090210_CORRESPONDENCE_20171231

David GGoden `i Page 2
plant analysis made, which could allow additional waste to be
applied. Prov4alona shall be made for the area receiving waste to
be ilexible ao as to accommodate changing waste analysis content
and the crop type. Lime must be applied to maintain pH in the
optimum range for specific crop, production.
This waste utili`ation plan, if carried out, meets the
requirements, for compliance with 15A NCAC 2H .0217 adopted by the
Environmental Management. Commission.
YOUR WASTE UTILIZATION PLAN
Tract
Field
Sail
Croy,
No.
No.
Type.
Code
4696
1
GbA
B
469E
1
GbA
K
4696
2
NoA
R
4696
2
NoA
K
4696
3
NoA
B
4696
3
NoA
K
4696
4
GbA
B
4696
4
GbA
K
4696
5
GbA
D
4696
6
NoA
D
4696
7
NoA
C
4696
7
NoA
L
4696
8
GbA
D
4696
9
GbA
C
4696
9
GbA
L
4696
10
GbA
B
469E
10
G bA
h
4696
11
GrB
C
4696
11
GrB
L
4696
12
GbA
B
4696
12
GbA
K
4696
13
Was
B
4696
13
was
K
4696
14
Wall
C
469E
14
WeB
L
4696
15
WaB
C
4696
15
Wab
L
4696
16
GbA
H
4696
17
W
Matua g
4696
18
GbA
ST
2172
G31
GrB
C
2172
G31
GrB
L.
Available Nitrogen
IS BASED ON THE FOLLOWING:
Yield Lbs. N Acres Lbs. N Month to
)Acre /Unit Used Apply
5.5 50.00 2.90 798 MAR-OCT
N/A 50.00 * 2.90 145 SEP•-MAY
5.2 50.00 2.90 754 MAR-OCT
N/A 50.00 4 2.90 145 SEP-MAY
5.2 50.00 2.60 676 MAR-OCT
NIA 50.00 M 2.60 130 SEP-MAY
5.5 50.00 3.50 963 MAR---OCT
N/A 50.00 * 3.50 175 SEP-MAY
125 1.25 !•UNK 00313 MAR-JUN
110 1.25 5.00 683 MAR-JUN
6.1 50.00 5.75 1754 MAR-OCT
NIA 50.00 * 5.75 288 SEP•-MAY
125 1.25 1.70 266 MAR-JUN
6.5 50.00 4.60 1495 MAR-OCT
NIA 50.00 * 4.60 230 SEP-MAY
5.5 50.00 9.10 2503 MAR--OCT
N/A 50.00 * 9.10 455 SEP-MAY
5.5 50.00 9.00 2475 MAR-OCT
NIA 50.00 * 9.00 450 SEP-MAY
5.5 50.00 2.90 798 MAR-OCT
NIA 50.00 * 2.90 145 SEP--MAY
4.7 50.00 3.50 823 MAR-OCT
NIA 50.00 * 3.50 175 SEP-MAY
5.5 50.00 7.30 2008 MAR-OCT
NIA 50.00 * 7.30 365 SEP-MAY
5.5 50.00 11.60 3190 MAR-OCT
N/A 50.00 *11.60 580 SEP-MAY
4.3 50.00 2.00 430 MAR-OCT
6.4 50.00 5.10 1G32 F-J,A-N
1000 0.05 1.70 85 SEP-OCT
5.5 50.00 7.00 1925 MAR--OCT
N/A 50.00 * 7.00 350 SEP-MAY
_---- Total 90. 1 � L7 /L5 '-
(includes commercial) 27048 �.
Surplus Or Deficit _n.?ETr6-
Crop codea : Crop -unit 77 S6e- --
m
A=Barley--bu. I=Oatrs-•bu. t Q
B=Sermudagr'+asa(graze) -tons J=Rye-bu.
C=Bermudagr:asathay)-tona K=Smrall grain(graze) -acne cD
D=Corn(grrain)-bu. L-Small' grain(hay)--acre
E Corn(ailage)`tons M=Sorghum(grain)-cwt.
F=Cotton -lb:a. lint W-Wheat-bu. ( CD
G=Feacue(graze) •-tons Y=FeacueQaaturQ -tona
H=Fasc:ue(hay) --tans 2-SBDC Soybeans DC-bu.
Applying the above amount of waste is a big job. You should plan
time and have appropr:iata equipment to apply the waste in a timely
mAnnor. .

t Ip 'stfl�„'y!. �+�"_ f ti K •, . ,ri' .. I .' n r�' i
•[. v.� l� ��y� 4vJ '11 1
,SFr J"`;� +��'•rhi/{ytfr �y�i '•« •`• ,. .` `;�»,
.,� i :�. w• ram` 1" ,�' i` .tY 7,.. ,./
�• Waif - i n `l,i, � — ... � r + r i . f
se
•yy� ri . ` T 7"
ASlp t• ,I, 7 11(} s
�kµ�. f r� �'. ,. 'r i f •; ILL. ° ��
1. �`�; � �. � ,`a�►;� fit..
' "'. -- •- -. - _ ►sly �.�=�i i7-i� i ::i' 1`

AUG 0 6 1991 Animal Waste Management Plan Certification
(Please type or print ail information that does not require a signature)
jExiACP- QFF W.%, or Sande (please circle fine) I
General information:'
Name of Farm: -7Ai I n G DopE+d NOG FA, RM l - 1 ( Facility No: 09 33
Owner(s) Name: DA v i a ecoDgg Phone No: 910 - C-4 5 - 49d $r
Mailing Address: 4-59 2)4 -- �oa i]Er! R> E t � � A B�TKTau� ni N � AS 33 7
Farm Location: County Farm is Iocated in: aLADE11
Latitude and Longitude: 341 _�5._ ra'' 1 79' 3&' n5"
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): 3.0 NttLas saQ-rK aF: _ e Lt z"t:Tti_TowN NC _Z833-7
09 'DOwrTY G000erJ -RD ( SP.— 1-70,2)
Qperation Description:
Type of Swine No. of Animals
D R'ean to Feeder
21 Feeder to Finish
ZI Farrow to Wean
D Farrow to Feeder
D Farrow to Finish
t t TG0
Type of Poultry
3 Layer
J Pullets
No. of Animals
T%pe of Cattle
❑ Dairy
:) Beef
No. of Animals
Other Type of Livestock: Number of Animals:
Expanding Operation Only
F nl
Previous Design Capacity. t3'exo Additnoiial Design Capacitt* ,z9
m
Total Design Capacity'. l lr7eo o
Acreage Available for Application: � Required Acreage: -79.0
Number of Lagoons / Storage Ponds : 3 Total Capacity: - . 2, 5b'3,6 3 2 Cubic Feet (ft3.)
Are subsurface drains present on the farm: (DD or.. NO (please circle one)
If YES: are subsurface drains present in the area of th LAGOO or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. 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
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. 1(we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certi nation (if the approved plan is changed) within 60 days of a title transfer.
Name of Land O a
Signature: Date: 7/319
Name of Manager(if different from owner):
Signature: Date:
AWC .- January 1. 1997

D). Application and Handling Equipment
Check the appropriate box
0 ESi5tingg or exl2anding facility with existing waste gR1210cation a u' e (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan),
& ew, exl2anded.t' ac' ' w't ut e ' t' was a 1'cati ac
_juipMgnt for spray
(I}
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan, (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Q ew, a panded.ot eMisljng_Facility without existing wait--a�plitraLnt for land
52readina not usin&Zrayjai gation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). ,,,ttt3t��attteti�ere
Name of Technical Specialist (PIease Prim): 4' . "''
Affiliation: QL i -
Address(Agency): en- &X, ,A�nlc k..SJr4q Phone No.:. -Y 16 - aye-111
Signature:J &LA Z Date: 1 F.147
10
E) Odor Control. -Insect Control. I1lortalit�� R r�Qa I'ar�d Emert?encv Action Plan (SD.
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): C. C e EN,J C4 ► 1= Ta �►
Affiliation: f RE' rA,S6 >GA$M5 + --r
Address(Agency): A 0. &x 438 Ct-tN1014 ue .2-6L Phone No.: g+a w S9Z- E-771
Signature: �a C(;,f t+•. -- , _-, -- Date:_ 61 +19 -1 -
F) Written Notice of New or Expanding Sivine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21,1996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by cenified mail all adjoining property owners and all property owners
who own property located across a public road, street. or highway from this new or expanding swine farm. The notice was in
coinpliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land
Signature:- - �,/�✓.dC� Date: -7 9
Name of Manager(if different from owner):
Signature Date:
AWC -- January 1, 1997 3

$ 1
11 moo ,. NvLs
High Freeboard Evaluation Form
Lor*%Facility
Facility Name: b4XV;j O���ql Number:
cJ
Person Completing Form: 3-4A, T Date Form Completed: Lr"� 43
Date Information Due to DWQ:
Information Received:
Date information received
,, ,,,,
Current Freeboard Yes o _ Level(s) (in inches) �y27
Freeboard Levels for Previous 12 Months Yes ,/ o
Spraying Records for Past 12 Months Yes .1/ 0
Rainfall Records For the Past 12 Months Yes _ No _ NIA _
Cropping and PAN Information Yes t/No _
Summary of Actions Taken to Restore the Needed Freeboard(s) Yes Lz lie
Description of Water Conservation Measures In Use Yes _ No
An updated POA if the Freeboard is still in Violation Yes — No NIA
Detailed Description of Actions Taken or Proposed to be Yes o
Taken to Prevent Future Freeboard Violations
Date High Freeboard Level Was First Reported to DWQ by Producer 3-2y " 03
Date of First Violation from Farm Records 3 " 0 ` 03
Dates Plan of Action(s) was Received and Type of Plans (30 Day or 5 Day):
Items proposed in the Plan of Actions to Bring the Facility Back into Compliance
Pump and Haul Remove Animals Delay Restocking
Add Land to NMP Add Application Equipment
Spray when site is acceptable r//Others (Please Specify)
DRAFT HFEF 5-6-03

Information for Lagoon(s)or Storage Basin(s) (Add Additional Pages as needed)
Lagoon -)oStorage Basin (Check as Appropriate)
Lagoon or Storage Pond Identifier Z 3
Design Total Days of Storage for the Facility (From CAWMP)
Stop Pump Level for the Basin
Three Lowest Liquid Levels Reported in the fall of 2002
Date Se, — d�,� , Level (in inches)
�'..23-OZ 3I
7'- Td - 0 Z 31
/0�3 --oZ 3i
Required Minimum Freeboard (red zone in inches): 17
Does the Minimum Include a Chronic Rainfall Factor Yes No
Recorded Freeboard Violations
Date Level (in inches)
J
DRAFT HFEF 5-6-03 2

� r i
Facility PAN Balance From the CAWMP (pounds) 7 T 9
Did the Facility Comply with its NMP for the Past 12 Months Yes ZNo
If No, What Violations Were Identified:
From the review of the facilities irrigation records, does it appear that the facility made
opti al use of t e days when irrigation should have taken place. If not, please expla'
If the Facility has Installed Water Conservation
when: r .'A 4� ...o i'p.e ;'
devices were installed and
What Actions have been taken or proposed to be taken by the Facility to Prevent Future
High Freeboard Violations (check appropriate items):
Better Management of the System
Add Additional Storage Volume
Add Lagoon Covers
Add Additional Land Application Sites
Add Additional Irrigation Equipment
Install Water Conservation Equipment
Reduce the Number of Animal at the Facility
Change Type of Operation
Others (please explain):
DRAFT HFEF 5-6-03
U

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V.

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: q -42 County:
Facility Name: 6ayid C-roxkn 'f7n8'Al
Certified Operator Name: Daod 17ocd-et,
Operator #
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID): _
Spillway (Yes or No): _
Level (inches). _
2. Check all applicable items
!
.Z
3
ho
ho
n,o
+2- 13 aLf
Liquid level is within the designed structural freeboard elevations of one or more structures. Five
and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within
acceptable ranges.
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to .
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begirt land application of waste: q /12 b A>
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.
v'
Facility Owner/Manager (print)
Facility
Ltl�'-
ier/Manager (signature)
Phone: Q.. D -g-7q - TV
Date: —1 Si
PoA Cover Page 2/21/00

IL TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL. FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 3
2. Structure ID: 1
3. Structure ID: 2
4. Structure ID:
5. Structure ID:
6, Structure ID:
line m = 436.3 lb PAN
line m = 493.0 lb PAN
line m =
392.1 lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
n.lines 1+2+3+4+5+6= 1321.4lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT RE APPLIED DURING THIS 30 DAY PERIOD_
o. tract #
p. field #
q. crop
r. acres
a. remaining IRR
2 PAN balance
(Iblacre)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
4696
17A
fescue graze
3.45
150.00
517.5
Aug -Sep
4696
17B
fescue graze
3.17
150.00
475.5
Aug -Sep
4696
19A
overseed graze
1.91
100.00
191.0
Sept -Mar
4696
19B
overseed graze
2.92
100.00
292.0
Sept- ar
4696
6 A and B
overseed qraze
5.00
100.00
500.0
Sept -Mar
4696
7A
overseed graze
1.00
100.00
100.0
Sept -Mar
4696
713
overseed graze
2.50
100.00
250.0
Sept -Mar
4696
7C
overseed graze
2.50
100.00
250.0
Sept -Mar
4696
9A
overseed graze
1.85
100.00
185.0
Sept -Mar
4696
98
overseed graze
2.75
100.00
275.0
Sept -Mar
46961
14A
overseed graze
3.70
100.00
370.0
Sept -Mar
4696
14B
overseed graze
3.60
100.00
360.0
Sept -Mar
4696
15A
overseed qraze
3.30
100.00
330.0
Se t-Mar
4696
15B
overseed graze
3.30
100.00
330.0
Sept -Mar
4696
15C
overseed graze
3.20
100.00
320.0
Sept -Mar
4696
15D
overseed graze
1.80
100.00
180.0
Sept -Mar
4696
20A
overseed graze
3.59
100.00
359.0
Sept -Mar
20B
overseed graze
3.76
100.00
376.0
Se t-Mar
4696
20C
overseed graze
1.81
100.001
181.0
Sept -Mar
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 5842.0 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (tine n from section II) = 1321.4 Ib. PAN
x. Crop's remaining PAN balance (line v from section Ilq = 5842.0 lb. PAN
y. Overall PAN balance (w - x) _ -4521 lb. PAN
ARMIIVEo
Pumping will begin as soon as field conditions are acceptable.

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 12.07 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 7.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 95836 f:2
e. line c/12 x line d x 7.48 gallons/ft' 418164 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 145388 ft3
h. current herd # 4410 certified herd # 44i0
actual waste produced = current _herd _# x line g = 145388 ft'
certified herd #
i. volume of wash water according to structural design 01ft3
j. excess rainfall over evaporation according to design 1 58333 ft'
k. (lines h + i + j) x 7.48 x 30 days/line f= 253972 gallons
� I
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 8/13/2 1 0.94 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 631.8 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21 /00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e, line c112 x line d x 7.48 gallons/W
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
13.0 inches
19.o inches
6.0 inches
95836 ft2
358427 gallons
�.. I
180 days
g. volume of waste produced according to structural design 145388 ft3
h. current herd # 4410 certified herd # 4410
actual waste produced = current herd # x line g = 145388 ft'
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i +j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 8/13/20 8
m. ({lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
® ft3
58333 ft3
253972 gallons
0.93 Ibs11000 gal.
569.5 lbs. PAN

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 3
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 24.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 28.0 inches
c. line b - line a (inches in red zone) = 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 81600 ft�
e. line c112 x line d x 7.48 gallons/fe 203456 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 96925 ft3
h. current herd # 2940 certified herd # 2940
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f-
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 8/13/2018
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
96925 W
64Q33 ft3
51680 ft3
265089 gallons
0.86 lbs11000 gal.
402.9 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: q County: 61ajen
Facility Name:Dcaid-, Chen 517 hin
Certified Operator Name: Da viu Gw en Operator #
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Structure 4 Structure 2 Structure 3 Structure 4 Structure 5 Structure B
Lagoon Namelldentifier (ID): l 2 3
Spillway (Yes or No):
Level (inches): 1-7 �� 2
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures. Five
and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within
acceptable ranges.
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Resources prior to transfer of
waste to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- If animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: I I -1(0 ~ 18
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.
T
Facility Owner/Manager (print)
Owner/Manager (signature)
Phone: R 10- a 7 T ql qo .
Date: ! /- /q — 4
PoA Cover Page 2(21100

Ill. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 3
2. Structure ID: 1
3. Structure ID: 2
4. Structure 1D:
5. Structure ID:
6, Structure ID:
line m =
436.3 lb PAN
line m =
493.0 lb PAN
line m =
392.1 lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
n. lines 1+2+3+4+5+6= 1321.4 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
4696
17A
fescue graze
3.45
150.00
517.5
Aug -Sep
4696
17B
fescue a raze
3.17
150.00
475.5
Aug -Sep
4696
19A
overseed graze
1.91
100.00
191.0
Sept -Mar
4696
19B
overseed graze
2.92
100.00
292.0
Se t-Mar
46961,
6 A and B
overseed graze
5.00
100.00
500.0
Sept -Mar
4696
7A
overseed graze
1.00
100.00
100.0
Sept -Mar
4696
7B
overseed graze
2.50
100.00
250.0
Sept -Mar
4696
72
overseed graze
2.50
100.00
250.0
Sept -Mar
4696
9A
overseed qraze
1.85
100.00
185.0
Se t-Mar
4696
913
overseed graze
2.75
100.00
275.0
Sept -Mar
4696
14A
overseed graze
3.70
Sept -Mar
4696
14B
overseed 2raze
3.60
100.00
360.0
Sept -Mar
4696
15A
overseed graze
3.30
100.00
330.0
Se t-Mar
46961
15B
overseed graze
3.30
Sept -Mar
4696
15C
overseed graze
3.20
100.00
320.0
Sept -Mar
4696
15D
overseed graze
1.80
100.00
180.0
Sept -Mar
4696
20A
overseed graze
3.59
100.00
359.0
Sept -Mar
20B
overseed graze
3.76
100.00
376.0
Sept -Mar
4696
20C
overseed graze
1.81
100.00
181.0
Se t-Mar
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 5142.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line In from section II) = 1321.4 lb. PAN
x. Crop's remaining PAN balance pine v from section III) = 5142.0 Ib. PAN
y. Overall PAN balance (w - x) = -382 Ib. PAN
Pumping will begin as soon as field conditions are acceptable.

