= E1ev. 3 e.0
Elev.
31ev.
(+) !t.
Elev.
(+) rt.
slev. .
M00801250774

TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Confinment Building Top Width..as
Pit
Settled Top Elevation
OUTLET PIPE BLEW` -
E� SS 3,0 SS 3a s 1
s TREATMENT
LAGOON
�a
i� Depth-
" Pipe (heeds to he adequately
supported)
Bottom $levation 3$ d
SS 3.b : 1
+ M00801250775

:L 17.1 1
4�1
41
i'a :j
7
4-�
`4 -
i3 cl
T.-!
I-'-
-LI
L i D
i 7 rl,
4 5
L 1
UT
L
.rj i. I 471
!:1 j7 P,
ir-i
L4
C
I'd
i j I
I J�
Ll
L-L
47"
I
, -.1 F: 71
i rl�
J.1
I L
3
b
"J
C7 !-'I
Id
L
u
n,
L
it; I
rd
Q Ild
.7
E U
1.7
rA :A
:
i-j . Ci . 'I - -- o
-
t j 0
L
.1
CL f-b
',!I .11 4-1
2': Q1 rd 1
1.7
La C', T >
CI,
rd
D
7, I'M
1,71
CL
ui
IJ
m"i
rj.1
1L
n
j -A C:
ry
W
u 43
A;
-j1 U
-,Lr i -,I
P
IT:LA C7 L I I rl I ul
0.
J
Lei
6-1 iYq 7; -�E
. . . I
-7-
:.m
L
7�
lx! t11 F:,
rd
I
Ti ru
Lrj i.7 I r::,, ei: I:: I ;.n
- , : tj
IV
Ci.
C.L.
t.n r,'
i :1
1! 1 1. "Z; Ct I T I I U 2,
4
.,e ' -
I
_' :' L - -
. j
'- .
j
E,-. 1- L::. 0 iji
CL L7,L.
f
a: F!
Li.
j U
i-4; C'. rtf
aj Cl-
LD.. i
rd 4 ILI 't
QI ...
fri C!
L. !7L
41 '.O uj E.
lt 11
-.-"
!-1 .-. I-
4;� A
U
VI 'U-
4
Oil L; A W !D .4..%
X
J;: J:j
4 S !1- 4.) — C,
CLI :n —
t7j.
Q:T 4" Ill ,-j 4-� W t?�t
P 4-
4
i:L.
U. d
d aj C.
rd
4�, iu
EIL
d
. I P
Ui i,7
r- 4 1 IT 0 1 Ci U 4-3 Oj L-�.
7UT 4�'
aj r, !f!
Ip
ITl I'd
In CD
r-q cr
4,�
qi
C- tri
11 k,i! 11)
4
4- Ld
:: 4) i7h Q—
CL;
4-)J
U f7i
4: 0
--t
t;

CIA
IIJ
L.
-0
I! L
LL.
1L
J
LiI di
lij 1.1j U,
ij:
rl
ip 71 > I
17AE*
lid 0
L.
QF
U
rd
Al
in
it
o
171 U
Ou 0!
-'-I - . ..
C-I - Ci - U
j-1 C-. OL; ID
C 4�
-o
1 :k
rd
-ji
A
i2j
rd
4-1 ilt
EA
j I
.0
Lo
Ll IN
L
(I.;
I;j I'd
'jj
16
r1-
rz
0
LO
LN
CD
co
I'd

5-
V 3
P
C -r- 0 LA 1.1 at 1:1
4-' L, 4 1 C_
Cl
rd
Al
T)
at
J
Ui I
rd
7 Q'
!j
4
V1 C' 4� -P JL�! L_'
t"I
W 4-, -4
a rd ..f
I'd I�j
4S ul c,
al r.T.
c: 71
al ;Y C LP
di
Ij
L
W
4-- 1­
J C 4
4
Ll't
-J
0,
LT
1� , L ­ - Cj !_j 1.1 d, 4-'
p Qj
fi-
q 7 IIT
f�j !j
'L- "" C_
r-7 _­j
Ou
I'd r.T I
"71
!Tj 'X1
Li 10
d
1711 Lrl Q, u Lo x..
Ili
4- 1. id -4
ID CI- 17, '.9 -,Li Ln 41
1
ro
E- ,- -. - i:-.! ir,
j 7
0 u
-P 1j) 0
a,
4> III C!, 111 0 id I'd I.Al
L-I
Ci
I
c, ju,
rl 1 14- _c!
klJ QF '6 10
LJ
vi Ul V 0 C a; C-1
T f7j I. aj 77 c,
41 1
Li Cu
L 1
L. 0, 3lj C41
ril &j C: oj -,. "i C_-
-.I I
Z.
!
0 M 0 A: y
i-j J Q. rdl fd
< p
4-1
UJ U
LI
11
r 7)
id aT
Ul
.D
ti7
E 7_1 !j
L
Q ice.
Ou yrl
u"
Tit
4-�
i
< Le. rj
19