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 11
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 95836 ft2
e. llne c112 x line d x 7.48 gallonslft' 179213 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 145388 ft3
h. current herd # 4410 certified herd # 4410
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j, excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1 101812018
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
145388 ft'
® ft3
58333 Ift3
253972 gallons
0.72 Ibs11000 gal.
311.9 lbs. PAN
PoA (30 Day) 2/21100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) _ .
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/ft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
g. volume of waste produced according to structural design
17.0 inches
19.0 inches
2.0 inches
95836 ft?
119476 gallons
180 days
145388 ft'
h. current herd # 4410 certified herd # 4410
actual waste produced = current herd # x line g = 145388 ft'
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 10/8/2018
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
® ft,
583331 ft3
253972 gallons
0.70 Ibs/1000 gal.
261.4 Ibs. PAN

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 3
2. Current liquid volume in 25 yr./24-hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) _
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallonslft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
26.0 inches
28A inches
2.0 inches
816Q0 fe
101728 gallons
180 days
g. volume of waste produced according to structural design 96925 ft3
h. current herd # 2940 certified herd # 2940
actual waste produced = current herd # x line g =
certified herd #
I. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 10/8/2018
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
96925 ft'
64033 ft'
51680 ft'
265089 gallons
0.70 Ibs/1000 gal.
266.8 Ibs. PAN
PoA (30 Day) 2/21/00

. State of ,North Carolina �
Department of Environment, Health and Natural Resources
Division of Water Quality Fie,
y
Non -Discharge Permit Application Form I Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN OR1G1
General Permit - Liquid Animal Wast&Opr rgations
�7a `''�r71rltiq
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not been com leted by the Division, please
complete as. best as possible. Do not leave � ir. Enon wered.
Application Date: VA4197
tiOtt 0 4 1997
I. REQUIRED ITEMS CHECKLIST 6= YE-7TEVILLE
Please indicate that you have included the following required items by signing y&7:;0tiW-roEpace provided next to each
item.
i Ii'ls
l . One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: David Gooden Hoe Farm
2. Print Land Owner's name: David Gooden
3. Land Owner's Mailing address: 959 Dewitt Gooden Rd.
City: Eliza glbtown NC Zip: -28337
Telephone Number: 910-345-4902
4. County where farm is located: Bladen
5. Farm Location (Directions from nearest major highway. Plea:,e include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified):?.0 M__Saa-r►t oP. 6.7b&.W 6W Sr. 1'to 5
b. Print Farm Manager's name (if different from Land Owner):
7. Lessee's I Integrator's name (if applicable; please circle which type is listed): Prestage Farms
09 - 121
FORM: AWO-G-E 2/26/97 Page 1 of 3

III. OPERATION INFORMATION: 017 _ 3 3114, 4-) �
1. Farm No.: M-M
2. Operation Description: Swine operation SEP 1997
Feeder to Finish r
-4416 Certified Design Capacit Non —Discharge PBrmlttlilfl
Is the above information correct? E] yes; 1Z no. If no, correct below using the design capacity of the facility
Tvue of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish I O 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock.on the.farm: _ No. of Animals:
3. Acreage cleared and available for application1W Required Acreage (as listed in the CAWMP): A& e4.11 _
4. Number of Lagoons:_ ; Total Capacity: 2-5&9 <03 2 Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity: Cubic Feet ft3)
5. Is animal waste being applied on any field which has subsurface drains? YE or NO (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES o NO (please circle one)
IV. APPLICANT'S CERTIFICATION:
I. Dng1_D Gctoyenl _ (Land Owner's name listed in question II.2); attest that
this application for_I)AVJp GanoEd 4�Q6 i-idRM (Farm name listed in question II.1)
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 11 required supporting information and attachments are not included, this application package
will be returnaJ-to-me as incmplete.
Signature
Date � � � — i 7
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question II.6), attest that this
application for (Farm name listed in question II.1)
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 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
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3

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fy
ANIMAL WASTE UTILIZATION PLAN
Producer: DAVID GOODEN
Location: 959 DEWITT GOODEN RD.
ELIZABETHTOWN NC 28337
Telephone: [phone]
Type operation: Existing Feeder to Finish Swine
.Number of Animals: 11760.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: irrigation.
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be 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:
1. Always apply waste based on the needs of the crop to be grown
and the nutrient content of the waste. Do not apply more
nitrogen than the crop can utilize.
2. Soil types are important,as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining, or
when the surface is frozen. Either of these conditions may
result in runoff to surface waters which is not allowed
under DWQ regulations.
-- Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
5. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from -your
waste management facility. in some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall.be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
11760 hogs x 1.9 tons waste/hogs/year = 22344 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
11760 hogs x 2.3 lbs PAN/hogs/year = 27048 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2 _-

ANIMAL WASTE UTILIZATION PLAN
TABLE l: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
4696
3
GBA
BH
6.5
325
0
$
2600
I
MAR-OCT
4696
ALL
SG
0
8
1-3
1
I
1-1
150
1400
OCT-MAR
4696
3A
WAB
BC
4.7
0
I
1235
Ill
12585
MAR-OCT
4696
-�3A
SG
116-"
50
0
ll
55D
JALL
I
OCT-MAR
4696
BH
5.5
0
ll
IGRB
li
I
1275
14.5
11237.5
MAR-OCT
4696
SG
1
d
225
1-1
JALL
I
150
14.5
OCT-MAR
4696
1A
GRB
BH
5.5
275
0
I
14.5
11237.5
MAR-OCT
4696
�1A
SG
1
0
JALL
II
150
14.5
1225
OCT-MAR
1745
13
GBA
BH
6.5
0
I
1325
16.3
12047.5
MAR-OCT
1745
--13
SG
1
0
JALL
I
150
16.3
1315
OCT--MAR
1745
13A
BH
6.5
0
1
JGBA
z
1
1325
1325
MAR-OCT
1745
--13A
SG
1
0
1
JALL
I
150
150
OCT-MAR
1745
11
GBA
BC
5.5
0
I
1
1275
11.5
1412.5
MAR-OCT
1745
-11
JALL
JSG
11
150
10
11.5
175
--- Page: 3

ANIMAL WASTE UTILIZATION PLAN
1745
1745
1745
1745
1745
1745
�-9
$
--8
3
.0
NOA
BC
5.2
0
z
1260
•10
ALL
SG
1
0
I
ISO
►
NOA
BH
6.1
0
x
1305
ALL
SG
1
0
I
150
NOA
BH
6.1
0
I
1305
ALL
SG
1
x
150
GBA
BC
5.5
1275
d
z
1745
--3
1745
2
1745
1_2
NOA
SG I1 150 10
BC 1260 I5.210
I .
SG 1 150 0
z
IOCT-MAR
3.4
1884
MAR--OCT
3.4
1170
OCT-MAR
2.8
1.854
MAR--OCT
2.8
1140
OCT-MAR
3
1915
MAR-OCT
3
11511
OCT-MAR
2
1550
MAR-OCT
2
1100
OCT-MAR
3
1780
MAR--OCT
3
1150
OCT-MAR
1745
1
8MAR-OCT
INOA
1BC
I5.2
1260
Id
13.3
1745
SG
1
0
3.3
165IOCT-MAR
1-1
JALL
150�_
1745
4
2
IGBA
IC
I
1125.01156.2510
1312.5
MAR-JUN
1745
SG
1
0
2
1-4
JALL
ii
160
1120
OCT-MAR
1744
1
NOA
0
5
687.5
IC
I
1110
1137.5
IMAR-JUN
1744
--1
SG
1
0
5
JALL
I
150
1250
OCT-MAR
10146
11
IWAB
JBH
15.5 1275
10
16 11650
;k f
Page:
4 --

ANIMAL WASTE UTILIZATION PLAN
I
I
II
I
I
E
I ]MAR-OCT
10146
6
ALL
SG
1
0
1-1
II
150
1100
OCT-MAR
10146
2
BH
5.5
0
IWAB
II
I
1275
19.5
12612.5
MAR-OCT
10146
9.5L
475
ALL
SG
1
50
0
1-2
z
OCT-MAR
10146
2
4
FH
4.3
0
IGBA
T
1
1215
1430
SEP-MAY
4�
�s
�9'9-5'
EBB
PH
*+!9
$
-1
1*.-g
SEP'
10146
4'd
IMAR-OCT
6
IGBA
BH
I
6.5
1325
0
1950
10146
ALL
SG
1
f�0 �vG
0
� 3fo0
1-6
I
�.�
OCT-MAR
END
T
C4C- z7/fS.5
TOTALI
- Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals•follow summer annuals.'
NOTE: The applicator is cautioned that P and K may be over applied while
meeting the N requirements. In the future, regulations may
require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Pane: S

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
-- Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i.e.
April or May). ' Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season; depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 6

ANIMAL WASTE UTIL12ATION PLAN
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
BC
HYBRID BERMUDAGRASS-•CONTROLLED GRAZED
TONS
50
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
C
CORN
BUSHELS
1.25
FH
TALL FESCUE -HAY
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N
USED
84.8
0
0
84.8
�7�'tBS
66G
* BALANCE
-- ._c =_._-
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
-- Page: 7

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter straps along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application. rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient
rich and will require precautionary measures to prevent over application
of nutrients or other elements. Your production facility will produce
approximately 4351.2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 21756
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 72.52 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 174.048 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
pnrip! A

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
I
I
jApplication
RatelApplic. Amount
Tract
I Field l
!
Soil Type
lCrop
I
l (in/hr)
I
l (inches)
!
10146
l 1 l
I *0.75
l 0.6
WAB
I BH
10146
I I
l 2 I
I
!
l *0.75
I 0.6
WAB
I BH
10146
I I
l 4 I
I
I
I
l *0.75
I 0.5
GBA
I FH
•
10146
I !
1 5 I
I
I•
l *0.75
l 0-9
GBA
I FH
10146
! I
1 6 I
I
I
I 0.5
I *0.75
GBA
I BH
10146
l I
I -1 l
I
I
!
I *0.75
l
ALL
l SG
10146 I
-2 I
l *0.75
I
ALL
I SG
10146 I
I
--6 l
1
I *0.75
I
ALL
I SG
1744 11
!
I
I *0.75
I 0.5
NOA
I C
1744 l
--1 I
l *0.75
ALL
I SG
I
- Page: 9

ANIMAL WASTE UTILIZATION PLAN
1745
1 1
1
I NOA
I
I BC
1 ......_
I 0.5
f
I *0.75
1745
110
I
1 NOA
I
I BC
I
1 0.5
I *0.75
1745
!
111
I
I GBA
I
I BC
I
I 0.5
1
I *0.75
1745
1 13
GBA
I BH
1 0.5
1 *0.75
1745
I
1 13A
I
I GBA
I
I BH
I 0.5
1 *0.75
1745
I
1 2
f
I NOA
I
I BC
I 0.5
I *0.75
1745
i
1 3
I
I GBA
I
I BC
I 0.5
I *0.75
1745
14
I GBA
I C
I 0.5
I *0.75
1745
I
1 8
I
1 NOA
i
I BH
I
I 0.5
I *0.75
1745
1 9
I
I NOA
I
1 BH
1
I 0.5
I *0.75
1745
f
I -1
f
I ALL
I
I SG
I
I
I
1 *0.75
1745
f -10
1 ALL
I SG
I
I *0.75
I
Page: 10

` ANIMAL WASTE UTILIZATION PLAN
1745
I. --11
I ALL
I SG
I
I *0.75
1745
i -13
I ALL
I SG
I
I *0.75
1745
I -13A
i
I ALL
I
I SG
I
I
i *0.75
1745
I -2
I
I ALL
i
I SG
I
I *0.75
1745
I
f -3
I
I ALL
I
I SG
I
I
f *0.75
1745
I --4
I ALL
I SG
I
i *0.75
1745
I -8
I
I ALL
I
I SG
I
I *0.75
1.745
f
I --9
I
I ALL
I
I SG
I
I
I *0.75
4696
I
f 1
I
I GRB
I
I BH
i
I 0.5
i
i *0.75
4696
I lA
I
I GRB
I
I BH
I
I 0.5
i
I *0.75
4-696
f
I -a i
GRA
I
I
0-.-5
I *8 -- G Gc
4696
13A I
WAB
I BC
f 0.6
I *0.75
4696
I -1 I
ALL
I SG
I
i *0.75
-- Page: 11

ANIMAL WASTE UTILIZATION PLAN
1 1 1 1-
4696 1 -1A i ALL 1 SG 1 I *0.75
i
4696 1 -3 I ALL I SG 1 i *0.75
4696 1 -3A i ALL 1 SG ! i *0.75
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. in many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
it is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 12

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, -direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
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.
S. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 13

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges 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.
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.
Page: 14

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will,
be required to mark the maximum storage volume 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 soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production 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: 15

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:DAVID GOODEN
owner/Manager Agreement
2 (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: DAVID GOODEN
(Please print)
signature -. Date:
Name of Manager(If different from owner):
Signature:
Date:
Name of Person Preparing Plan: (Please print)Samuel G. Warren
Affiliation:USDA- NRCS Phone No. 910-862-6936
Address (Agency): 122 Ag. Service Ctr.
Elizabethtown NC 28337
signature: 4�. "�. Date:
C6__Q _q")
Page: 16

C�l'Jmht�4� ���•�
Animal Waste Managemen PiWEtpofttion
(Please type or print 0 information that ditTfiRft*1&W26fi Wb1re)
OCT
Existing or (N&) or fExpandedY (please circle one) neon-Dlschart-re 6im.'r ►,� � 1'
Permitti nq
en r ilia to . .. .
09 -- 33
Name of Farm: 7)Ay 1 n C ooaeN HOG FA RM 1*7 1 Facility No:
Owner(s) Name: DA v 1 p - Goo pr-t _ Phone No:_910 G-*5-490 x.
Mailing Address: 9- r oaag-+ R EL17AEeTKTawA NC_ A83 "t
Farm Location:
County Farm is located in: $LADEN
Latitude and Longitude: 34° IL la" { 78o 3(,` os"
PIease attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc:): .0 MtLQ5 Z00YR of r_Lt zAB ownt NC Ae 3-37
orl--Dgwi-rY Goaoerd RD (;Se— do5)
Qperation Description:-
T► pe of Swine No. of Animals Type of Poultry No. of Animals Tj pe of Cattle No. of Animals
ZI Wean to Feeder 1 6 6 e 3 Layer O Dairy
a Feeder to Finish EEM;2* 221t /1)r O ❑ Pullets ZI Beef
Z Farrow to Wean
:1 Farrow to Feeder
:1 Farrow to Finish Other Type of Liyestock:� Number of Animals:
Expanding Operation Only
Previous Design Capacity: - - _ Additional Design.Capacin*: r''` ' '�;.• ,'.Y.
Total Desi,t?n fa2acin. /1700
G 6G 84. 9 4GG
Acreage Available for Application: AW Required Acre e:
Number of Lawoons I Storage Ponds : 3 Total Capacity: ' 21569,`gCubic Feet (ft3�)
Are subsurface drains present on the farm: YFS or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOO or SPRAY FIELD (please circle one)
O,. rmer I Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plant for the farm named above and will
implement these procedures. 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
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. 1 (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DE A o a new ceni ication (if the approved plan is changed) within 60 days of a title transfer.
Name of Land 0w
Signature: Date: -73 9
Dame of ilianager(if different from owner):
Signature: Date:
.a«'C -- January 1. I997

D). Anplication and Handling Equipment
Check the appropriate box
0 ExistinQ_or-expanding► facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for tithing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
Z- New. expanded, or existing facility without existing waste a1212licition equipment fgr spray
it igation. (I)
.Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers.can be maintained; calibration and adjustment guidance are
contained as part of the plan).
New. expanded. gr existing facility without existing waste ap�iication equipment for land
spreading not using spray 'trig to ion. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). ``�ttsayt,;t�ttt��fr
\A CAA
Name of Technical Specialist (Please Prim: Q' `°''�AM 5
M
Affiliation: M, ! `�'� 'I'••�
Address (Agency): 212, y. I�JA. 4'1Qt2s"- 1< i a -Phone No.: Y to - a9ta-_ 11-nn
Signature: /1! ����..d �._ Date: '71 F/4-1
••r� . � .,GIN,.• P�•`,
E) Odor Control, Insect Control. rtalit1'(1tRaY-qAM1and Emergency Action Plan (SD.
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and .Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality,\Ianagement Plan and the Emergency Action PIan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Q7 C L EN tJ Cl- t GYe P4
Affiliation: ?k 'rAew F-:A2Mg c•
Address(Agency}:-p.0. Box 438 Ct-, r�7oN �� 1.a 32q_ Phone No.: g i o - 5 z- 5-7'1
Signature: rw. Date: 9 T
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by cenified mail all adjoining property owners and all property owners
who own property located across a public road, street. or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
:Fame of Land
Signature: Date: `7 9
Name of Alanager(if different from owner):
Signature Date:
ANVC -- januarc'l, 1997 3

D). Application and Handling Equipment
Check the uppr•opr•rare box
ZI xiCtit nip lift [I�cillty with�.�isting u!ty,4t��golicatinn equipment MR Or[)
Animal waste application equipment specified in the,.plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as'necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates. a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
J Nzw�noandca, or existine facility without existing wnlicntinn eauintnzns k1 S=V it ?.Rdon. (I)
Animal waste application equip ment,specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan: (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or hutrient loading rates; a schedule for timing of
applications has been established: required buffers can be maintained: calibration and adjustment guidance are
contained as part of the plan).
D New, r v viEhgge agglicadon egui2ment Lous'r
�O�v�p-r¢atiiin. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plait; (proposed application equipment Can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for tuning of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print):
Affiliation ' _ _ Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
E) Odor Control. Trisect Control, Mortality NtanaQement and Emergencv.Action Plain (SD
St. WUP. RC or 1)
The .waste management plan for this facility includes a Waste Management Odor Control CheClclist. an Insect
Control Checklist, a. Mortality Nfanagement Checklist and an Emergency action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control insects have been selected and included in the waste management plan. Both the
Mortality N'lanagement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Affiliation Date Work Cumpleted:
Address (Agency): Phone No.:
Signature: Date:
F) Written Notice of New or Ex andine S%Ane Farm
The following signature block Is only to be used for new or expanding swine farms that begin construction after June
21, 1996. if the facility was built before ,tune 21,_1996, when was it constructed or last
expanded
I (we) certify that I (we) have attempted to contact by certified trail all adjoining property owners and all property owners
who own property located across a public road. street. or highway from this new or expanding swine farm. The notice was
in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
ANVC -- August 1, 1997 3 .

C) Runoff Controls from Exterior Lots (RC)
Fatality with exterior leas
Meduxf, to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Wore: Completed:
Address (Agency): Phone No.:
S ianature: Date:
D) Application and Handling Equipment Installation (WUP or 1)
Check the appropriate block
J Animal waste application ,and handling equipment specified in the plan is on site and ready for use:
calibration and adjustment materials have been provided to Elie owners. and are contained as part of the plan.
J Animal waste application and handling equipment specified in the plan ha; not been inscnlle'd but the owner
has proposed leasing or third party application and has provided a signed contract: equipment specified in
the contract agrees with the requirements of the plan: required buffers can be maintained: calibration and
adjustment Guidance have been provided to the owners and are contained as pan of the plan.
2 Conditional approval: Animat waste application and handling equipment specified in the plan has
been purchased and will be on site and installed by 1 (monWday/year); there i$ adequate
storage to hold the waste until the equipment is install d and until the waste can be land applied in
accordance with the cropping system contained in the plan: and calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): G. GL6NN CLrFro.4
Affiliation iP+z srAag i:�;mr& a.ir. -,, Date Work Completed:
Address (Agency): P.D. &,- 438 Cu ?17'0' d t4C _ 1:83 2.9 _ Phone No.: 9 l o - S97-- 5l-7 I
Signature:_ ciSY�iy�•+r (' %F,. - Date: r312619-7
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that i (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical -Specialist within 15 calendar days following the date specified in the conditional ceruticacion. I
(we l realize that failure to submit this verificadon is a violation of the waste management plan and will subjecE me
(us) to an enforcement action from DEM.
Name of Land Owner: J )yi,'cP
Signature:
Date: —0-
Name of Nllanagh-Trdifferent from owner):
Si;nature: Date:
E) Odor Control. Insect Control and N-iortality Nlarta-zement (SD. SI. WUP. RC or it
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational. .
Name of Technical Specialist (Please Print): G, LI Efl�tf Cf_t From
Aftiiiation_P2C&r^Ge FARr&5 Z—re- ,Date Work Completed:_,
Address (Agency): P. 0_ 8ok ¢3 CL t N 7 oN nJc "3z 9 Phone No.:9lQ- 91- = 71
Signature:_ czW.w C _tom -, _ Date: 9ILt,1977
A%VC -- August 1, 1997

To: VJ A be r LO j2
P,b. box 8(9,5
c. r Z r3r✓ rN �w N W.C. U 337
From: i� AV[ D C va DEN
959 L�EW jar C-3goncW AD
LjZ E3E'Y�! !JG� 7
Date:
As required by North Carolina GS 106-805, I am notifying you of my intention to ex-
pand my F'rNisr+i4 a swine farm. The farm's animal waste management system
has a design capacity of , jIj 76D .
For your information, the technical specialist preparing the waste management plan is:
GLENr! CLIFTaN
P. 0- anx H s
C0 0'o nl N e—
and the local Soil and Water Conservation District office address is:
$ L A a Eni Spy- y INA TE R
IZ.2, AGI—SEAVIC— CCAMee
EL/ZA8e7--tagg, �1 a(- Z$337
Written .comments may be submitted to:
Sue Homewood
Division of Water Quality
Department of Environment, Health, and Natural Resources
P.O. Box 29535
Raleigh, North Carolina 27626-0535
copy; G. Clifton

David Gooden Hog Farm 1-16
David Gooden
939 Dewitt Gooden Rd.
Elizabethtown NC 28337
Facility NIAmber 09-33
List of Property Owners Notified:
1. Christine Suggs
C. Eleanor Kamp
3. James McKay
4. Bernard Monroe
5. Sennett Gooden
6. Gladys Monroe
7. D. Hart,
8. Eva McKoy
9. Edwin B. McCall Jr.
10. Charles Gillispie
11. Wade Taylor
12. Mary B. Shaw
13, Clarence McDonald
14. Stephen Prince
15. Lon Williams
16. Dannie Smith
17. Sack Marshall
18. W T McDowell
19. K. McDonald
20. George G. Shaw

From: "J.R. Joshi" <[e-mail]>
Organization: DWQ Water Quality
To: [e-mail]
Date sent: Mon, 20 Oct 1997 9:56:22 EST
Subject: Re: 09.33, 09-121, 09.210
Send reply to: [e-mail]
Priority: normal
Sue,
I may have written to you about this but here it is again (just in
case):
Yes, go ahead and combine these three farms into one as 09-210.1 will
then write an amended COC. "
Thanks.
From: "SUE HOMEWOOD" <[e-mail]>
Organization: DWQ Water Quality
To: jr_josW @dem.ehnr.state,nc.us
Date: Thu, 9 Oct 1997 15:37:21 EST
Subject: 09-33, 09-121, 09-210
Priority normal
a
These three farms need to be combined. I wanted to notify you
because one of them has been permitted (9-210), another has applied
for a permit (09-121) and the third was listed as just registered.
Prestage has sent me the certification that the entire farm is
certified as installed and should be combined. How would you like to
handle it? Do you want me to combine them under 09-210 and you can
reissue the COC or do you want me to use 09-121 the application one
and you can issue it according to that application and rescind?
deleted? 09-210?? It doesn't matter to me so you decide what would be
easiest for you. Thanks, I'll send you up your copy of the cert.
form.
Sue
Sue Homewood
Environmental Engineer
North Carolina Division of Water Quality
PO Box 29535
Raleigh NC 27626-0535
phone: [phone] ext 502
fax: [phone]
J.R. Joshi
NC Department of Environment, Health and Natural Resources
Division of Water Quality, Water Quality Section
P.O. Box 29535, Raleigh, NC 27626-0535 U.S.A.

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part H, must be included
with this application prior to the application being accepted as complete.
Application Date: 3
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
1. One completed and signed original and two copies of the application for -General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part II (Certification of Design Items A-F). If the facility does not have Part II of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations.
4. Three copies of the Animal Waste Management Plan (AWMP) used for facility design.
II. GENERAL INFORMATION:
1. Farm's name;
2. Print Land Owner's narae:
3. Mailing address:
City:
Telephone Number: (_,)
4. County where farm is locatgd:
o& l—/6
State: Zjp:
—+14g5
n
Lo ft �
m
rrj <
vn
5. Farm 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 farm identified): 3. 0 oti le s la" M as- a b w+u
.1700 aN DeW& 1�001er% AJ. (SR.- 1705)_
6. Print Farm Manager's name (if different from Land Owper):
7. Lessee's / Integrator's name (if applicable; please circle which type. is listed): ?r><3441 R
RECEIVE
AUG 0 b 1991
FAYE 17EVILLE
REG. OFFICE
FORM: AWO-G-NE 3/21/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: 02 (county number); 3 3 (facility number).
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed
Tvne of Swine
0 Wean to Feeder
*Feeder to Finish
O Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
O Farrow to Finish (# sow)
0 Layer
)I Woo b 0 Non -Layer
0 Turkey
0 Dairy
0 Beef
Other Type of Livestock on the farms: No. of Animals;
3: Acreage cleared and available for application: 9 ; Required Acreage (as listed in the AWMP):_
4. Number of Lagoons: , 3 ; Total Capacity: 20 b _ Cubic Feet (0)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (0)
5. Are subsurface drains present within 100' of any of the proposed application fields? or NO (pleaw circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or NO (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 12177 (Swine Only) or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? S? 12 it / 9 (a
What was the date that this facility's land application areas was shed? , ��21?. 9110
IV. APPLICANT'S -CERTIFICATION:
11 f al (Land Owner's name listed in question 11.2), attest that
this application for ` — t U (Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to thil 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 retu to me asInc lete �� wS
Signature Date I
V . MANAGER'S CERTIFICATION: (comptete only if different from the Land Owner)
1,
(Manager's name listed in question 11.6), attest that this
application for (Farm name listed in question U.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned 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
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3

W ArEjgQG
Michael F. Easley, Governor
O�0F
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 3, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
David Gooden
David Gooden Hog Farm 1-16
959 Dewitt Gooden Rd
Elizabethtown NC 28337
RECEIVED
JAN 2 4.2006
OENR - FAYET RLLE REGIONALOFRGE
Subject: Notification for Phosphorus Loss Assessment
David Gooden Hog Farm 1-16
Permit Number NCA209210
Facility 9-210
Bladen County
Dear David Gooden,
There is a condition in your recently issued Animal Waste Management General NPDES Permit
addressing phosphorous loss standards. The permit condition quoted below states that if the state or
federal government establishes phosphorus loss standards your facility must conduct an evaluation within
I80 days. The Federal Natural Resources Conservation Service has now established this standard: A
computer -based program was developed to determine how much phosphorus was being lost from
different fields. Instructions on how to comply with this requirement are provided below.
In accordance with your NPDES Permit Number NCA209210 Condition 1.6, your facility must now
conduct a Phosphorus Loss Assessment. Condition 1.6 states:
"If prior to the expiration date of this permit either the state or federal government establishes
Phosphorus loss standards that are applicable to land application activities at a facility operating
under this permit, the Permittee must conduct an evaluation of the facility and its CAWMP under
the requirements of the Phosphorus loss standards to determine the facility's ability to comply
with the standards. This evaluation must be documented on forms supplied or approved by the
Division and must be submitted to the Division. This evaluation must be completed by existing
facilities within six (6) months of receiving notification from the Division.
Once Phosphorus loss standards are established by the state or federal government that are
applicable to facilities applying to operate under this permit, no Certificate of Coverage will be
issued to any new or expanding facility to operate under this permit until the applicant
demonstrates that the new or expanding facility can comply with these standards."
The method of evaluation is the Phosphorous Loss Assessment Tool (PLAT) developed by NC State
University and the Natural Resources Conservation Service. PLAT addresses four potential loss
pathways: leaching, erosion, runoff and direct movement of waste over the surface. Each field must be
individually evaluated and rated as either low, medium, high or very -high according to its Phosphorus
N�°hCaru ina
%atura�l�
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: ht1p:/lh2o.enr.state.nc.us 2728 Capital Boulevard Raleigh. NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

David Gooden
Page 2
January 3, 2006
loss potential. The ratings for your farm must be reported to DWQ using the attached certification form.
The PLAT forms must be kept as records on your farm for future reference.
From the date of receipt of this letter, a period of 180 days is provided to perform PLAT and return the
certification form to DWQ. Only a technical specialist who has received specific training may perform
PLAT. You are encouraged to contact a technical specialist now to run PLAT on your farm. Your local
Soil and Water Conservation District may be able to provide assistance. This information on the attached
form(s) must be submitted within 180 days of receipt of this letter to:
Animal Feeding Operations Unit
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
NPDES permitted farms will need to have implemented a nutrient management plan which addresses
phosphorus loss before the next permit cycle beginning July, 2007. If you have any fields with a high or
very high rating, then your waste utilization plan will require modifications. The purpose of performing
PLAT this early is to allow adequate time for making waste plan modifications where necessary. With
the next permit, continued application of waste will not be allowed on fields with a very high rating. For
fields rated high, only the amount of phosphorus projected to be removed by the harvested crop. For low
and medium ratings, phosphorus will not be the limiting factor. Once the PLAT evaluation is completed
on your farm, you will know if you have fields that need further work. You are encouraged to begin
developing and implementing a strategy to deal with any issues as soon as possible.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statue or permitting requirement.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone] or
the Fayetteville Regional Office at [phone].
Sincerely,
Paul Sherman
Animal Feeding Operations Unit
cc: Fayetteville Regional Office
Bladen County Soil and Water Conservation District
Facility File 9-210

+1 • , - , AFA
NCDENR -
North Carolina_ Department of Environment and Natural Resources
Division of Air Quality
Michael F. Easley, Governor
MEMORANDUM
09-a1v
O'g- 59
U4'— 15p
William G. Ross, Jr., Secretary
Alan Klimek, P.E., Director
Date: 01 /30/2002
To:
Through:
From:
Keith Overcash c/o Gary Saunders, RCO TSB
Steven Vozzo }�
Markus Elliott
Re: Addendum to FRO Request for Odor Determination for
DAQ FRO Bladen County Case # 02
The attached information is additional compilation of data regarding odors emitted by Husker Farm'
9a59, Terra Nova Farm 9a132, ASK Faun 9al50, Cyclone Farm 9a176 and David Gooden Farm 9a210;
located on or near Rosindale Road in Bladen County, NC. The following is a timetable of events related to
Norris Farms:
1. 26 June 2001— A request for an odor determination was submitted by FRO to RCO.
The FRO requests the attached additional information be used to evaluate Husker Farm 9a59, Terra Nova
Farm 9al32, ABK Farm 9al50 and Cyclone Farm 9al76 as the source of animal operation odor affecting
this community. Since the final odor determination has not been made by RCO, we request that David
Gooden Farm 9a210 be removed from consideration as the source of objectionable odor at this time. This
additional information was collected after the mentioned Request for Odor Determination was submitted.
After further evaluation of the case it is determined that Gooden Farm 9a210 is probably not contributing to
objectionable odor evaluated at three residence on Coley Road. During the last three observations at the
Huggins residence odor was not detected from the direction of David Gooden Farm 9a210.
Since the Request for determination was submitted, I, Markus Elliott, have made four trips by the
residences on Coley and detected an odor on three occasions (8 Jan 02, 13 Jan 02, and 28 Jan 02). Each of
the three has had an intensity of 5. These complainants have maintained logs to determine the frequency of
the odor. The enclosures are the documentation of my observations and I request that they be used in the
odor evaluation.
Fayetteville Regional Office
225 Green Street — Suite 714, Fayetteville, North Carolina 28301-5043
Phone: [phone] FAX: [phone] Internet: http://daq.state.nc.us/
An Equal opportunity 1 Affirmative Action Employer-- 50% Recycled 110% Post Consumer Paper
Ps�✓

In two incidences the wind or drift was from the S to SSE. In one incident the wind drift was from the
NE to ENE. The four farms indicated are arranged in directions that create a more than normal occurrence of
objectionable odor at one or more of the residence cited in the request. There are four farms, less than one
mile from the complainants' homes, sited south, south-southeast, and north east of the complainants. All
incidences occurred when the wind was from the general direction of one or more of the farms. Due to wind
direction and close proximity of the farms to the complainants' homes, it appears that the farms are the
source of the objectionable odors.
Wac
Attachments
cc: (w/o attachments)
DAQ Central Files, RCO
Paul Rawls, DWQ FRO Supervisor

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
David Gooden
David Gooden Hog Farm 1-16
959 Dewitt Gooden Road
Elizabethtown, NC 28337
Dear David Gooden:
RECEIVE 1 w2i
JUL 0 8 1991
REG. FFFAYE'rTEVICE � H N F11
July 7, 1997 d
Subject: Application No. 09-033
Additional Information Request
David Gooden Hog Farm 1-16
Animal Waste Operation
Bladen County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by July 21, 1997:
1) Incomplete Animal Waste Management Plan Certification Forms were submitted as part of
the application package. Please complete these forms, and resubmit them to my attention.
Please reference the subject permit application number when providing the requested information.
All information should be signed, sealed, and submitted in triplicate to my attention at the address
below. The information requested by this letter, must be submitted on or before July 21, 1997, or the
Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200.and your
facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid
permit is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement
authority of the Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 362.
Sincerely,
Michael T. Lewandowski
Environmental Engineer
State Engineering Review Group
cc: Fayetteville Regional Office, Water Quality (w/o encl.)
Permit File (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

.ti
ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above. I
(we) -know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local. Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: DAV GOODEN
(Please print)
Signature: v�1 Date:
Name of Manager(If different from owner):
Signature:
Name of Person Preparing Plan:
Date:
4 -3--) . ? r
(Please prin0R. Dean Morris
Affiliation:USDA- NRCS Phone No. 910-862-6936
Address (Agency): 122 Ag. Service Ctr.'
Elizabethtown NC 28337
Signature: Date: ;k— l Lf — szz
Page: 15

M
9
ANIMAL WASTE UTILIZATION PLAN
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
1, C�'eoucje � - S L CLUy hereby give !D �ode _K
permission to apply animal waste from his Waste Utilization System
on 7_.acres of my land for the duration of time shown below.
The field(s) on which waste can be applied are shown on the
attached map.
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 will reduce my need for commercial fertilizer.
Adjacent Landowne Date: J
Waste Producer: Date: 3 �� O
Technical Representative:
SWCD Representative:
Date:- �(-- -/- 9
Date Lam- 9F
Term of Agreement: S ( - , 19 T6 to1� _"� -� Od 3
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2.)
Page:

W44"
rlv'_w
w
MITI,

Deno ion of Water Quiq
M0 Pram: � � � k�_ Lewa., c��.s�c � � Date:
b: _ _ ea —1 c h.., Subject ._ 0,F— 33
�-5 S OdCL --?A. D r-e[ey,,� -�70r -�uc*ir&/, 0r-33,
RECL---V EUD
FAYIE d'i'EVI 5-
REG. Oir=6riC;--
A�
fEHNR
HO�III (;IT&�101 EOM OI �n'iron�leni, Neall� iAd �iG{r11 SESOIIfOP�
PO 00129535, Raleigh, llorl5 Carolina 27626-0535 / Phone: [phone]

'k� f 7,
riE� �rL�
Animal Waste Management Plan Certification d
(Please type or print all information that does not require a signature) i1 t:. 19(�]
.,
kxistinz or ties or � ndee (please circle one) FAY E:f T EV;
General Information:
45
Name of Farm: 7A 1 D Gon, -0EN NOG FARM I- I Facility No: _ Of —
Owner(s)Name— GOO DE:4 Phone No: 910 - G+s - 490 2-
Mailing Address: 9-59 2) lJi-T Ir-�oaaE4 RD ELI Z/.BETN-rowrl N C. .Z8 337
Farm Location: County Farm is located in: aLAt0E4
Latitude and Longitude: 34 035 ' lo/ 78° 3& os '
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): 3.0 M t L a S SOU T N o f E L I Z A 3 6 TH Tow N nJ C _X 8 3 3-7
04 L/gWjTT 6000CV Rp (SQ-- IZOS)
Operation Description: Type of of Swine No. of Animals Type of Poulin- No. of Animals
J Wean to Feeder GG :1 Layer
S Feeder to Finish
:1 Farrow to Wean
J Farrow to Feeder
+4 46 zl')� J Pullets
Type of Cattle No. of Animals
Z Dairy
Z Beef
:) Farrow to Finish Other Type of Livestock: Number of Animals:
Expanding Operation. Only
7 _. ..�
Previous Design CapacityAdditional Design Capacin,
Total Design Cavacin•• t-t-7't:,- C7
Z4.58 G6c GGc
Acreage Available for Application: AVV JM1W RequirH2�A ea�ge: S
Number of Lagoons / Storage Ponds: Total Capacity: 4'�-3- Cubic Feet (fry)
Are subsurface drains present on the farm: or NO (please circle one)
If YES: are subsurface drains present in the area of the( LAGOO or SPRAY FIELD (please circle one)
0wner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. 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
Environmental Manasement before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storase or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 2-5-year. 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DE-M or a new certAicat^on (if the approved plan is changed) within 60 days of a title transfer.
1­1
?Fame of Land OyKter,,: J,,Z a��� � �ncV'c
Signature: l
Name of Manager(if different from owner):
Date: 7/319-
Signature:
Date:

Technical Specialist Certification
LAs a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005. I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM)
as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (MRCS) and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 617.0001,0005. The
following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD. SI, WUP, RC, D, the technical specialist should only certify parts for which they are technically
competent.
II. Certiffeahon of Design
A) Collection, Storage, Treatment System
Check rite appropriate box
❑ Exlstin; facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
,a"New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
%`%0%J0t t ttatri�i
Name of Technical Specialist (Please I;N '
Affiliation: M w� Aoa��:S�O,�'• 9 ''
Address(Agency): Fn. eQ. to9� ii-,��$,,��� �r <� Ard9 Phone No.: 9r6 -211c, von
Z 12273 j
Signature:-- �.�.,!..1�„.__ Date: 61 1419i
E C7
B) Land Application Site�(WUP) 5-10-ZOYO Ap) "l't%'P -
Thcpladrpi`rovides for minimum separations tb �!�adequate amount of land for waste utilization; chosen crop is
suitable for waste manaQemenr, hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): G. G`ENnQ C r F ro.4
Affiliation: f ReSTA6E r=ARN+S --r.fc.
Address(A=ency): P 0 . x 438 C! + rJ 6tc Pic- -2-9 3 2!9Phone No.:9'o - s92 - 57? r
Signature: Date: r. I ¢ / 97
C) Runoff Controls from Exterior Lots
Check the appropriate box
ZI Facility without exterior lots (SD or WLJP or RC)
This facility does not contain any exterior lots.
Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by MRCS.
Name of Technical Specialist (Please Print): G. 61-En1 nl C r FToy
Affiliation: ?FsTAeE FAQnA-S�=. e-
Address(Agency): P.D. 85h 439 Czir4 faN rJ c z832t'� Phone No.:9io-5�Z-s7-7
Signature: Date: 6ol 4 /97
A 11'!` i........ l t On- 7

J
February 26, 2004
David Gooden
959 Dewitt Gooden Rd.
Llizabethtown, NC 28337
Mr. Gooden:
Here is the COC you requested from our office this morning. I hope this is what you needed and
if we can be of any further assistance please let us know.
Best regards,
Richard Canady

Michael F. Easley, Governor
William G. Ross ,ir., Secretary
of Q� North Carolina Department of Environment and Natural Resources
[ Alan W. Klimek, P. E., Director
'i Division of Water Quality
April 9, 2003
David Gooden
David Gooden Hog Farm 1-16
959 Dewitt Gooden Rd
Elizabethtown NC 28337 .
Subject: Certificate of Coverage No. NCA209210
David Gooden Hog Farm 1-16
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear David Gooden'.
On March 14, 2003,.the North Carolina Division of.Water Quality (Division) issued an NPDES General
Permit for swine facilities. The General Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on February 10, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to David Gooden, authorizing the operation of the subject animal
waste collection, treatment, .storage and land application system in accordance with NPDES General
.Permit NCA200000. The issuance of this COC supercedes and terminates your COC Number
AWS090210 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the David Gooden Hog Farm 1-16, located in BladenCounty, with an animal
capacity of no greater than an annual average of 11760 Feeder to Finish 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 July 1, 2007. 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 General Permit. -Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current 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 keeping
and monitorine conditions_.in.. this hermit. The Devices to Automatically St_op_Irrigation_Events Form
must be returned to the Division of Water Quality no later than 120 days following receipt of. the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Quality by no later than March 1st of each year.
-_
NMENR
Non -Discharge Permitting unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet httpdfn2o.enr.state.nc.uslndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

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.
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 I5A 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 or any wetted area of a spray field.
Please be advised that any violation of the terms 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, the Clean Water Act and 40 CFR 122.41 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 NPDES 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
Water Quality Staff may be reached at [phone], If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at (919)'733-5083 ext. 502.
Sincerely,
for AIan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit File NCA209210
Permit File AWS090210
NDPU'Files

ANIMAL FACILITY
MA
ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number of-i DCounty "R� I&.0.', Year 2005
Facility Name (as shown on Certificate of Coverage or
rr}Permit) CweJ ✓f.0 &C :O,t, h6l qmm
Operator in Charge for this Facility _ Da U R'GVnCertification #
L d application of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
w enerated but not land applied, please attach an explanation on how the animal waste was handled.
Part 1: Facility Information:
1. Total number of application Fields,:] or Pulls lease check the appropriate box) in the Certified Animal
Waste Management Plan (CAWNIP): Total Useable Acres approved in the CAWWi
?. Total number of Fields ❑ or Pulls ease check the appropriate box) on which land application
occurred during the year: Total Acres on which waste was applied . /1ry� C - 3I
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
Lf 76 .?
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually, by. the CAWMP and
the permit:
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
7. Lamest and smallest number of animals by type at this facility at any one time during the previous year:
Largest 1314()
Smallest el ! IR _�
(These numbers are for informational purposes only since the only permit Iimit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable:
Part II: Facility Status:
D r e;54&_,j
dvvwr
IF THE ANSWER TO ANY STATEMENT BELOW IS "CIO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
Only animal waste generated at this facility was applied to the permitted sites during K, Yes No
the past calendar year.
RECEIVED
FEB 12 2006
AFACF 3-14-03 1
DB+1R-FA1+ME111LLE REGIONAL OFFICE

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number ,
B. Lagoon Identification 0&If 1414 4 6 1_ —1)-
C. Person(s) taking Measurements Tom,, �VL a-44a4
D. Date of Measurements
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
_ 6c'yPnr5
c. Thickness df the sludge layer if making a direct measurement with "core sampler":
F. Lagoon Surface Area (using dimensions at inside top of bank): a (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1,33 acre: Use 8 points
b. If more than 1.33 acre, ;I acres x 6 = /� , with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
1. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): 1.
J. Determine distance from Maximum Liquid Level to Minimum Liquid Level:
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
level: Item d — Item I, assuming present liquid level is below Max. Liq. Level: e �'
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): 6,
M. Record from 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): 3
N. Record from sludge survey data sheet the average thickness of the sludge layer: �• 3
D. Calculate the thickness of the existing Liquid Treatment Zone (Item M — Item K):
(Note: If Item O is less than 4 ft., a sludge removal and utilization plan may be required by
N. C, DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by- Q ne p 1 n ,,, L-- - _ C,V2Zen..._ .s,e �ti _Date: S - 1 �'S
Print Name ( Signatures
RECEIVED
White - Office Yellow - Producer FEB 2 2 20M
OENA - FATTEkrZUE REGIONAL ORE

Sludge Survey Data Sheet
Lagoon Identification: / )
Sludge Survey Data Sheet j�(Is. ; r r u-od(ert _(1 -
Completed by: - �s 1r3 p/�b Date: o5
Print Name SigAature
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to lagoon bottom soil
(C)-(B)
Thickness of sludge
is er
Ft, & inches
Feet tenths
Ft. & inches
Feet tenths
Ft. & Inches
Feet tenths
1
?
2
P,t�
3
4
0
6
4
7
8
9
10
11
2. Z
12
13
14
15
16
17
18
19
20
21
22
23
24
Average
9• 3
IA. 6
4-3
*All Grid Points and corresponding sludge layer thickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
See Appendix 6 for conversion from inches to tenths of feet.
White - Office Yellow - Producer
RECEIVED
FEB z 2 2006
DSVR - FAYM REG10 NAJ:OR9CE