7
•�.."""----^.,..,..r,,.....1�.. �.1.�..Ic„141.M�,.,..,..x-.•..M'...o,....,..._,w•.�..,...,..,_,. .,......,r. ,..M"u-i ......, ,
■1My
71
. .. A
I
I
{mow__... ieo•b-.�.�,{ _ f +•—ter. �IEJ. 3$.n ....
EU/Ii /
.•r`b.fi.. )0c44rd A-Wrate. Sa d
i'
{ dr
wvarsw•asOro,sr see+devr-•a.wt,.vr-�+a��r..avr•,w��m ww•.m-.�s,I�r.�,�r.. Karmv.,e�.lnwrrr�•.�a�,.#v�.fpw. ,:.. .r-,yyr.aw.Re�aw{�II�-��+,�. � �.w. .r .a ✓+.v.,•r ..a�.�-1...� �:w 4.
l
M00801250779

r ` 1
1�..1�'�.�MY��w'«MM.r �:�wfa•�•w-.`�r�+nw/�+��.wne.^•+rMri„rr.�s� � �+w�wnw�w ♦y
_ I _ r I J i •�rA4'ao�IM•�Wr.aw. �.+�.wti•�wr�.._. �-+wry .n^e'w-�P�ab4
I V4.a i aSe �B�
4 �-
1
co 70
n• rK
1-Se �31
I - i
I
„UUF"'7
VO���i' '+'
'
M00801250780

^�
z,
O
ULU
Ir
a
:LU
! it
Q
cc
S t3 t
'CC
Q
Z_
i
e
i
- ..__.... _ __.,_ I �__,.� ,-�W`Ali��- (.aagf J�, ...r.... -..._,...,......mow ...w.»,<►+,.-.�..
! 8
M00801250781

North Carolina
Department of Environment and Natural Resources
Water Pollution Control System Operator Certification Commission
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Coleen H. Sullins, Chairman
February 21, 2001
Allen Cannady
891 Ozzie Road
Clinton NC 28328
SUBJECT: Designation of Operator in Charge
Farm Name: Allen Cannady Farm #3
Facility ID #: 82-261
County: Sampson
Dear Mr. Cannady:
e��
NCDENR
MAR 2 )7 2001
RE(. OFFtl -
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on Agricultural
Waste, was enacted by the 1996 North Carolina General Assembly. This legislation requires owner of a certified
operator for each animal waste management system that serves 250 or more swine, 100 or more confined cattle,
75 or more horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid waste management
system.
Our records indicate that the operator designated as the Operator In Charge (OIC) for your animal waste
management system is no longer certified. Therefore, you must designate a properly certified animal waste
management system operator as the OIC for your facility. The enclosed designation form must be returned to this
office by April 1, 2001 _ This office maintains a list of certified operators in your area if you need assistance in
locating a certified operator.
Failure to designate a properly certified Operator in Charge for your facility is a violation of N.C.G.S. 90A47.2
and 15A NCAC 8F .0201(a) and may result in the initiation of enforcement action. Please be advised that nothing
in this letter should be taken as resolving you of the responsibility and liability for any past or future violations for
your failure to have a properly certified Operator in Charge designated for your animal waste management system.
If you have questions concerning this matter, or if this office can be of further assistance, please call Beth
Buffington at [phone], extension 313.
Sincerely,
i/
Dwight Lancaster, Supervisor
Technical Assistance and Certification Unit
Enclosure
cc: TAC Files
Non -Discharge Compliance/Enforcement Unit
Fayetteville Regional Office
Central Files
1618 Mail Service Center, Raleigh, North Carolina 27699-1618
Phone: 919 — 733-0026 1 FAX: 919 — 733-1338
AN EQUAL OPPORTUNITY % AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED ! to% POST CONSUMER PAPER