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number 1�7
B. Lagoon Identification n v i r) r O,-d,,, A C7 l
C. Person(s) taking Measurements r� s ,F a22Y .
D. Date of Measurements
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
's-o nn. t—
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thi— cknc s of the sludge layer if making a direct measurement with "core sampler":
NA
F. Lagoon Surface Area (using dimensions at inside top of bank): w. D. (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area•)
G. Estimate number of sampling points:
a• Less than 1.33 acre: Use 8 points
b• If more than 1.33 acre, ,?, i. acres x 5 = 1Y with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
The lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): I, r
J. Determine distance from Maximum Liquid Level to Minimum Liquid Level:
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid q
level: Item ,I — Item I, assuming present liquid level is below Max. Liq. Level: !
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): f i•,�
M. Record from 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): 3
N. Record from sludge survey data sheet the average thickness of the sludge layer.^
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M -- Item K): S•
(Note: If Item O is less than 4 ft., a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by :& m6p,s % „„ �, C:.L12,4! 4¢� � Date: S- j,;t -gS
Print Name Signature
White - Office Yellow - Producer
3

Sludge Survey Data Sheet
Lagoon Identification:
Sludge Survey Data Sheet , '� �7oa c� rL �`7 -11.)
Completed by: -�17a— wP.s LO rr,A I Cf, Date: :5 —05
Print Name Sig4ture
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to top of slud a
(C)
Distance from liquid surface
to lagoon bottom soil
(C)-(B)
Thickness of sludge
la er
Ft. & inches
Feet tenths
Ft. & inches
Feet tenths
Ft, & inches
Feet tenths
1
2
b
3
6.9
4
�.
5
6
Sa
7
s, 1
9
10
11
b•S
12
13
6.
14
7
15
16
17
18
19
20
21
22
23
24
Average
*Ali Grid Points and corres pondin scud a is er thickness must be shown on a sketch
attached to this Slud�urvey ,Data Sheet.
See Appendix b for conversion from inches to tenths of feet.
White - Office Yellow - Producer
RECEIVED
FEB 2 2 zoos
oErrR �FArI„flKl! �.�1 c���,�F •"P^,

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon identification ..r2yid 6(,od—&n ( /a'h� _
C. Person(s) taking Measurements 17 6ne1r
D. Date of Measurements S -/�L - 05
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
0 r-
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
1.tA
F, Lagoon Surface Area (using dimensions at inside top of bank): _(acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acre: Use S points
b. If more than 1.33 acre, :. acres x 6 =.a., with maximum of 24.
(Using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed, Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): .6
1 Determine distance from Maximum Liquid Level to Minimum Liquid Level:
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
level: Item J - Item I, assuming present liquid level is below Max. Liq. Level:g ��
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
M. Record from 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): /U
N. Record from sludge survey data sheet the average thickness of the sludge layer: 3, 0
4. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K): -, !
(Note: If Item 0 is less than 4 It,, a sludge removal and utilization plan may be required by
N. C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to Sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by m�! Ica �LA � �j � Date:
Print Name !'. Signature -
White - Office Yellow - Producer

Sludge Survey Data Sheet
Sludge Survey Data Sheet
Completed by: •,T/-2 W s
Print Name
Lagoon Identification: �]
'%Loyd
Li7iJfnyr_. Date:
Signature
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to la oon bottom soil
(C) - A
Thickness of sludge
la er
Ft. & inches
Feet tenths
Ft. & inches
Feet tenths
Ft. & inches
Feet tenths
1
2
3
4
5
p
6
7
d.
8
a.
9
10
11
12
"
13
14
15
16
17
18
19
20
21
22
23
24
Average
'S
l� . S
3.0
*All Grid Points and corresgondinQ sludge laver thickness must be shown on a sketch
attached to this Sludge Survey Data Sheet.
See Appendix 6 for conversion from inches to tenths of feet.
White - Office Yellow - Producer
M.-

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number NIA a 01 Xid County Q +�iC. �eA,
Facility Name (as shown on Certificate of Coverage or Permit)
Operator_in Charge for•this Facility
Year 2001
�avk 1 -1�
00 eK Certification #A &191
Land application of animal waste as allowed by the above permit occurred during the past calendar year
— )<_ YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I :- -Facility Information:
1. Total number of application Fields Xor Pulls J (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): Total Useable Acres approved in the CAWMP
CO,�
2. Total number of Fields Y or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: Total Acres on which waste was applied-
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually,by -the CAWMP and
the permit: 2 7 0 L+ '
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year 0 tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by typeat this facility during the previous year:
/
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest
O& 7
Smallest &9 g f
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable: Pr CSTG-ge Ea - w,-5
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during �' Yes - No
the past calendar year.
EDENR-FAYMLLE
�EII/QED
FEB z 8 zoos
AFACF 3-14-03 ! RERaNu.OIRCE

2. The facility was operated in such a way that there was no direct runoff of waste from Yes No
the facility�(including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
I There was no discharge of waste to surface water from this facility- during the past Yes No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during Yes No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the Yes No
levels specified in this facility's CA`VMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. Yes ! No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon Yes _ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. � Yes No
9. Annual soils analysis were performed on each field receiving animal waste during the T.Yes No
past calendar year. `
10. Soil pH was maintained as specified in the permit during the past calendar Year?
Yes - No
11. All required monitoring and reporting was performed in accordance with the facility's
Yes _ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
Yes — No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
I I Crops as specified in the CAWMP were maintained during the past calendar year on all
Yes _ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAW -MP for this facility- were
Yes _ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of lawthat this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based -on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information. the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
ermittee Dame and Title (type or print)
2nature of Yermittee
SiTnature of -Operator in Charge
(if different from Permittee)
U) n e (,--
Date
—� ^ ds
Date
AFACF 3-14-03

AL
Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number I — -� 10
B. Lagoon Identification bwn'J Good ea) $} 3
C. Person(s) taking Measurements
D. Date of Measurements
E, MethodslDevices Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
,5 r) 0 r
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
,L`s��:,:,--•—
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
F. Lagoon Surface Area (using dimensions at the inside top of bank): a _ (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, a acres x 6 = i with maximum of 24.
(using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
1. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): i , ,3
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: a-, 9-
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: Item) - Item 1, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuemeni points):
M. Record from the sludge survey data sheet the distance from the present liquid surface level
to the lop of the sludge layer (average for all the measurement points): IQ
N. Record from the sludge survey data sheet the average thickness of the sludge layer: oZ--�
0, Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K). 9.
(Note: If item D is less than 4 ft.. a sludge removal and utilization plan may be required by
N.C. DWQ: See your specific permit or contact DWQ for more information.)'
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by: ti L-, rVt b 94,A4 Date:
Print Name Signature
IVED
FEB 2 8 2005
ON - FAYETI'Elf)LLE REGIONAL OFRGE

Sludge Survey Data Sheet
Completed Ely: L•t -m4>
Print Name
Lagoon Identification: DAVI'd rsoodQ,y) 3
rba-ter__ Date:
Signature
(A)
Grid
Point
No.
(8)
Distance from liquid surface
I to top of sludge
(C)
f
Distance from liquid surface
to lagoon bottom (soil)
(D)
Tickness of sludge
Payer
Ft. 8 inches
Feet (tenths)
Ft. 8 inches
Feet (tenths)
Ft. & inches
Feel (tenths)
1
, fo
!
.R J
2
!3.0
3. G
3
f
5
4.
6
0
lQ.
, b
7
t{
8
r ..z
o
10
12
13,3
13
14
15
'
16
17
1$
y
19
20
21
22
23
24
;Average
�4. r7
p
�°� • 0
0�.
' All Grid Points and corresppndinq�sludge layer thickness must be shown on a_sketch
attached to this Sludge Survey Data Sheet. ^
Conversion Table Frern Inches to Tenths of feet
Inches
Tenths _i feet
InChes
Tenths of fee!
1
0.1
7
0.6
2
0.2
B
0.7
3
0i2
9
0.7
4
C.3
10
0.8
5
0.=
tt
0.9
6
C.: �
12
1.0
in

. r David Goocten #3(I3-d6�
0 RL
11 po; ,4

Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number o� i
B. Lagoon Identification _UQVid %7os�d4,4 1i
C. Person(s) taking Measurements �7. L:a Yv(- _
D. Date of Measurements — A --0 1
E. Methods/Devices Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
'�-
c, Thickness of the sludge layer if making.a direct measurement with "core sampler"
F. Lagoon Surface Area (using dimensions at the inside top of bank): a (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, 'k acres x 6 = i<oZ with maximum of 24,
(using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed, Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
N. Conduct sludge survey and record data on "Sludge Survey Data Sheet".
I. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole): 19
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: O
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: Item.i - Item I, assuming present liquid level is below Max, Liq. Level: �•
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points): a
M. Record from the sludge survey data sheet the distance from the present liquid surface level rI
to the top of the sludge layer (average for all the measurement points): �.
N. Record from the sludge survey data sheet the average thickness of the sludge layer: 3.s
0. Calculate the thickness of the existing Liquid Treatment Zone (item M - Item K): 5 RECEIVED
(Note: If item 0 is less than 4 ft.. a sludge removal and utilization plan may be required by e�
N.C. DWQ: See your specific permit or contact DWQ for more information.)= FEB 2 8 2005
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped �ENR-FAYETiE1�CLEREGIONAL �FF]CE
lagoon with uniform side slope.
Completed by: J rat d Date:
Print Name Signature

Sludge Survey Data Sheet
Lagoon ldentification
Compleled By: Lam 1, 1'
-Print Blame Signature
1 1 �G.' ■
Date:
f�
(A)
Grid
Point
No.
Distance from liquid surface
to top of sludgy
(C)
Distance from liquid surface
to lagoon bottom (Soil)
(D)
Thickness of sludge
layer
Ft. 8 inches
'Feet (tenths)
Ft. 3 inches
Feet (tenths)
Ft. 8 inclhas
Feet (lirnihs)
1
3, 1
3
S
3.1I
q'
13.
5
ID. 1
13. -Z
3.1
6
a
43,
7
a,
3
a
3
9
O,cy
13.
3,a.
10
, {a
11
. 3
13.
L? o
12
1, 3
13
14
16
16
17
18
19
20
21
22
23
24
Average
9, r7
-'' All Grid Points and corresponding sludge laver thickness_ must he shown on a sketch
attached to this Sludge Survey Data Sheet.
Conversion Table From Inches to -anths of feet
tnc ies
Tenths :f feet
inches
Tenths of fee!
0.1
7
0.6
2
0 2
a
0.7
3
0:2•
9
0.7
C 3
10
0.8
O.g
6
G. 5
12
1.0

Lagoon Sludge Survey Form
A. Farm Permit or DWQ IdenGOcation Number — 2 J d
B. Lagoon Identification be2U tad, Gzd ex a
C. Person(s) taking Measurements
D. Date of Measurements I -.I I— 0
E. MathodslDevices Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
.onoc
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
NN
F. Lagoon Surface Area (using dimensions at the inside top of bank): . oZ (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, 2, oZ acres x 6 = -�, with maximum of 24,
(using sketch and dimensions, develop a uniform "grid' that has number of Intersection points that match
most closely with the estimated number of sampling points needed, Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on 'Sludge Survey Data Sheer.
I. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: O
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: Item) - Item I, assuming present liquid level is below Max. Llq. Level: a
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points): 1 - 5
M. 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):
N. Record from the sludge survey data sheet the average thickness of the sludge layer:
0. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K): S• fo
(Note: If item 0 is less than a ft.. a sludge removal and utilization plan may be required by
N.C. DWQ: See your specific permit or contact DWQ for more Information.)"
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by: t% Lam Date:
Print Name t7 Signature

Sludge Survey Data Sheet
Lagoon Identification: Dalud
Compleled By. a L.a.>" [)
Print Name
Date: 1 - .2- dq
Grid
Point
.
s
7� r
Distance from liquids ess of sludge
to top. .. . la con bottooil�
�
r
S
I
' All Grid Points and corresponding slud-cle layer -thickness must be shown on a sketch
attached to this Slud a Survey Data Sheet.
Conversion Table From Inches to Tenths of feet
Inches
Tenths --f feet
inches
Tenths of feet
1
0.1
7
0.6
2
0.2
8
0.7
3
0'2•
9
0.7
4
0.3
10
0.8
0.9
s
e._
12
1.0
0

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES,_,
Facility Number: 09-210 County: Bladen W.FNED
JAN 9 2006
Facility Name:David Gooden Hog Farm, 1-16
Certified Operator Name: David Gooden Operator #
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/ldentifier (ID): 1 2
Spillway (Yes or No): N N
Level (inches): 18.5 18
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures. Five
and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within
acceptable ranges.
_X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: January 10, 2006
I hereby certify that I have reviewed the information listed above and included within the atta
of Action, and to the best of my knowledge and ability, the information is accurate and correi
David Gooden
Facility Owner/Manager (print)
Owner/Manager
PoA Cover Page 2121100
re)
Phone: [phone]
Date: January 5, 2005

Y
PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID); 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.5 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 0.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 95836 ft2
e. line c/12 x line d x 7.48 gallons/ft3 29869 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 145388 Ift'
h. current herd # 11760 certified herd #1 11760
actual waste produced = current herd # x line g =
certified herd #
i, volume of wash water according to structural design
j, excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12/605
m. ((lines e + k)/1000) x line I
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
145388 ft3
01ft3
58333 ft3
253972 gallons
2.00 Ibs/1000 gal.
567.7 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID): 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
18.0 inches
19.0 inches
1.0 inches
815361 ft2
50824 gallons
f, temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 145388 ft3
h. current herd # 11760 certified herd #1 11780
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water' according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12/6/2005
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
145388 ft3
®ft3
243136 ft3
484360 gallons
1.80 Ibs/1000 gal.
963.3 lbs. PAN
PoA (30 Day) 2/21/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM
STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: 1
line m =
567.7 lb PAN
2.
Structure ID: 2
line m =
963.3 lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure 10:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 1531.0lbPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT RF APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-
2 PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column ► x s
u. application window'
46961
17A
Matua
3.45
295.00
1017.8
Feb -June
4696
17B
Matua
3.17
293.00
928.8
Feb -June
4696
19A
Rye
1.91
18.00
34.4
Se -Mar
4696
19B
Rye
2:92
53.00
154.8
Sep -Mar
4696
20A
Rye
3.59
48.00
172.3
Sep -Mar
4696
20B
Rye
3.76
15.00
56.4
Sep -Mar
4696
20C
Rye
3.81
46.00
175.3
Sep -Mar
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) 2539.7 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 1531.0 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section 111) = 2539.7 lb. PAN
y. Overall PAN balance (w - x) _ -1009 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
PoA (30 Day) 2/21/00

Waste Utilization Pian
Producer: David Gooden
Name of Farm: David Gooden
Location: 959 Dewitt Gooden Rd.
Elizabethtown NC 28337
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 11760
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
County: Bladen
RED
-FAYETiEVLLEi,
22344 ton/year
27048 Ibs.lyear
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be 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 the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are
established.
4. Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. if you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

David Gooden
Page 2
could allow additional waste to be applied. Provisions shall be made for the area reneiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Strawberries in field #5
Tract No.
Field No.
Soil Type
Crop
Code
YieldlAc
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
4696
1
GbA
CB -Graze
5.5
50
2.90
7981,
MAR-SEP
275
4696
1
GbA
OS -Graze
1
50
2.90
145
OCT-MAR
50
4696
2
NoA
CB -Graze
5.2
50
2.90
754
MAR-SEP
260
4696
2
NoA
OS -Graze
1
50
2.901
145
OCT-MAR
50
4696
3
NoA
CB -Graze
5.2
50
2.60
676
MAR-SEP
260
4696
3
NoA
OS -Graze
1
50
2.60
130
OCT-MAR
50
4696
4
GbA
CB -Graze
5.5
50
3.50
963
MAR-SEP
275
4696
4
GbA
OS -Graze
1
50
3.50
175
OCT-MAR
50
4696
5
GbA
Strawberries
1000
0.05
1.50
75
SEP-OCT
50
4696
6
NoA
CORN
110
1.25
5.00
538
FEB15-JUN
137.5/107.5
4696
6
NoA
RYE -GRAZE
1
30
5.00
150
SEP-MAR
30
4696
7
NoA
CB -HAY
6.1
50
5.75
1754
MAR-SEP
305
4696
7
NoA
OS -MAY
1
50
5.75
288
OCT-MAR
50
4696
8
GbA
CORN
125
1.25
1.70
266
FEB15-JUN
156.31126.3
4696
8
GbA
RYE -GRAZE
1
30
1.70
51
SEP-MAR
30
4696
9
GbA
CB -MAY
6.5
50
4.60
1495
MAR-SEP
325
4696
9
GbA
OS -HAY
1
50
4.60
230
OCT-MAR
50
4696
10
GbA
CB -Graze
5.5
50
9.10
2503
MAR-SEP
275
4696
10
GbA
OS -Graze
1
50
9.10
455
OCT-MAR
50
4696
11
GrB
CB -HAY
5.5
50
9.00
2475
MAR-SEP
275
4696
11
GrB
OS -HAY
1
50
9.00
450
OCT-MAR
50
4696
12
GbA
CB -Graze
5.5
50
2.90
798
MAR-SEP
275
4696
12
GbA
OS -Graze
1
50
2.90
145
OCT-MAR
50
4696
13
WaB
CB -Graze
4.7
50
3.50
823
MAR-SEP
235
4696
13
WaB
OS -Graze
1
50
3.50
175
OCT-MAR
50
4696
14
WaB
CB -HAY
5.5
50
7.30
2008
MAR-SEP
275
4696
14
WaB
OS -HAY
1
50
7.30
365
OCT-MAR
50
4696
15
WaB
CB -HAY
5.5
50
11.60
3190
MAR-SEP
275
4696
15
WaB
OS -HAY
1
50
11.60
580
OCT-MAR
50
4696
17A
GbA
Matua-Graze
6.4
50
3.45
1104
F-J, A-N
320
4696 '
17B
GbA
Matua-Graze
6.4
50
3.17
1014
F-J, A-N
320
4696
18
GbA
CORN
125
1.25
1.70
215
FE615-JUN
156.3/126.3
4696
18
GbA
RYE -GRAZE
1
30
1.70
51
SEP-MAR
30
4696
19A
NoB
MILLET -Graze
1
110
1.91
210
MAR15-AUG
110
4696
19A
NoB
RYE -Graze
1
100
1.91
191
SEP-MAR
100
4696
19B
NoB
MILLET -Graze
1
110
2.92
321
MAR15-AUG
110
4696
19B
NoB
RYE -Graze
1
100
2.92
292
SEP-MAR
100
4696
20A
NOB
MILLET -Graze
1
110
3.59
395
MAR15-AUG
110
4696
20A
NoB
RYE -Graze
1
100
3.59
359
SEP-MAR
100
4696
20B
NoB
MILLET -Graze
1
110
3.76
414
MAR15-AUG
110
4696
20B
NoB
RYE -Graze
1
100
3.76
376
SEP-MAR
100
4696
20C
NoB
MILLET-Grazel
1 1
110
3.81
419
MAR15-AUG
110
4696
20C
NoB
RYE -Graze 1
1 1
100 1
3.811
3811
SEP-MAR
100

David Gooden
Page 3
2172
GS1
GrB
CB -HAY
5.5
1 50 1
7.001
1925
MAR-SEP
1 275
2172
GS1
I GrB
OS -HAY
1
1 50
1 7.001
350
OCT-MAR
I50
Total 105.16 30616lbs.
Available Nitrogen 27048 lbs.
Surplus or deficit -3568 lbs.
Table 2
Strawberries in field #18
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
4696
1
GbA
CB -Graze
5.5
50
2.90
798
MAR-SEP
275
4696
1
GbA
OS -Graze
1
50
2.90
145
OCT-MAR
50
4696
2
NoA
CB -Graze
5.2
50
2.90
754
MAR-SEP
260
4696
2
NoA
OS -Graze
1
50
2.90
145
OCT-MAR
50
4696
3
NoA
CB -Graze
5.2
50
2.60
676
MAR-SEP
260
4696
3
NoA
OS -Graze
1
50
2.60
130
OCT-MAR
50
4696
4
GbA
CB -Graze
5.5
50
3.50
963
MAR-SEP
275
4696
4
GbA
OS -Graze
1
50
3.50
175
OCT-MAR
50
4696
5
GbA
CORN
125
1.25
1.50
189
FE815-JUN
156.31126.3
4696
5
GbA
RYE -GRAZE
1
30
1.50
45
SEP-MAR
30
4696
6
NoA
CORN
110
1.25
5.00
538
FE1315-JUN
137.51107.5
4696
6
NoA
RYE -GRAZE
1
30
5.00
150
SEP-MAR
30
4696
7
NoA
CB -HAY
6.1
50
5.75
1754
MAR-SEP
305
4696
7
NoA
OS -HAY
1
50
5.751
288
OCT-MAR
50
4696
8
GbA
CORN
125
1.25
1.70
266
FEB15-JUN
156.31126.3
4696
8
GbA
RYE -GRAZE
1
30
1.70
51
SEP-MAR
30
4696
9
GbA
CB -HAY
6.5
50
4.60
1495
MAR-SEP
325
4696
9
GbA
OS -HAY
1
50
4.60
230
OCT-MAR
50
4696
10
GbA
CB -Graze
5.5
50
9.10
2503
MAR-SEP
275
4696
10
GbA
OS -Graze
1
50
9.10
455
OCT-MAR
50
4696
11
GrB
CB -HAY
5.5
50
9.00
2475
MAR-SEP
275
4696
11
GrB
OS -HAY
1
50
9.00
450
OCT-MAR
50
4696
12
GbA
CB -Graze
5.5
50
2.901
798
MAR-SEP
275
4696
12
GbA
OS -Graze
1
50
2.90
145
OCT-MAR
50
4696
13
WaB
CB -Graze
4.7
50
3.50
823
MAR-SEP
235
4696
13
WaB
OS -Graze
1
50
3.50
175
OCT-MAR
50
4696
14
WaB
CB -HAY
5.5
50
7.30
2008
MAR-SEP
275
4696
14
WaB
OS -HAY
1
50
7.30
365
OCT-MAR
50
4696
15
WaB
CB -HAY
5.5
50
11.60
3190
MAR-SEP
275
4696
15
Wa8
OS -HAY
1
50
11.60
.580
OCT-MAR
50
4696
17A
GbA
Matua-Graze
6.4
50
3.45
1104
F-J, A-N
320
4696
17B
GbA
Matua-Graze
6.4
50
3.17
1014
F-J, A-N
320
4696
18
GbA
Strawberries
1000
0.05
1.70
85
SEP-OCT
50
4696
19A
NoB
MILLET -Graze
1
110
1.911
210
MAR15-AUG
110
4696
19A
NoB
RYE -Graze
1
100
1.91
191
SEP-MAR
100
4696
19B
NoB
MILLET -Graze
1
110
2.92
321
MAR15-AUG
110
4696
19B
NoB
RYE -Graze
1
100
2.92
292
SEP-MAR
100
4696
20A
NoB
MILLET -Graze
1
110
3.59
395
MAR15-AUG
110
4696
20A
NoB
RYE -Graze
1
100
3.59
359
SEP-MAR
100
4696
20B
NoB
MILLET -Graze
1
110
3.76
414
MAR15-AUG
110
4696
20B
NoB
RYE -Graze
1
100
3.76
376
SEP-MAR
100
4696
20C
NoB
i
MILLET -Graze
1
110
3.81
419
MAR15-AUG
110
4696
20C
NoB
RYE -Graze
1
100
3.81
381
SEP-MAR 1
100

David Gooden
Page 4
2172
1 GS1
I GrB
I CB -HAY
1 5,5
1 50
1 7.001 1925 MAR-SEP
1 275
2172
1 GS1
I GrB
OS -HAY
1
50
1 7.001 3501 OCT-MAR
I50
Total 105.16 30595lbs.
Available Nitrogen 27048 lbs.
Surplus or deficit -3547 lbs.
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply
the waste in a timely manner.
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the stand of bermudagrass. This loss of stand will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain 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 nutrients
or other elements. Your production facility will produce approximately 4234 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 21168 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 71
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 169
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should not exceed the available water holding capacity

David Gooden
Page 5
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is orovided as a guide for establishincl application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate inlhr
Applic,
Amount
4696
1
GbA
CB -Graze
0.5
1.0
4696
1
GbA
OS -Graze
0.5
1.0
4696
2
NoA
CB -Graze
0.5
1.0
4696
2
NoA
OS -Graze
0.5
1.0
4696
3
NoA
CB -Graze
0.5
1.0
4696
3
NoA
OS -Graze
0.5
1.0
4696
4
GbA
CB -Graze
0.5
1.0
4696
4
GbA
OS -Graze
0.5
1.0
4696
5
GbA
CORN
0.5
1.0
4696
5
GbA
RYE -GRAZE
0.5
1.0
4696
6
NoA
CORN
0.5
1.0
4696
6
NoA
RYE -GRAZE
0.5
1.0
4696
7
NoA
CB -HAY
0.5
1.0
4696
7
NoA
OS -MAY
0.5
1.0
4696
8
GbA
CORN
0.5
1.0
4696
8
GbA
RYE -GRAZE
0.5
1.0
4696
9
GbA
CB -HAY
0.5
1.0
4696
9
GbA
OS -HAY
0.5
1.0
4696
10
GbA
CB -Graze
0.5
1.0
4696
10
GbA
OS -Graze
0.5
1.0
4696
11
GrB
MHAY
0.4
1.0
4696
11
GrB
OS -HAY
0.4
1.0
4696
12
GbA
CB -Graze
0.5
1.0
4696
12
GbA
OS -Graze
0.5
1.0
4696
13
WaB
CB -Graze
0.5
1.0
4696
13
WaB
OS -Graze
0.5
1.0
4696
14
WaB
CB -HAY
0.5
1.0
4696
14
WaB
OS -HAY
0.5
1.0
4696
15
WaB
CB -HAY
0.5
1.0
4696
15
WaB
OS -HAY
0.5
1.0
4696
17A
GbA
Matua-Graze
0.5
1.0
4696
17B
GbA
Matua-Graze
0.5
1.0
4696
18
GbA
CORN
0.5
1.0
4696
18
GbA
RYE -GRAZE
0.5
1.0
4696
19A
NoB
MILLET -Graze
0.5
1.0
4696
19A
NoB
RYE -Graze
0.5
1.0
4696
19B
NoB
MILLET -Graze
0.5
1.0
4696
19B
NoB
RYE -Graze
0.5
1.0
4696
20A
NoB
MILLET -Graze
0.5
1.0
4696
20A
NoB
RYE -Graze
0.5
1.0
4696
20B
NoB
MILLET -Graze
0.5
1.0
4696
20B
NoB
RYE -Graze
0.5
1.0
4696
20C
NoB
MILLET -Graze
0.5
1.0
4696
20C
NOB
RYE -Graze
0.5
1.0
2172
GS1
GrB
CB -HAY
0A
1.0
2172
GS1
GrB
OS -HAY
0.4
1.0
4696
5
GbA
Strawberries
0.5
1.0
4696--r
18
GbA
Strawberries
0.5
1.0

David Gooden
Page 6
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION
Field(s) 5 & 18 will have alternating years of corn and strawberries. When one held has corn planted the other
will have strawberries planted.
Field(s) 6 & 8 will have the option to plant corn, millet, sweet corn, soybeans, matua or small grain. Waste will
be applied to sweet corn prior to planting. Use the following (PAN) rates on these crops:
corn - 156.25 Ibslac FE815-JUN
sweet corn - 156.25 Ibslac FEB15-JUN
soybeans - 168 Ibslac APR-5EP15
matua - 320 Ibslac F-J - A-N
small grain - 100 Ibslac . OCT-MAR
millet - 110 Ibslac MAR15-AUG
Millet will follow the sweet corn crop, and grazed. Matua may continue some growth in June -August if moisture
is available. During this time matua should not receive more than 25 lbs./ac.lmonth. Only apply 25 lbs./ac. in
June -August if the equivalent of one inch can be applied at the same time. if the crop does not respond with at
least a 1000 tbs. of growth within a 3-5 week period do not make another application until the plant have had an
opportunity to use the previous application.
If a winter cover is planted not for harvest apply 30 Ibs.of N per acre. N application to the next crop must be
reduced by the amount applied to the small grain.

Page 7
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: David Gooden
Owner/Manager Agreement David Gooden
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: — David
Signature:
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
G. Glenn Clifton
Phone: [phone]
Date:7—
Date:
Signature: A , AL.V.W C:S'� � - T Date: a a

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6 9 02
Waste Utilization Plan 0
Producer: David Gooden County: Bladen
Name of Farm: David Gooden
Location: 959 Dewitt Gooden Rd.
Elizabethtown NC 28337
Phone: [phone]
Type of Operation: Feed -Finish
Number of Animal: 11760
Storage Structure: Anaerobic Lagoon
Method of Application. Irrigation
Amount of waste produced per year: 22344 ton/year
Amount of plant available N (PAN) produced/year: 27048 lbs./year
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface water and/or groundwater. The plant nutrients in the animal waste
should be 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 the implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an environmentally
safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen -than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall not be applied to land eroding at more than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre 'per year providing that adequate filter strips are
established.
4. ,Do not apply waste on saturated soils , when it is raining, or when the surface is
frozen. Either of these conditions may in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied not more than 30 days
prior to planting a crop or forages breaking dormancy. Injecting the waste or disking will
conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change methods
in the future, you need to revise this plan. Nutrient levels for different applications. methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

David Gooden
Page 2
could allow additional waste to be applied. Provisions shall be made for the area receiving
waste to be flexible so as to accommodate changing waste analysis content and the crop type.
Lime must be applied to maintain pH in the optimum range for specific crop production. This
waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
A2ply
Lbs. N
Per Ac.
4696
1
GbA
Fescue Graze
4.0
34
2.90
394
AUG-SEP
136
4696
2
NoA
CB -Graze
5.2
50
2.90
754
MAR-SEP
260
4696
2
NoA
OS -Graze
1
50
2.90
145
OCT-MAR
50
4696
3
NoA
CB -Graze
5.2
50
2.60
676
MAR-SEP
260
4696
3
NoA
OS -Graze
1
50
2.60
130
OCT-MAR
50
4696
4
GbA
CB -Graze
5.5
50
3.50
963
MAR-SEP
275
4696
4
GbA
OS -Graze
1
50
3.50
175
OCT-MAR
50
4696
6
NoA
CORN
110
1.25
5.00
638
FEB15-JUN
137.51107.5
4696
6
NoA
RYE -GRAZE
1
30
5.00
150
SEP-MAR
30
4696
7
NoA
CB -HAY
6.1
50
6.00
1830
MAR-SEP
305
4696
7
NoA
OS -MAY
1
50
6.00
300
OCT-MAR
50
4696
9
GbA
CB -HAY
6.5
50
4.60
1495
MAR=SEP
325
4696
9
GbA
OS -HAY
1
50
4.601
230
OCT-MAR
50
4696
10
GbA
CB -Graze
5.5
50
9.10
2503
MAR-SEP
275
4696
10
GbA
OS -Graze
1
50
9.10
455
OCT-MAR
50
4696
11
GrB
CB -HAY
5.5
50
9.00
2475
MAR-SEP
275
4696
11
GrB
OS -HAY
1
50
9.00
450
OCT-MAR
50
4696
12
GbA
CB -Graze
5.5
50
2.90
798
MAR-SEP
275
4696
12
GbA
OS -Graze
1
50
2.90
145
OCT-MAR
50
4696
13
WaB
CB -Graze
4.7
50
3.50
823
MAR-SEP
235
4696
13
WaB
OS -Graze
1
50
3.50
175
OCT-MAR
50
4696
14
WaB
CB -HAY
5.5
50
7.30
2008
MAR-SEP
275
4696
14
WaB
OS -HAY
1
50
7.30
365
OCT-MAR
50
4696
15
WaB
CB -NAY
5.5
50
11.60
3190
MAR-SEP
275
4696
15
WaB
OS -HAY
1
50
11.60
580
OCT-MAR
50
4696
17A
GbA
Fescue -Graze
4.0
34
3.45
469
AUG-SEP
136
4696
17B
GbA
Fescue Graze
4.0
34
3.17
431
AUG-SEP
136
4696
19A
NoB
MILLET -Graze
1
110
1.91
210
MAR16-AUG
110
4696
19A
NoB
RYE -Graze
1
100
1.91
191
SEP-MAR
100
4696
19B
NoB
MILLET -Graze
1
110
2.92
3211
MAR15-AUG
110
4696
19B
NoB
RYE -Graze
1
100
2.92
292
SEP-MAR
100
4696
20A
NoB
MILLET -Graze
1
110
3.59
395
MAR15-AUG
110
4696
20A
NoB
RYE -Graze
1
100
3.59
359
SEP-MAR
100
4696
20B
NoB
MILLET -Graze
1
110
3.76
414
MAR 15-AUG
110
4696
20B
NoB
RYE -Graze
1
100.
3.761
376
SEP-MAR
100
4696
20C
NOB
MILLET -Graze
1
110
3.81
419
MAR15-AUG
110
4696
•20C
NoB
RYE -Graze
1
100
3.81
381
SEP-MAR
100
2172
GS1
GrB
CB -HAY
5.5
50
7.00
1925
MAR-SEP
275
2172
GS1
GrB
OS -HAY
1
50
7.00
350
OCT-MAR
50
Total 100.51 ' 28280 lbs.
Available Nitrogen 27048 lbs.
Surplus or deficit -1232 lbs.

David Gooden Page 3
Applying the above amount of waste is a big job. You should plan time and have appropriate equipment to apply
the waste in a timely manner.
The applicator is cautioned that P and K may be over applied while meeting the N requirements. In the future,
regulations may require farmers in some parts of North Carolina to have a nutrient management plan that
addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and for silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach materity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too -high and this will
definitely interfere with the stand of bermudagrass. This loss of stand, will result in reduced yields and less
nitrogen being utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation., you are encouraged to cut the small grain earlier. You may want to consider harvesting hay or silage
two to three times during the season, depending on the time small grain is planted in the fall.
The ideal time to interplant small grain, etc. is late September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters strips along
ditches, odd areas unable to be irrigated, and perimeter areas not receiving full application rates due to
equipment limitations. Actual total acres in the field listed may, and most likely will be, more than the acres
shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
The waste utilization plan must contain 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 nutrients
or other elements. Your production facility will produce approximately 4234 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 21168 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 71
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 169
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation such that
runoff or ponding occurs. This rate is limited by initial soil moisture content, soil structure, soil texture, water
droplet size, and organic solids. The application amount should ,not exceed the available water holding capacity

David Gooden
Page 4
of the soil at the time of irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of
the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the producer and
irrigation designer to ensure that an irrigation system is installed to properly irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The foilowing table is rovided as a guide for e ablishing a 3plication rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate inlhr
Applic.
Amount
4696
1
GbA
Fescue Graze
0.5
1.0
4696
2
NoA
CB -Graze
0.5
1.0
4696
2
NoA
OS -Graze
0.5
1.0
4696
3
NoA
CB -Graze
0.5
1.0
4696
3
NoA
OS -Graze
0.5
1.0
4696
4
GbA
CB -Graze
0.5
1.0.
4696
4
GbA
OS -Graze
0.5
1.0
4696
6
NoA
CORN
0.5
1.0
4696
6
NoA
RYE -GRAZE
0.5
1.0
4696
7
NoA
CB -HAY
0.5
1.0
4696
7
NoA
OS -HAY
0.5
1.0
4696
9
GbA
CB -HAY
0.5
1.0
4696
9
GbA
OS -HAY
0.5
1.0
4696
10
GbA
CB -Graze
0.5
1.0
4696
10
GbA
OS -Graze
0.5
1.0
4696
11
GrB
CB -HAY
0.4
1.0
4696
11
GrB
OS -HAY
0.4
1.0
4696
12
GbA
CB -Graze
0.5
1.0
4696
12
GbA
OS -Graze
0.5
1.0
4696
13
WaB
CB -Graze
0.5
1.0
4696
13
WaB
OS -Graze
0.5
1.0
4696
14
WaB
CB -HAY
0.5
1.0
4696
14
WaB
OS -HAY
0.5
1.0
4696
15
WaB
CB -MAY
0.5
1.0
4696
15
WaB
OS -HAY
0.5
1.0
4696
17A
GbA
Fescue -Graze
0.5
1.0
4696
17B
GbA
Fescue Graze
0.5
1.0
4696
19A
NoB
MILLET -Graze
0.5
1.0
4696
19A
Nob
RYE -Graze
0.5
1.0
4696
19B
NoB
MILLET -Graze
0.5
1.0
4696
19B
NoB
RYE -Graze
0.5
1.0
4696
20A
Nob
MILLET -Graze
0.5
1.0
4696
20A
NOB
RYE -Graze
0.5
1.0
4696
20B
NoB
MILLET -Graze
0.5
1.0
4696
20B
NoB
RYE -Graze
0.5
1.0
4696
20C
NoB
MILLET -Graze
0.5
1.0
4696
20C
NoB
RYE -Graze
0.5
1.0
2172
GS1
GrB
CB -HAY
0.4
1.0
2172
GS1
GrB
OS -HAY
0.4
1.0

David Gooden
Page 5
This is the maximum application amount allowed for the soil assuming the amount of nitrogen allowed for the
crop is not over applied. In many situations the application amount shown cannot be applied because of the
nitrogen limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances should the volume of the waste be stored in your structure
be within the 25 year 24 hour storm storage or one foot of freeboard except in the event of the 25 year 24 hour
storm.
It is the responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION

. 6
Page 6
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: David Gooden
Owner/Manager Agreement David Gooden
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm.The approved plan will be filed on -site at the faun office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: David Gooden
Signature: 11 4r,
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Signature: 4 , AL— G�4•%..
Phone: [phone]
Date: 31 �� �
Date:
Date: 5 )2 a9

RECEIVED
MAR 16 2006
OEM - FAl'EnE1+1LiE REGIONAL OMCE
r
v o a-01 340
kLA-
r r

MF. Easley, Governor
� William
G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
T. Alan W. Klimek, P.E. Director
Division of Water Quality
0 Y ,
January 12, 2005
CERTIFIED MAIL
RETURN RECEIPT RE UESTED
David Gooden
959 Dewitt Gooden Rd.
Elizabethtown, NC 28337
SUBJECT: Request for Information
David Gooden Hog Farm 1-16
Facility No. 9-210
Dear Mr. Gooden:
On January 5, 2006 you or a representative of David Gooden Hog Farm 1-16, Facility
No. 9-210 reported high freeboard of 18.5 inches at Stucture 1 and 18 inches at Structure
2. As allowed by your permit, the Division of Water Quality request that you submit a
copy of all lagoon records, rainfall records and irrigation events from March 1, 2005 to
the present by January 31, 2006 to the Fayetteville Regional Office of the Division of
Water Quality. If you have any questions please contact me at 910-486-1541.
Sincerely,
Steve Guyton
Environmental Specialist
At.h] Division of Water Quality/Aquifer Protection Section
225 Green Street, Suite 714, Fayetteville, NC 28301-5043
Phone: [phone] FAX: [phone]
Internet: http:llgw,ehnr.state. nc.us
- Customer Service: [phone]

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
David R Gooden
David Gooden Hog Farm 1-16
959 Dewitt Gooden Rd
Elizabethtown, NC 28337
Subject: Certificate of Coverage No. AWS090210
David Gooden Hog Farm 1-16
Animal Waste Management System
Bladen County
Dear David R Gooden:
In accordance with your application received on 20-Dec-06, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to David R Gooden, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the David Gooden Hog Farm 1-16, located in Bladen County, with an animal
capacity of no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 11760 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
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 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition 111.19 does not apply.
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. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pav
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatggua!iV.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Nye Carolina
NVA(M!!y
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

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.
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 02T .0111(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.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms 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 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS090210

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: - 3& 2-i0
Facility Name:D20d6'7Cel_el_)
/ 7n%
Certified Operator Name: Cto &)ool&7 Operator#
Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Structure t Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID): J2
Spillway (Yes or No): Ito
Level (inches): 17
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures. Five
and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within
acceptable ranges.
V Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included- within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to Iansfer of waste
to a site not covered In the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 2Iz�� llo
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.
rn Gi 6volole
ity Owner/Manager (print)
Fq9WIty Owner/Manager (signature)
Phone: /0 4 V36S
Date: Z 01511
PoA Cover Page 2121/00

ll. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: 1
2.
Structure ID: 2
3.
Structure ID:
4.
Structure ID:
5.
Structure ID:
6.
Structure ID.
line m = lb PAN
line m = 392.1 lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 392.1 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD_
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Iblacre)
t TOTAL PAN
BALANCE FOR
FIELD (tbs.)
column r x s
u. application window'
46961
14A
overseed graze
3.70
55.93
206.9
Sept -Mar
4696
148
overseed graze
3.60
34.17
123.0
Sept -Mar.
4696
15A
overseed graze
3.30
47.73
157.5
Sept -Mar
4696
158
overseed uraze
3.30
55.02
181.6
Sept -Mar
4696
15C
overseed graze
3.20
51.74
165.6
Sept -Mar
4696
15D
overseed gnaze
1.80
77.01
138.6
Se t-Mar
4696
20A
overseed graze
3.59
52.04
186.8
Sept -Mar
4696
20B
overseed graze
3.76
54.21
203.8
Sept -Mar
4696
20C
overseed graze
1.81
60.27
109.1
Sept -Mar
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1473.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 392.1 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 1473.0 Ib. PAN
y. Overall PAN balance (w - x) = .1081 lb. PAN
Pumping will begin as soon as field conditions are acceptable.

•4 .
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (ID): 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 95836 fe
e. line c112 x line d x 7.48 gallons/ft3 119476 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 145388 ft3
h. current herd # 4410 ' certified herd #1 44101
actual waste produced = current herd # x line g = 145388 ft'
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 2/16/2015
m. ((lines e + k)11000) x line l =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
® ft3
58333 ft3
253972 gallons
1.075Ibs/1000 gal.
392.1 Ibs. PAN
PoA (30 Day) 2/21/00

02,0 /o D'Oa%
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 09-33 County: Bladen 49
1 d2s-, 7ao
Facility Name: David Gooden Finishing
Certified Operator Name: David Gooden Operator #
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID): 1 2
Spillway (Yes or No): No No
Level (inches): 17 18.5
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures. Five
and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within
acceptable ranges.
X_Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality Prior to transfer of waste
to a site not covered In the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 1/27/10
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.
Phone:
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
PoA Cover Page 2/21100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): [lagoon 1
2. Current liquid volume in 25 yrJ24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 Inches
c. line b - line a (inches In red zone) = 2.0 Inches
top of dike surface area according to design
d. (area at below structural freeboard elevation) 9583B ftz
e. line ell x line d x 7.48 gallonslft3 119476 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 145388 ft3
h. current herd #F--4-4-1-01 certified herd #1 4410
actual waste produced = current herd # x line g =
certified herd #
1. volume of wash water according to structural design
J. excess rainfall over evaporation according to design
k. (lines h + 1 + J) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 11/5/2009
m. ((fines e + k)/1000) x line I
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
145388 ft3
fl3
58333 W
253972 gallons
1.20 lbs11000 gal.
448.1 lbs. PAN

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): La oon 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.5 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 0.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 81536 fe
e, line c112 x line d x 7.48 gallons/fe 25412 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 145388 ft3
h. current herd # F-74-1-01 certified herd #1 4410
actual waste produced = current herd # x line g
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 11/4/2009
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
145388 ft'
0 ft3
49641 ft3
243136 gallons
0.69 Ibs/1000 gal.
185.3 Ibs, PAN
PoA (30 Day) 2/21/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 1
line m =
448.1 lb PAN
2. Structure ID: 2
line m
185.3 lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n. lines 1 +2+3+4+6+6= 633.4 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT 13E APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
21721
GS1
small grain overseed
7.00
50.00
350.0
Oct -March
4696
2
small rain overseed
2.90
50.00
145.0
Oct -March
4696
7
small grain overseed
5.75
50.00
287.5
Oct -March
4696
9
small grain overseed
4.60
50.00
230.0
Oct -March
4696
14
small grain.overseed
7.30
50.00
365.0
Oct -March
4696
15
small grain overseed
11.60
50.00
680.0
Oct -March
4696
19A
Rye Graze
1.91
100.00
191.0
Oct -March
4696
19B
Rye Graze
2.92
100.00
292.0
Oct -March
4696
20A
Rye Graze
3.59
100.00
359.0
Oct -March
4696
20B
Rye Graze
3.76
100.00
376.0
Oct -March
4696
20C
Rye Graze
3.81
100.00
381.0
Oct -March
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 3556.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 633.4 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section Ili) = 3556.5 lb. PAN
y. Overall PAN balance (w - x) _ -2923 ib. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
PoA (30 Day) 2/21100

NCDAKS Agronomic Division Phone: [phone] Web site: wwwxcag -gov/agrouomi/
Report: W03332
a�"" �, �•.' _ 4 �.
Gmwff.
Gooden, David/Chauning
959 Dewitt Gooden Rd
Copies to:
J'r
Elizabethtown, NC
28337
Waste Analysis Report
''.V�„t('
Farm:
Received: 11/04/2009 Completed: 11/05/2009 Links to Helpful
Information
gladen County
Sample Information
Laboratory Results (parts per million unless otherwise noted)
SaV*Ie ID:
N
P K Ca
Mg
S
Fe Mn
Zn
Ca
B Mo
Cl C
Total 292
56.0 700 122
40.I
6m
3.16 0.57
1.48
0.95
1.13
BV -N
Waste Code:
NH4
AIS
-NO3
Na Ni Cd
Pb
Al
Se Li
pH
SS
cm DM%
CCE% ALE )
257
7.27
D"Crtfpf =
OR N
Swine Lagoon lag,
Urea
Recommendations:
Nutrients Available for First Crop
Ibs/TOOO allons
Other Elements
lbsltOOO xaUbas
Applcation Method
N P205 Ka0 Ca Mg S Fe
Mn
Zn Cis
B Mo
C1
Na
Ni Cd Pb
Al Se Li
Irrigation
1.2 0.75 5.6 0.71 0.23 0.36 0.02
T
0.01 0.01
0.01
2.1
Sample Information
Laboratory Results (parts per million unless otherwise noted)
Sample M.
N
P K Ca
Mg
S
Fe Mn
Zn
Ca
B No
Cl C
2
Total 167
47.6 879 124
34.0
26.9
3.38 0.55
1.31
1.08
1.37
W-N
Waste Conde:
-NH4
AIS
-NO3
Na Ni Cd
Pb
Al
Se Li
pH
SS
C:N DM%
CC,B% ALE(
321
7.35
iaescrlpf"
OR -IV
Swine Lagoon li .
Urea
R mmendatio :
Nutrients Available for First Crop
lbs/1000 ga&w
Other Elements
As/1000 gaflow
Application Method
N P205 K20 Ca Mg S Fe
Mn
Zn Cu
B Mo
C7
Na
Ni Cd Pb
Al Se Li
Irrigation
0.69 0.64 7.0 0.72 0.20 0.16 0.02
T
0.01 0.01
0.01
2.7
Sample Information
Laboratory Results (parts per million unless otherwise noted)
Sample ID:
N
P a: Ca
Mg
S
Fe Mn
Zn
Cu
B Mo
G C
3
7btal 211
34.2 722 77.8
21.5
30.4
2.16 0.27
0.77
0.61
1.1I
IN-N
Waste Cade:
-NH4
AIS _
NO3
Na Ni Cd
Pb
Al
Se to
pH
SS
C:N DM%
CCE% ALE
259
7.3
Descrfph m
ORN
Swine Lagwn Li .
Urea
Recommendations:
Nutrients Available for First Crop
lbs/1000 allons
Other Elements
Ibs/1000 gagans
Application Method
N P205 K20 Ca N? S Fe
Mn
Zn CU
B Mo
C1
Na
Ni Cd Pb
Al Se Li
Irrigation
0.88 0.46 5.8 0.45 0.13 0.18 0.01
T
0.01 T
0.01
2.2

NCDAKS Agronomic Division Phone: [phone] Web site: www.ncagr.gov/agronmmi/
Grower: Gooden, David/Channinftepork W03332 Page: 2
Sample Information
L iborzwry Results (parts per million unless otherwise noted)
sax*k Ib:
4
Waste Code:
AIS
Dewr4Wmx
Swine Lamn Li .
N
P d Co Mg S
Fe ift
Zn
Cu B MO G7 C
Total 157
IN-N
NH4
-NO3
OR-N
Urea
61.I 868 90.0 25A 36.8 3.64 0.34 5.02
1.95 1.42
Na M Cd A Al Se Li pH
SS CW DM% CM ALE
227 7.69
R mmen ions:
Nutrients Available for First Crop
I&II000 gag=
Other Elements lays1I000 gallow
Applfcadon Method
Irrigation
N P209 K20 Ca Mg S Fe Mn Zn Cu
0.65 0.82 7.0 0.53 0.15 0.2I 0.02 T 0.03 0.01
B MO
0.01
Cl
Na Ni Cad A Al Se H
1.9
North Carolina
Reprogramming of the laboratory4nionnation-management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
Tobacco Trusi Fund Commission - Steve Troxler, Commissioner ofAgriculture

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SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
FOR
DAVID GOODEN
2940 Finishing
June 4, 1997
RECEIVED
AUG 0 6 1991
WETTEVILLE
REG. OFFICE
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of m,t I belief.
01
M. Floyd Ada, Wk
License No. 12V3 Q �'
y,
=rn �^
�
,7C

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SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
DAVID GOODEN
2940 Finishing
TABLE OF CONTENTS
ITEM
Lagoon Design Check List
Emergency Action Plan
Design Summary
Lagoon Design
Soil Investigation
Hazard Classification Data Sheet for Dams
Operation and Maintenance Plan
Construction Specifications for Lagoons
Seeding Specifications
Plan for Lagoon
Typical, Cross -Section of Lagoon
Plan of Excavated Waste Storage Pit
Volume Calculations
Waste Utilization Plan
Waste Management Facility Site Evaluation
Verification of Notices to Adjoining Landowners
Waste Management Odor Control Checklist
Insect Control Checklist
Mortality Management Methods
Irrigation Plan
Maps
A. Topo Map
B. Soils Map
C. Flood Plain Map
D. ASCS Map

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' CHECKED BY: M k.,A
DATE: ��,-4-93
LAGOON DESIGN CHECK LIST
' Nag 1. Copy of 026 and maps if clearing involved.
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1
M
10�1-
2. Dam safety -
a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
3. Adequacy of storage volumes -
a. designed volume exceeds needs
b. stop pumping volume exceeds treatment volume
C. 25 year storm volume exceeds volume at start pumping
d, actual volume pumped exceeds required volume to be pumped
e. all temporary storage stored above seasonal high watertable
f. gludge volume included
g, minimum 6 feet treatment volume depth
4. Operation & Maintenance Plan (sheet) -
a. begin and end pump -out elevations
5. Location sketch -
a. distances to nearest residence
b. road numbers
C. north arrow
6.
Hazard Classification Sheet (NC-ENG-34)•-
a. distance to nearest stream in event of dike failure
b. distance to nearest public road in event of failure
C. topo map showing lagoon location and information to support a&b
Waste Utilization PIan
a. show all tracts & field numbers, field acreage, crops
b. signatures of producer & person preparing plan
C. agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
d. ASCS reaps of fields to be used for effluent disposal
e. soil survey sheets showing all fields
f. check suitability of soils for crops planned
g. include attachment "B" on sampling procedure
h. waste plan is included but prepared by other qualified specialist - this plan is not
part of the engineer's review
1
1

' 8. Soil Investigation Sheet (SCS-ENG-538)
_✓ a. are sufficient borings made for size and condition of lagoon
b. borings 2.0' below designed bottom of lagoon
' C. location & elevation of borings in relation to grid survey
d. seasonal high watertable
' _1Z 9. Seeding specifications included (lagoon dike and other exposed areas around buildings)
10. Construction Specifications (sheet included)
' _✓ a. need for cut-off trench addressed
_Z b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
' C. protection of liner during initial filling and near flush pipes addressed
11. Grid Sheet (original or ledgable copy)
a. gridded area large enough to include embankment slopes and surface water
diversions
b. location & dimensions of lagoon & buildings shown (lagoon inside top
' measurements shown and lagoon corners identified by grid stations)
C. surface water removal (pipes, outlets, etc) shown
✓. d. soil borings location show
.✓ e. TBM location & elevation shown
f. existing utilities located (if applicable)
d� g. emergency spillway shown (if applicable)
/ 12. Typical cross-section included
a. dike elevation & top width shown
b. lagoon bottom elevation shown
' C. side slopes shown
✓ d. effluent outlet pipe invert elevation shown
e. effluent outlet pipe shown to discharge below water surface
' ✓ e. building pads - elevation & grade shown
f. cut-off trench shown - if required
g. liner shown - if required
' 13. Volume Computations —�
�. a. excavation
' b. dike fill
✓ C. pad fill
14. Summary Sheet
a. design requirements
_✓ b. excavation volume
t ✓ C. fill volumes
d. cut -fill ratio
15. Location of subsurface drainage (if present) Lis ft&Qn s rvc'z 76 wn
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16. Presence of utilities addressed
✓ 17. Observation of cultural resources statement included
18. Operation is outside of jurisdictional Iimits of municipalities
3

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HLADEN COUNTY
' EMERGENCY ACTION FLAN
DIVISION OF WATER QUALITY (DWQ) 910-486-1041
EMERGENCY 01ANAGEMENT SERVICES (EMS) 910-862-6760
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-862-6936
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) 910-862-6936
COOPERATIVE EXTENSION SERVICE (CES) 910-862-4591
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should
NOT wait until wastes reach surface waters or leave your property to
' consider that yoLt have a problem. You should make every effort to
ensure thzat this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following
are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
listed below:
A. Lagoon overflow —possible solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Rt.tmp wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon —hold waste in the
house if possible.
' d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
H. Runoff from waste application field —action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm 'to contain the
' waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the
runoff.
e. Evaluate the application rates for the fields where
runoff occurred.
' C. Leakage from the waste pipes and sprinklers —action include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation primp.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
' D. Leakage from flush system, houses, solids separators —actions
include:
' a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
' d. Stop all flows in the house, flush systems, or solid
separators.
e. Repair all leaks prior to restarting pumps.

1
E. Leakage from base or sidewali of lagoon. Often this is seepage
'
as opposed
to flowing leaks -possible action:
a.
Dig a small sump or ditch to catch all seepage, put in a
'
submersible pump, and pump back into lagoon.
b.
If holes are caused by burrowing animals, trap or remove
animals and fill holes and compact with a clay type soil.
c.
Have a professional evaluate the condition of the side
'
walls and the lagoon bottom as soon as possible.
2. Assess
the extent of the spill and note any obvious damages.
a.
Did the waste reach any surface waters?
b.
Approximately how much was released and for what
duration?
c.
Any damage noted, such as employee injury, fish kills, or
property damage?
d.
Did the spill leave the property?
'
e.
Does the spill have the potential to reach surface
waters?
'
f.
Could a future rain event cause the spill to reach
surface waters?
g.
Are potable water wells in danger (either on or off of
the property)?
'
h.
How much reached surface waters?
3. Contact
appropriate agencies.
'
a.
During normal business hours, call your DWQ (Division of
Water Quality) regional office, at 910-486-1541, after
hours, emergency number:919-733-3942. Your phone call
'
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR
DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND
'
CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER
TAKEN, AND THE SERIOUSNESS OF THE SITUATION.-
b.
If spill leaves property or enters surface waters, call
'
local (EMS) Emergency Management Services at
910-862-6760.
c.
Instruct EMS to contact local Health Department.
d.
Contact local Soil and Water Conservation District
(SWCD), Natural Resources Conservation Service
(NRCS) office.at 910-862-6936 and Cooperative Extension
Service (CES) at 910-862-4591 for advice/technical
'
assistance.
'
4. If none
and explain
of the above woks call 911 or the sheriffs Department
your problem•to them and ask that person to contact
the proper
agencies for you.
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5.
Contact the contractor of your choice to begin repair of the
problem to minimize off —site damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
G.
Contact the technical specialist who certified the lagoon (MRCS,
Consulting Engineer, etc.)
'
a. Name:
b. phone:-.Z46-_:110
'
7.
Implement procedures as advised by DWQ and technical assistance
agencies to rectify the damage, repair the system, and reassess
the waste management plan to keep problems with release of wastes
from happening again.
8.
If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1--910-592— ;771
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DESIGN SUMMARY
NAME: DAVID GOODEN
COUNTY: BLADEN
TYPE OPERATION: 2940 FEED -FINISH
TOTAL_ REQUIRED VOLUME
TOTAL DESIGN VOLUME AVAILABLE
ESTIMATED:
VOLUME: OF LAGOON EXCAVATION
VOLUME OF PAD EXCAVATION
TOTAL EXCAVATION
VOLUME OF PAD FILL
VOLUME OF DAM
TOTAL FILL
i
CUT -FILL RATIO
0_93 : 1
804699 CU FT
829440 CU FT
17587 CU YDS
331 CU YDS
17924 CU YDS
8805 CU YDS
10378 CU YDS
19183 CU YDS
APPROXIMATELY 3800 CUBIC YARDS OF MATERIAL IS NEEDED,
BASED ON 20% ABOVE THE FILL VOLUME TO COMPLETE THE JOB
SUBSURFACE DRAINS ARE PRESENT IN THE LAGOON AREA
ACCORDING TO THE PRODUCER. A TECHNICAL SPECIALIST MUST
BE PRESENT AND VERIFY THAT THE SUBSURFACE DRAINS
HAVE BEEN REMOVED.
TOP' OF DAM
ELEVATION
46.6
START PUMPING
ELEVATION
44.3
STOP PUMPING
ELEVATION
41.0
BOTTOM
ELEVATION
30.6
BEGIN PAD
ELEVATION
46.6
END P'AD
ELEVATION
47.0

' LAGOON DESIGN
1
erator:DAVID GOODEN County: BLADEN Date:
s the site evaluation been completed & approved: YES
' AVERAGE LIVE WEIGHT (ALW) _
0 sows (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) x 522 lbs.
' 2940 head (finishing only) x 135 lbs.
0 sows (farrow to wean) x 433 lbs.
0 head (wean to feeder) x 30 lbs. -
' Describe other — _
Total Average Live Weight
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
05/01/97
0 lbs
0 lbs
396900 lbs
0 lbs
0 lbs
0 lbs
396900 lbs
' Volume = 396900 cubic ft (includes 0 cu. ft. add. treat. vol.)
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 99960.0 cubic feet
1
TOTAL DESIGNED VOLUME
Inside top length (feet)-r___________________ 340.0
Inside t o p width ( feet) ---------------------- 240.0
'
Top of dike elevation (feet)------------------ 46.60
Bottom of lagoon elevation (feet) ------------ 30.60
Freeboard (feet) --------------------------------- 1.00
'
Emergency spillway depth of flow(feet)-------- 0.00
Side slopes (inside lagoon)------------------- 3.0 :
1
Total design volume using prismoidal formula
SS/ENDI SS/ENDS SS/SIDE1 SS/SIDES LENGTH WIDTH
DEPTH
3.0 3.0 3.0 3.0 334.0 234.0
15.00
AREA OF TOP,
LENGTH * WIDTH =
334.0 234.0 78156 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
244.0 144.0 35136 (AREA OF BOTTOM)
AREA OF MIDSECTION
'
LENGTH WIDTH * 4
289.0 169.0 218484 ( AREA OF MIDSECTION
* 4 )
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
* DEPTH/6
78156 218484 35136
2.50
Total Designed Volume Available =
829440 CU. FT.'

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5B.
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TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
340.0 240.0 0.0
81600.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL Df (31600.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 396900 lbs. ALW/135 lbs. ALW 1.37 gal/day 180 days
Volume = 725004 gals. or 96925.7 cubic feet
Volume of excess water
Volume = 2660.9 gallons/day
Volume = 64033.2 cubic feet
180 days storage/7.48 gallons
per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds'evaporation by largest amount.
180 days evaporation 13.5 inches
180 days rainfall = 21.1 inches
Volume = 21.1 in * DA / 12 in. per ft. = 143480 cubic feet runoff
Volume = 13.5 in * lagoon DA/12 in./ft = 91800 cubic feet evap.
Volume = 51680 cubic feet

1
�. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
' Volume = 95200 cubic feet
5E. Additional volume as follows:
1 TOTAL REQUIRED TEMPORARY STORAGE
rA.
5B.
96926
64033
Cubic
cubic
feet
feet
SG.
51680
cubic
feet
5D.
95200
cubic
feet
5E.
0
cubic
feet
TOTAL
307839
cubic
feet
61 SUMMARY
Te
mporary storage period==== ====—=====-===>
180
days
Rainfall during wettest period of storage===)
21.1
inches
Evaporation
13.5
inches
25 year 24 hour rainfall= =)
7.0
inches
-during -storage -period===_=---�--)
Heavy rain --. _-__ _.�___ _}
7.0
inches
Freeboard=__________________________________)
1.00
feet
'
Side slopes=================================)
3.0
: 1
Inside top length====_____________-_=______=}
340.0
feet
Inside top width=-===_ _=_--==__-----_-----_____)
240.0
feet
Emergency spillway elevat'ion(if,planned)====)
45.60
feet
Top of dike elevation============--------===>
46.60
feet
Bottom of lagoon elevation==================>
30.60
feet
Top of sludge e 1 evat i on== _=_- _______________>
Total required volume=======================)
33. 25
804699
f e et
cu. ;ft.
Actual design volume=============___========>
829440
cu. ft.
Seasonal high watertable elevation (SHWT)===>
41.00
feet
Stop pumping
41.00
feet
Must be ) or to the SHWT elev.- - -________==>
41.00
feet
Must be ) or = to min. req. treatment el. =>
36. 60
feet
Min. Required treatment volume==============)
396900
cu. ft.
'
Volume at stop pumping elevation============)
403303
cu. ft.
Start pumping elev.-----_--______---__-_---=)
44.30
feet
'
Must be at bottom of F.B. & 25 yr, rainfall
Act. vol. less 25 yr. and heavy rainfall====)
& heavy
734240
rain
cu. ft.
Volume at start pumping elevation- ==)
730691
cLt. ft.
Required volume to be pumped================)
212639
cu. ft.
Actual volume planned to be pumped==========)
225860
cu. ft.
'
Min. thickness of soil liner when required==)
2.2
feet
7 DESIGNED BY:J.A&,.,) �' APPROVED BY: .1e �
DATE: 519(97 DATE:
6141!77
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SCS-ENG-SM U. S. O&ARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME D64ID Gros-n DISTRICT 3caDFn
DATE 6L2619(o COUNTY_gkAbrn �—•
S. C. S. PHOTO SKEET NO. WORK UNIT 1 z A TR ETN'7b
WATERSHED AREA MEASUREMENTS
CROPLAND —ACRES PASTURE ACRES I V S4 M W &REA
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIOi;IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 11f- feet)
Locofr relere"ce polnl in c4mler fine o/ dam and ldenH/y/ opt skch
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BORINGSDRTADE SX ck 110C SIGNATURE k TITLE
/JL-/ C ,L--
' 19 -15 CL

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TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
GW- Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix-
GC -Clayey gravels; gravel -sand -clay mix
SW -Well graded sands; send-gr#yel mix
SP -Poorly graded sands
SM - Silty sand -
SC -Clayey-sands; sand -clay mixtures
NIL - Silts; silty; V. fine sands; sandy or clayey silt
CL-Clays of low. to medium plasticity .... _
CH -Inorganic clays of high plasticity
MH - Elastic silts--
OL-Organic silts and silty clays, low plasticity
Olt -Organic clays, medium to high pla,stijcity
; ' : USDA CLASSIFICATION.
g-gravel . .... .-
s - sand
vfs -very fine sand
sl-=sandy loam
fsi -fine sandy loam
. . 1- loam .
gi- gravelly loam.
si-siit -
sif - pilt loam '
cl-clay loam .
sicl-silty clay loam
scl -sandy clay loam
sic -silty clay
c-clay
1. Suitable material for embaaimzent is available Yee O No rindreute -hre Imarea on th• sketch on
rover" J"41
RFMARISS:
2. Explain hazards requiring special attention in design (Seepage, srnbw.-rout ett)
GENERAL REMARKS:
24
26
26
27
29
24
'30
1173i
33
33
34
35
38
37138.1
39
40
1410
42
-43
44
1145
1148
47
48
1491
50
51
i
r
-
HTI
I
L.-
h
LH

' U. S. Department of Agriculture NC-ENG-34
'.
Soil Conservation Service September 1980
' 1.Q6oeN
HAZARD CLASSIFICATION DATA SHEET FOR WXS
'Landowner n G_001 rr4 County aA DE,4
Community or GroupNo. Conservation Plan No.
Estimated Depth of Water to Top of Dam Ito Ft.. Length of Flood Pool 1 s Ft.
Date of Field Hazard Investigation 8/;Sf9�
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.
1 300 :2sa Z
1
V4MDLAWI� tilor3l � NIA
' 2 300
1 3 .
'Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach, 5ozwt) BReAcm of THe sryve-'r,fe wja4 JV0r CAV%Z
516NIF(CPA7 DAmAbe ,To ANY -rAiAQoVEMeNiS. LAC
ooN lS�toGATED APPRax. moo Fr To
ANG�F I�r17p .2 zc0n FC6 To $.2,p6oe o H :SR r 70 p
'Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) of
LAWd
Bay+ Classification (I, II, III, IV, V) -M
By J .&� C tw VjASis OAAWMEMENT P
' name) v (ti t e
IConcurred By _
name e
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 8 x8
1

SHEET, 1, OF 2
OPERATION AND MAINTENANCE PLAID
------------------------------
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This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste .from animals and (2) excess rainfall after evaporation. Also
included is storage for the C5 yr — 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of -animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor, to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Plumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit,, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre —charging 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 temporary storage pump —out of the lagoon when fluid level
reaches the elevation 44.30 as marked by permanent marker. Stop pump —
out when the fluid level reaches elevation 41.00 . This temporary
storage less 25 yr and heavy rain contains 225880 cubic feet or
1689579 gallons.
1

SHEET 2 ` OF' E
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4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or ".jlAg" holes develop.
S. Repair waste inlet pipes that develop cracks or separate at the
.joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not inciUded as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
Sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have.
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 11
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far .from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or, other material as approved by an engineer.

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SHEET i OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT -LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
------------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter;' and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious, materials from the required
excavations. Construction of;fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre—feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the.dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
' LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE E.E ft.
'NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE•MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
' IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over—
' excavated below finish grade to the specified depth as measured
perpendic�elar to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie — CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE FLANS FOR SPECIAL
' CONSIDERATIONS.
1

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
t content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
' during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. t Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless other -wise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
' The single most important factor affecting the overall compacted perme—
ability -of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab—
lished pattern helps assure uniformity in the whole placement and
compaction process. `For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
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The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(r•ocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
'
VEGETATION_
All exposed embankment and other bare constructed areas
shall be
seeded
to the planned type of vegetation as soon as possible
after construc—
tion according,to the seeding specifications. Topsoil
should be
placed
'
on areas of the dike and pad to be seeded. Temporary
shall be used if the recommended permanent vegetation
seeding or
is out of season
mulch
dates for seeding. permanent vegetation should be established
as
soon
as possible during the next period of approved seeding
dates.
'
REMOVAL OF EXISTING TILE DRAINS
--------------------------------
When
1

SHEET 3 OF 3
' and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the the shall be removed to a minimum of 15 feet beyond
' the downstream embankment toe as measured perpendicular to the
embankment. If a the line exists above the embankment it shall be
rerouted aroland the lagoon in an approved location. Packfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
' ^ The bottom ofall lagoons shall be approximately PP Y level. The side
slapes shall be uniform from top to bottom. Scarify the bottom and
' side 'slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
' During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
' as deemed necessary by the inspector and/or designer.
During construction of a clay liners a qualified, construction
' inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with MRCS South National Technical Center (SNTC) Technical Note
' 716 .(Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
' When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
' performed by a certified laboratory.
1

1
SEEDING -SPECIFICATIONS
'
AREA TO
BE SEEDED: 3.0 ACRES
USE THE
SEED
MIXTURE INDICATED AS FOLLOWS:
'
0.0
LBS.
FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
'
FEBRUARY i TO MARCH 30
0.0
LBS.
RYE GRAIN AT 30 LBS./ACRE (NURSER`{ FOR FESCUE)
'
0.0
LBS.
' PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
'
SEEDING DATES: MARCH 15 TO JUNE ]C
24.0
LBS.
HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0
LBS.
UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
'
SEEDING DATES: JANUARY 1 TO MARCH 30
1E0.0
LBS.
RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
'
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:.
3000.0 LBS. OF 10-10-10; FERTILIZER (1000 LBS. /ACRE)
' 6.0 TONS OF DOLOMITIC LIME (S TONS/ACRE)
' 300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS -SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A'MULCH
' ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
' BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
1

rr rr r �r it m m r r m r r r m r r r r m
O♦oo ! ro4a o ¢+oo a
E XrSTmG
sous e 5 -
0+.o a 45.9 9.�•-- 48.t`�7.4 1ll
Tam -So•D INSTALL 4-0 of IS"COPR06ATEF1 !
7'ovorr CtN�t+Jt �pcn57+Z AF �W,Q IP�n7Y-:5 /
' FEED '►�' 1 M �Ab -
i GYJ: �x,S7,t46 CairA►f . _
t �soS i E 3t;o 31.4 309r-
S 4d!6 0 38'f. { E
I'+co 4 42_i i25 3]'7 __ _ '346 33,z 3z 5 3L.5
0.1
z� od 45.E 45 42.E 4-1:3 38�7 3'9_0-� g 35.1 33:4 --
go
m ? IioY 30.(. a —
3tdo 4.8,4_ 4$.Z- 46.¢ 44.(a 58-1 42:4 4�.5 41.8 sib_ 37-4 31.Z-
43.3 i
6` 6' 3+oe\ 3Saor-
_ g8•� ¢8:l. 4?.I. 45A 4S:e 39-Q 3z.i 28.0
5+ o0 47.3 .3 47„7 47;1 $S,4 42,I. 37,3 ! -
i
Sc�35u+�Fp►cc �c��rry r��� zs
E5.;:-Nt ssv ' t_AGdgN kgcp,
Im Gkdr+6z, COr'k-mosc-mo" is RGe- c
;D4tCsrJG € C.arr�[�tY�t'sgN rel�rv�cl�L
DAVFD GODDE,4
2 94o Y C z:13 - F-W I S H
TQ PO - SuRgt W1 I-Ari00N
F7 auit>>r.JGS
8!ADF-r4 Co.
SCALE !" IdO'
VL I FTa 04
Art c SrN6C
FiQR nls� r1 C ,

1
'
if
,L 'I
F
AbD .7o FoR 46.4
SOI,O r�C-SC
'
7o
!4 3 '
,ram
Y
1
1
1
I
DAVID GOObFIN
2-9¢o FF-E.D-rltJISla
X-5�LC7oe,e4 oDAM
® it r" � 'to
-.BLADE-4- CO. . _

BLAIW4 Ca.
` TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width �2'
Confinement Bldg.
47.0 46.E
Settled Top Elevation
Pipe Invert Elevation
44.3
r,SS 3:1 SS 3:1
Pit I' Treatment
7 Lagoon
. rr
S " Pipe (Needs to be adequa ely ri Depth = 13.7
supported) rr
Bottom Elevation
46.6
SS 3:L
NOTE: FLEXIBLE PIPE SHALL BE ATTACHED TO OUTLET PIPES TO DISCHARGE WASTE BELOW LAGOON SURFACE.
RIP -RAP OR OTHER SUITABLE MATERIAL WILL BE PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY
LINER

1)4-.uD GaobE►f
BLADaN Co.
Freeboard (1.0 foot minimum) 1/
_ T�.fp
u
o Depth of 25-year, 24-hour storm event on lagoon surface r
0 Other vntfiow-lde-A"
L
a
h "Heavy Rainfall" Factor -- As a minimum must be equal to or greater than the
? �3� depth of 25-year, 24-hour storm on the lagoon surface
F)eplh o! normal precipitation less evaporation an the lagoon swfoca Maximum elevation
n j accumulated during the treatment period for pump pt�
ulrloximum operating level Volume a manure, wastewater. and excess water accumulated IAaximum drawdown
6 foot minimum
I
Note*
the minimum treatment volume for an
anaerobic waste treatment logoon Is
based on vololls solids.
Minimum treatment volume (MTV)
Volume of accumulated sludge for period
between sludge removol events (SV)
(FIGURE A - TYPICAL ANAEROBIC LAGOON CROSS SECTION
Pump OFF
4 foot minimum
3.3,zs L
I/
It an emargency spiliwoy Is used, the design depth
of fiow must be added to the Ireeboord.
Mtnz t�
[n
< � to
to 2
[n rn

1
U. S. DEPART14ENT Of AGRtCl1LTURE MC•ENG-iO
Soli Comervation Service Rev. 7/91
1
1
I
1
1
1
1
1
PLAN OF EXCAVATED WASTE STORAGE PIT
NAMEQ4,Vil Goobg_N --_- Date: 5/119-7
county: sp%MP5014
Address: E - 7-o w"
LE�ant 340�
ei of SLOPE rO I /
IL AVE. TOP ELEV. /A,
SEOTI OM Y w /o
6
UA
AVE. BOTTOM ELEV. �I
116111 �
(Sae beck for voltw calculations) -
Use of facility: AnjmA4 WASTe 4-Armkyr z-A6ov4
Capacity:
Soil Type
Bench Isar
3ue.D�nJ6.
Bottom
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
JMMM an He.AYy RAWFA�&-
Max. Flow Depth
Freeboard
Top of Dam
Elev. W.C.-
Elev. 44. 3 0
(+) Ft.
Elev. 44: 30
(+) .i05 Ft.
Elev. .65
.Y
Ft.
Elev...r._¢�, e
1

ON-Ver-1.44
1
US Department of Agriculture
Soil Conservation Service
1
I
1
CROSS-SECTION DATA
RUANTITY CALCULATIONS
prepared for
ID Pb V I r) (3C3C7ID E: P4
in
BLADEN County, North Carolina
Designer : GLENN CLIFTON
Checker
'
Date : 05/01/97
Job Number 917
Date
LAGOON EXCAVATION
DATA:
'TEMPLATE
Beginning Elevation = 30.6
Beginning Station = 329+•.9
329+.9 to 329+.9
C\3CL144/3
0.00000
ft/ft
t
329+.9 to 4+00
C\3CL144/3
0.00000
ft/ft
4+00 to 5+00
C\3CL144/3
0.00000
ft/ft
5+00 to 604+.9
C\3CL144/3
0.00000
ft/ft
StTION NUMBER 1
Centerline Station 329+.9
FRIGINAL DATA:
100.0 / 39.0 200.0 / 40.5 300.0 / 43.9 400.0 / 46.7
ITION NUMBER 2
Centerline Station 4+00
tRIGINAL DATA:
100.0 / 37.7 200.0 / 38.7 300.0 / 42.4 400.0 / 45:8
SL ON NUMBER 3
Centerline Station 5+00
LIGINAL DATA:
100.0 / 34.6 200.0 / 38.0 300.0 / 41.5 400.0 / 43.6
1
SECTION NUMBER 4
Centerline Station 604+.9
LRIGINAL DATA:
100.0 / 33.2 200.0 / 37.8 300.0 / 41.8 400.0 / 39.0
1
1

M-Vew-1.44 .
US Department
of
Agriculture
'
Soil Conservation
Service
PLANNED
QUANTITY CALCULATIONS
'
prepared for
I?A V I ID GC301:)EP4
t
in
'
DLADEN County, North Carolina
Designer
GLENN
CLIFTON
Checker
-----
--- - --
Date
: 05/01/97
Date
'
Job Number, 917
'
LAGOON EXCAVATION
I ** EXCAVATION*
I
FILL'**
of
Left Right
Off—CL
I CL Dist 1 Area
Vb IUme i
Area
Voli.{me
wild t h
SS SS
(ft)
I Sta (ft) I (SgFt)
(Cu.Yds) I
(SgFt)
(Cu.Yds)
4
30 3:1
175.0
I 1
1 329+. 9 1 2104.1
1
1
0.0
1 70 1
5066.0 1
0.0
144
3:1 3:1
179.0
1 4+00 1 1798.4.
1
0.0
1 100 1
11403.3 1.
0.0
�►4
3:1 3:1
185.0
1 5+00 1 1623.8
1
0.0
1 105 1
17587.1 1
0.0
4
3:1 3:1
190.O
1 604+.9 1 1559.5
1
0.0
1
.
1
1

I- _I _TT TI-T
�3+•00 �. �� ¢�fo�Q;._ �-1 ioi
'
. M
{
.. .l o
4}a 4`-,0
o
4'•O
Yam_-
ao 255 s4
o
45.5
z55 Zoo roo
7_e
ro
= 4LZ� SgP7-
4:7.0-
f03 `_ 48:�: q7.o
$7.11
.Ds s
`Y.—, 3y a
x, 5
Q7.o 300 .344
47.0
_ 4SS
4b.75
4� •9
ibrD Z+oo too
501
44.4 40,
- ao 340
4s, 4464
4.5
17 goo
D
6a � oe
Car = 51 5o rl,
z
oo
A00 l o o (oa 3 z.
Fir r_
5-7 St+1,FT
47.0
�7 �0
1
--tons
Ski
3z
.
;g.
14.° 75 TS '�,G�.a—'� 4.?.9 ;lo.z '4-04- 400
F+t L
SUP
cur =• S 'Q .�_� . :.
45,r- eLL4, ",G _4.5 42.z 3� mg,-q5.c
17 �O o aql 300 zap /oo &o !7
_,,,�
aoo
AUTO.,
q-(o G .0 _.4f;$..r
20 _ 4a o° xoo
3 B•5 / o o .., i z+BD Fr rr,_ � 1 Z 8;Z
.DAv,1 D, UoebLd
';,5-.eE[Y-FINISH
i
X +SEC.TI ON ON P A b
- aC�A� Cs►.1 • � o .

-- OtOa -. - �Tfioo�-i ' ., ' .Zi_oa�—._dj+-'bo i i
Sa.
' ILEE 4L.G - 4`.` 46.4
3 rlL1- - 9sC., ls4F7. j.
44.7
G?7
w�
i
{
j
S _
S
�AV i D GOo'D t-
K- SEC-0bP4 I O_ N ApD
r-

' U.S. DEPARTMENT OF AGRICULTURE NC—ENS-12
Natural Resources Conservation Service Rev. 6/82
' EARTHWORK COMPUTATION SHEET
NAME: DAVID GOODEN
TYPE EARTHWORK:
F+«-
_ Pad
STATION
END AREA
SUM OF
DISTANCE
DOUBLE
(Sq. Ft.)
END AREAS
(feet)
VOLUME
----------------------------------------------------
/15
100
5 77. 00
999.00
55.00
54945
200
1 133- 00
1710.00
100.00
171000
'
250
1231.00
2364.00
50.00
1188Qi0
880
1282.00
2513.00
30.00
75390
'
305
956.00
2238.00
25.00
55950
1
1
-----------------------
E60.00 475485
1. Double Volume of Fill 237742" 5 Cu. ' Ft. _
2. Volume of fill (line 1/27) - 8805.3 Cu. Yd.
' Computed by:
Date: 05/01 /97
Checked by:
1
1
1

' U.S. DEPARTMENT OF AGRICULTURE NC-ENS-12
Natural Resources Conservation Service
Rev. 6/82
'
EARTHWORK
COMPUTATION
SHEET
NAME% DAVID GOODEN
'
TYPE EARTHWORK;
CUT
Pad
STATION
END AREA
SUM OF
DISTANCE
DOUBLE
(Sq__Ft
(feet)
ME
��.___._-
-) -END-AREA---`_
-----_--------
45
82.00
100 0
85.00
167.00
55.00
9185
'
200
5.00
90.00
100.00
9000
-----------------------
155.0018185-
1. Double Volume of Fill
=
9092.5
Cu. Ft.
2. Volume of fill (line 1/27) -
336.8
Cu. Yd.
1
' Computed by;
Date: 05/01/97
Checked by;

Lei-Ver-L.44
US Department of Agriculture
'
Soil. Conservation Service
' CROSS-SECTION
DATA
QUANTITY
CALCULATIONS
prepared for
DA V
I t? G00L?EIV
'
in
' DLADEN
County, North .Carolina
Designer : GLENN CLIFTON
Checker
Date : 05/01/97
Date
Job Number 919
1
- - --
DAM FILL
'TEMPLATE DATA:
Beginning Elevation 46.6
Beginning Station = 0+00
0+00 to 9+81
D/3CL12\3
0.00000 ft/ft
ITION NUMBER 1
Centerline Station 0+00
'ORIGINAL DATA:
60.0 / 38.6 100.0 / 39.6
200.0 / 41.3
SLON NUMBER 2
Centerline Station 1+00
LRIGINAL
DATA:
70.0 / 35.9 100.0 / 37.7
200.0 / 38.7
SL ON NUMBER 3
Centerline Station 2+00
�RIGINAL
DATA:
70.0 / 34.4 100.0 / 34.6
200.0 / 38.0
1
SECTION NUMBER 4
Station 3+00
�Centerline
RIGINAL DATA:
50.0 / 32.0 70.0 / 32.6
100.0 / 33.2
200.0 / 37.8
1
SECTION NUMBER 5
' Centerline Station 3+46
ORIGINAL DATA:
1
-

I�M FILL (continued) 05/01/97
200.0 / 37.8 340.0
/ 32.5
1
SECTION NUMBER 6
Centerline Station
44-07
ORIGINAL DATA:
[y,ryry,� �7y
(700. 11 / 37, 8 700* 0
/ 35, 9
�7 �y ry
Ei00. 0 / 33. 4
t
SECTION NUMBER 7
' Centerline Station
5+07
ORIGINAL DATA:
' GOO, 0 / 41 . 8 700,0
/ 37,4
800, 0 / 32, E
SECTION NUMBER 8
' Centerline Station
5+98
ORIGINAL DATA:
' 300.0 / 39.6 400.0
/ 35.6
45.0.0 / 34.7
CTION NUMBER 9
Centerline Station
6+44
ORIGINAL DATA.-
300.0 / 41.8 400.0
/ 39.0
500.0 / 37.3
1
CTION NUMBER 10
Centerline Station 7+44
ORIGINAL DATA:
' 300.0 / 41.5 400.0 / 43.6
TION NUMBER 11
Centerline Station 8+44
fRIGINAL DATA:
300.0 / 42.4 400.0 / 45.8
E�TION NUMBER 12
Centerline Station 9+50
FRIGINAL DATA:
300.0 1 44.6 400.0 / 47.1
SFT ION NUMBER 13
Centerline Station 9+81
RIGINAL DATA:
page 2
1

�M FILL (continued) 05/01/97 page 3
200.0 / 47.3 300.0 / 45.9 400.0 / 44.1
1
1
1
1
1
1
1
1
1
t `
1

CH-fifer-L 44
US Department
of
Agriculture
'
Soil Conservation
Service
tPLANNED
QUANTITY
CALCULATIONS
prepared
for
DA V I ID caC30E)F=
1
in
'
RLADEN County,
North
Carolina
Designer
GL ENN
CLIFTON
Checker
Date
05/01/97
Date
'
Job
Number 919
'
DAM FILL
I
** EXCAVATION
* I
*
FILL
op
Idth
Left
Right
Off-CL
I CL
Dist I
Area
Volume I
Area
Volume
SS
SS
(ft)
I Sta
(ft) I
(SgFt)
(Cu.Yds) I
(SgFt)
(Cu'.Yds)
'12
3:1
3:1
113.0
1 0+00
I
1
0.0
1
214.8
I
100 1
0.0 1
1009.6
12
3:1
3--1
119.0
1 1 +00
1
0. 0
1
330.4
I
10fd 1
0.0 1
2536.7
112
3:1
3: 1
125.0
1 2+00
1
0.0
1
494.2
1
100 1
0.0 1
4496.4
12
3:1
3:1
130.0
1 3+00
1
0.0
1
564.0
1
46 1
0.0 1
5450.9
12
3:1
3:1
270.0
1. 3+46
1
0.0
1
556.5
1
61 1
0.0 1
6529.4
,12
3:1
3:1
640.0
1 4+07
1
0.0
1
398.2
1
100 1
0.0 1
7684. 8
12
3:1
3:1
640.0
1 5+07
1
0.0
1
225.7
1
91 1
0.0 1
8844.5
,12
3:1
3:1
385.0
1 5+98
1
0.0
1
462.4
1
46 1
0.0 1----
9448.7
3:1
321
383.0
1 6+44
1
0.0
1
246.9
112
1
100 1
0.0 1
10065.7
12
3:1
3:1
360.0
1 7+44
1
0.0
1
86.3
1
100 1
0. 0 '1
10291.2
12
3:1
3:1
360.0
1 8+44
1
0.0
1
35.4
1
106 1
0.0 1
10369.9
12
3:1
3:1
360.0
1 9+50
1
0.0
1
4.7
1
31 1
0.0 1
10377.5
12
3:1
3:1
288.0
1 9+81
1
0.0
1
8.6
1
1

I
PRODUCER: DAVID GOODEN
1
1
1
1
1
I
1
1
1
WASTE UTILZZATZON PLAN PAGE 1
August 30, 1996
LOCATION: DEWITT GOODEN RD.
ELIZABETHTOWN NC 28337
TELEPHONE: 910-645=4495
TYPE OPERATION: Feeder to Finish Swine
NUMBER OF ANIMALS: 2940 hogs design capacity
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infilitration
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 pre-
cautions, waste may be applied to land eroding at up to 1.0 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to -,revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments 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. I `%,
1

WASTE UTILIZATION PLAN PAGE 2
' AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft3, tons,- etc.)
-
2940 hogs x 1.9 tons waste/hogs/year 5586 tons
' AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2940 hogs x 2.3 lbs PAN/hogs/year = 6762 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a tamely manner.
' The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
1
1
1
1
1 .
1
1
1

1
I
I
WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
PAGE 3
MCT
FIELD
SOIL TYPE & -
CROP
S
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED--
APPLIC
TIME
0�-1—
275
WAB
mr--
S. 5"-
_U_-19`�,0—
MAR-OCT
-1 ALL
SG 1
16
—[45T-MAR
I
175
I I
10
2 WAB
BH 5.5
0
1275
19.5
12612.5
MAR-OCT
-2 ALL
5G 1
0
175
19.5
1712.5
OCT-MAR
GBA
FH 4.3
0
2
1215
1430
SEP-MAY
.LV iT V I ..I � ..aLA � L 11 � � � "� I �'�"� � V I • J I SE -MAY
10146 6 JGBA BH 6.5 1325 0 IS-.5 11787.5
MAR-OCT
J EOCT-MAR
O 2.
Indicates that this field is being overseeded (i.e. interplanted)
' or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be -over applied
while meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
' have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.
1
1
1

' WASTE UTILIZATION PLAN PAGE 4
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
' land. See required specification 2.)
1
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
END
' Indicates that this field is being overseeded i.e. inter
or winter annuals Follow summer annuals.lanted ( p )
* Acreage figures may exceed total acreage in fields due to
overseeding.
' ** lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
the following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE CROP
BH HYBRID BERMUDAGRASS-HAY
FH TALL FESCUE -HAY
SG SMALL GRAIN OVERSEEDED
UNITS
TONS
TONS
AC
IPER UNIT
50
50
75

WASTE UTILIZATION PLAN PAGE 5
1 TOTALS FROM TABLES 1 AND 2
' ACRES LBS AW N USED
TABLE 1 23.5 8162.5
' TABLE 2 0
TOTAL 25.5 9162.5
' AMOUNT OF N PRODUCED 6762
*** BALANCE -1400.
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
' Acres shown in each of the precedingtables are considered to be the
usable acres excluding reqired buffers, filter strips along ditches,
' odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
' land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent.
over application of nutrients or other elements. Your production
facility will produce approximately 1087.8 pounds of plant
t available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.
1
i See attached map showing the fields to be used for the utilization of
waste water.
' APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
' This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
' soil at the time of.irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
' 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 be within 1.7 feet of the top of the dike.

t-A(-E �A
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The following table is provided as a guide for- establishing
application rates and amounts.
Tract
Field
Soil
Crap
Applic
Applic
No.
No.
Type
Rate
Amount
(-in/hr)
(inches)
Q10 1 4L
I
w d a
PgAMU j 4r
• �0
9 L
Z .
_WaB _
$►_ _
co
.96
4- _
Gha
1_bly6
5
GbA
FE.s va Ay
ro r�rd
GbA
Flue
►s
1.30
This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. in many situations the application amount shown cannot be
applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.

1 ; WASTE UTILIZATION PLAN PAGE 6
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and .irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
' shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the
waste
analysis report
for assistance in determining the
amount of waste per
acre
and the proper
application rate prior to applying the waste.
'
NARRATIVE OF OPERATION:
'
T-* 4 (s9 6 i* 3 `% s'
A.c ru s
10-10%
S Z.
CV via
VLC' s.
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WASTE UTILIZATION PLAN
' REQUIRED SPECIFICATIONS
' 1. Animal waste shall not reach surface waters of the state by
runo�f, 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
t 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 Elie - 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.
9. Animal waste shall be ap_olied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
' would in::^_ibit growth. The potential for salt damage frcm animal
waste shcu_d also be considered.
' Page: 8

WASTE UTILIZATION PLAN RA:E 6
' REQUIRED SPECIFICATIONS
' 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 a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
' they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly inton 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.
17. A protect_ve 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 s_ructures should be inspected regularly for evidence
of erosion, leakage or discharge.
1
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' CVV7�_1 V
WASTE UTILIZATION PLAN PA-e9
REQUIRED SPECIFICATIONS.
' 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 preplant with no further applications of
animal waste during the crop season.
' 21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
' be required to mark the maximum storage volume 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 soils shall be
monitored and alternative crop sites shall be used when thes
metals 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 requlations.
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IPage: 10

Iw . 11 WASTE UTILIZATION PLAN PAGEIB
' NAME OF FARM: FINISHERS 113-16
OWNER / MANAGER AGREEMENT
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I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and/or storage system or construction -of new
facilities will require a new utilization plan and a new certification
to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no -discharge
occurs from the lagoon in a 25-year 1-day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: DAVID GOODEN
SIGNATURE: DATE : . 30 "fe
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: G. 669NN Ccr r-r d
AFFILIATION: ?x12--'TPGr. ' F=ARAts JA c .
ADDRESS (AGENCY) : P.O. Bak 436
Ctr,Vrow me 7.a3LS
SIGNATURE: DATE:

�+ North Carolina Agricultural Extension Service
1 Agri -Waste Management
' A 012giCal and Agricultural Enainee ina North Caroling Qjye_ tv
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
' OF LAND APPLICATION' RATES
James C. Barker
I. SAMPLE COLLECTION '
' A. Semi -Solid Lot Manure
i. Scraped directly from lot -into spreader
' a. From loaded spreader, collect about 2 lbs of
manure from different locations using nonmetallic
collectors.
From storage
' a. Collect about 2 lbs of manure from under the surface
crust avoiding bedding materials and using nonmetallic
collectors.
1 H. Liquid Manure Slurry
i. Under -slotted -floor pit
' a. Extend a 1/2" nonmetallic conduit open on both
ends into manure to pit floor.
' b. Seal upper end of conduit (e.g., by placing a
thumb over end of conduit) trapping manure that
has entered lower end, remove and empty slurry
1 into plastic bucket or nonmetallic container.
C. Take subsamples from 5 or more locations or at
1 least 1 quart.
d. Mix and add about 3/4 pint to nonmetallic sample
container.
1 ii. Exterior storage basin or tank
1 a. Make sure manure has been well mixed with a liquid
manure chopper -agitator pump or propeller agitator.
b. Take subsample from about 5 pit locations, from
agitator` -pump or from manure spreader and place in a
plastic bucket.
' *Professor and Extension specialist, Biological and Agricultural
Engineering Department, North Carolina State University, Raleigh, NC
1

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Attachment S.
-
Page 2 of- 3
c.
Mix and add 3/4 pint to a nonmetallic sample container...
c. Lagoon Liquid
i. Collect about 3/4 pint of recycled lagoon liquid from inflow
pipe
to flush tanks in a nonmetallic sample container.
ii. From'Lagoon
a.
Place a small bottle (1/2 pint or less) on end of
10-15" pole.
b.
Extend bottle 10-15' away from bank edge.
c.
Brush away floating scum or debris.
d.
Submerge bottle with 11 of liquid surface.
e.
Empty into a plastic bucket, repeat about 5 times
around lagoon, mix and add 3/4 pint to nonmetallic
sample container.
D. Broiler or
Turkey Litter
i. House Litter
a.
Visually'inspectlitter for areas of varying quality
e.g., areas around feeders and waterers, and estimate
percent of floor surface in each area.
b.-
Take about 5 litter subsamples at locations
proportionate to item a. E.g., if 20% of litter
of similar visual quality is around feeders and
waters, take I subsample there and the other 4
subsamples from remainder of floor surface.
C.
At each location, collect litter from a 61! by 6"
area down to earth -floor and place in a plastic bucket.
d.
After 5 subsamples.have been added to the bucket, mix
and add about 2-3 lbs litter to a nonmetallic sample
container such as a 1-gallon freezer bag and seal.
ii.. From
Stockpile
a. Take subsamples from about 5 locations at least 18"
into pile.
b. Mix- add 2-3 lbs to nonmetallic sample container and
seal.
'I. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed.
residues from container with clean water but do not use
disinfectants, soaps or treat -in any other way.
1

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Attachment B
Page 3 of 3
8. Pack sample in ice, refrigerate, freeze or transfer to -lab
quickly.
C. Hand -delivery is the most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such
as newspaper, box or package with wrapping paper and tape.
E. Commercial sample containers and mailers are also available.
Contacts:
i. A&L Eastern Agricultural Lab. Inc.
iu. Polyfoam Packers
7621 Whitepina Road
2320 S. Foster Ave.
Richmond. VA 23237
Wheeling, IL 60090
Ph: 1804) 743-9401
Ph: [phone]
U. Fisher Scientific Cc r Iv. NASCO
3316 Winton Road 901 Janesville Ave. _..
Raleigh, NC 27604 Ft Atkinson. WI 63638
F. -Private analytical labs are also available, but sample analysis
costly. G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P. 0. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Ray Campbell
ii. Forward $4.00 along with the sample.
iii. Include the following identification information with
sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock -usage (swine -nursery, finishing; turkey
breaders, brooderhouse, grower, number flocks grown
on litter; etc.)
c. Waste type (dairy -lot scraped manure, liquid slurry;
swine -pit slurry, lagoon liquid, sludge; broiler -
house litter, stockpile)
iv. Routine analysis performed on all samples: N, P, K, Ca,
Mg, Na, S, Fe,
Mn, Zn, Cu, B
.v. Additional analysis -performed upon request: DM, Mo, Cd,
Ni, Pb

' System Calibration
Information presented in manufacturer's charts are based on average operation
' conditions with relatively new equipment. Discharge rates and application 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.
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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 examp,e, 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 crystal I ization'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 on 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 provides'
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 out 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 Certification Training for Operations of Animal Waste Management Systems Manua!

`
United States
Department of
Natural
Resources
Agriculture
Conservation
Service
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WASTE MANAGEN, = FACIIM SITE EVALUATION
GENERAL INFORvIATION
NX&M 17avI !i001)Lrt LOCATION 34) M+iC� NTH or E--roWA
G) r`J _171 a/1'"r7 /rGl.r r vi, ON SR-i-'054Ewi7T
Cl 400PCN R D�
TELEPHONE �j /G - / .� - '/ Y S SIZE OPERATION
G �2
A
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER I70o FT.
DISTANCE FROM NEAREST PUBLIC FAca Iy (stool, efts mh. ,tQ) — _. 3 hoe - Fr.
IS SITE WITHIN 100-YEAR FLOOD PLAL`f?
If yes, NRCS cannot provide assistance.
LS Srr—E AT LEAST 100 Fr. FROM A"BLUE LINE" PE?EWNTAL STREAM?
If ro, site must be relocated.
IS SITE WITHIN I MILE ZONING JURISDICTION OF A MUNICIPALITY?
If yes, Iandowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval
ARE UTILITIES IN CONSTRUCTION AREA?
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
YES NO ✓
YES ✓ NO
YES NO ✓
YES NO ✓
NC-CPA-17
REV. 1, 2-96
WIIi. SITE INVOLVE CLEARING WOODLAND OR ANY PION -CROPLAND? YES _ NO ✓
If yes, producer must complete Form NIRLS-CPA-38 (Request for Certified
Wetland DeterminztlowDellnestion).
WILL ACTION RESULT INSWAMPBUS ING? YES NO
!r WZ7.ANDS ARE INVOLVED, IT IS THE RESPONSIBIII'TY OF THE PRODUCER TO CONTACT THE US ,AILMY CORP OF
ENGINE.EM AND THE Dr%FMON OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF PERMITS ARE REQUIRED.
IFAT ANDS ARE INVOLVED, THE PRODUCER S HOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
IS MADE.
MRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in .size, MRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre In size, MRCS will provide assistance only after a
rigorous sequencing process to Include avoidance, minimization of Impacts, and compensatory mitigation Is
carried out In that order of nreference.
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER:
• PREDOMINANT WIND DIRECTION? YES ✓ NO
• PRECHARGING LAGOON WITH FRESH WATER TO AT txdwT I12 YES ✓ NO
OF THE CAPACITY?
• USING GOOD SOUND JUDGMENT IN L.aND APPLICATION YES NO
OF WASTE?
r

NC-CPA-17
Rt• 1/. 1. 2-96
Page 2
OTHER ENVIROMMENTAL. FACTORS
IS ENDANGERED AND/'ORTIWATLNED SPECIES HABITAT PR SLNT?
YES _
NO ✓ _
LS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA 01
WII.L- PLANNED ACIiONS MfPACT ON AN ADJACENT NATURAL SCENIC AREA?
YES
NO
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE ?L.L'JNED AREA?
YES
NO .✓
ARE THERE PRIME. UNIQUE, STATE OR LOCALLY IMPORTANT FAR- tLaNDS IN THE
YES _
NO ✓
OPERATING UNIT?
WILL THE AC i ION RE-SULT IN SODBUSTING?
YES
YO ✓
If the answer to any of the above is yes, MRCS Will not provide technical
assistance unless agency policy is follower.£.
WASTE-MANAGE.'41F N T
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES ✓ NO _
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED M- EQUENTLY7
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND YES _ NO
ON WHICH TO APPLY WASTE?
(Attach Waste UdLizatioa Plan to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
YES _
NO — _
LAiINERREQUIPM?
YES
NO ✓
TYPE OF LINER TO BE USED:
CLAY
BENTON1TE _ SYNTHEITC , W
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
YES
NO
SITE?
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
YES _
`10
ACCESS TO CLAY?
IS A CORE TRENCH REQUIRED?
YES _
1140
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT?
YFM ✓
NO _
(9yes, tale must be removed or plugged)
SITE APPROVED YES ✓ NO � CONDITIONAL
COMMENTS $U0. FACf -00NoJS J,4 LAGOON AR.L-A.
THIS SITE INVESTIGATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. EFCONSTRUCTION
KAS NOT BEEN STARTED WITHIN TWELVE MONTHS. ANEW SITE INVESTIGATION WILL BE REQUIRED. �
SIGNATURE d9 Cp ' DATES 9
Changes in the local or state law or changes in the standard could require a new site investigation.

MRY--08-97 THU 02:05 PM
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:.,� .• �■. � r liiiii� r lii• � lii � � �. r � r r � r� �■
Swine Farm Waste Management Odor Control Cheeklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead + Swine production Vegetative or wooded buffers;
l� Recommended best management practices;
GK Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals Dry floors
Floor surfaces • Wet manure -covered floors Ir Slotted floors;
CY Waterers located over slotted floors;
O Feeders at high end of solid floors;
0 /Scrape manure buildup from floors;
W": Underfloor ventilation for drying
Manure collection pits • Urine; Or Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
D'Undertloor ventilation
Ventilation exhaust fans • Volatile gases; EK Fan maintenance;
Dust p�Efficient air movement
Indoor surfaces . Dust Washdown between groups of animals;
IT Feed additives;
I!r Feeder covers;
fY Feed delivery downspout extenders to feeder
covers
Flush tanks
Agitation of recycled lagoon
0 Flush tank covers;
liquid while tanks are filling
p Extend fill lines to near bottom of tanks with
anti4iphon vents
Flush alleys
• Agitation during wastewater
Underfloor flush with underfloor ventilation
conveyance !
Pit recharge points
• Agitation of recycled lagoon
Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti -siphon vents
Lift stations
• Agitation during sump tank
O Sump tank -covers -
filling and drawdown
Outside drain collection • Agitation during wastewater C3 Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3

M
Source
Cause
BWs to Minimize Odor Site Specific Practices
End of drainpipcs at
•
Agitation during wastewater
Extend discharge point of pipes underneath
lagoon
conveyance
lagoon liquid level
Lagoon surfaces
•
Volatile gas emissions;
C3' Proper lagoon liquid capacity;
•
Biological mixing;
Or Correct lagoon startup procedures;
•
Agitation
W Minimum surface area=to-volume ratio;
IT Minimum agitation when.pumping;
❑ Mechanical aeration;
O Proven biological additives
Irrigation sprinkler
•
High pressure agitation;
C3' Irrigate on dry days with little or no wind;
nozzles
•
Wind drift
Cr Minimum recommended operating pressure;
Or Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin
Partial microbial decomposition;
O Bottom or midlevel loading;
surface
.
Mixing while filling;
❑ Tank covers;
Agitation when emptying
❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface
0
Partial microbial decomposition;
0 Extend drainpipe outlets underneath liquid
•
Mixing while filling;.
level;
•
Agitation when emptying
❑ Remove settled solids regularly
Manure, slurry or sludge
•
Agitation when spreading;
Cl Soil injection of slurry/sludges;
spreader outlets
.
Volatile gas emissions
❑ Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure,
•
Volatile gas emissions while
❑ Soil injection of slurrylsludges
slurry or sludge on field'
drying
❑ Soil incorporation within 49 hrs.;
surfaces
❑ Spread in thin uniform layers for rapid drying;
CO Proven biological additives or oxidants
Dead animals
•
Carcass decomposition
Proper disposition of carcasses
Dead animal disposal
•
Carcass decomposition
❑ Complete covering of carcasses in burial pits;
pig
❑ Proper location/construction of disposal pits
Incinerators
Incomplete combustion -
❑ Secondary stack burners
AN , -November 11, 1996,
Page 4
�;

rW (♦
Source Cause BMPs to Minim imOdor Site Specific Practices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information:
Available From:
Swine Manure Management ; 0200 Rule/BMP Packet
NCSU. County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-89
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU - BAE
Calibratip of Manure and Wastewater Application Equipment; EBAE_Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
r-
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
• AccumuIation of
W Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
G/ Remove bridging of accumulated solids at
Lagoons and Pits • Crusted Solids W 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 30a/a of surface.
Excessive Vegetative • Decaying vegetation 131, Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage Wt
esign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Q/ Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewees grain and similar high
moisture grain products).
C3' {nspect for and remove or break up accumulated
solids in filter strips'around feed storage as
needed.
AM! November 11, 1996, Page 1

Source Cause RMPs to Control Insects. Site Specific Practices
AnimaI Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and i
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes 0 Remove spillage on a routine basis (e.g.,' 7 - 10
Systems day interval during summer, 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
0 Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC - November 11, 1996, Page 2

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 must be at least 300 feet from any flowing
stream or public body of water.
( Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
C] 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 must be.
attached)
December 18, 1996

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IRRIGATION
DESIGN
CERTIFICATION
FOR
DAVID GOODEN
July 3,1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of mx it+h fr `Wraod belief.
���,QQ� • ........ 0(;y!���
2;•�FES5/0 .�9 -
�Q �
,y1 --4) iceA Cr At Y i S
M. Floyd Ad
License No. 73
�._
' p'��p, ���.

F1
SPECIFICATIONS FOR THE LAND APPLICATION OF WASTEWATER
IRRIGATION SYSTEM FOR MR. DAVID GOODEN FARM. THE FARM IS A
FEED TO FINISH OPERATION, IN
BLADEN COUNTY
CONTRACTOR FOR: PRESTAGE FARMS, INC OF CLINTON, NC.
1
According to the data furnished by the owners David Gooden and Prestage Farms, Inc., this is an
' operation that contains four feeder to finish buildings with 2940 capacity and one primary lagoon.
The annual PAN (Plant Available Nitrogen) produced by this particular operation will be 6762
pounds.
Soil type on this farm in the area where wastewater will be applied is Wagram, in fields #1 & #2,
and Goldsboro in fields #4 & 6. The design precipitation rate, according to the NRCS Technical
' Guide on Soils in North Carolina, is .6" per hour on WaB with Bermudagrass-hay and .5" per hour
on Goldsboro with Fescue -hay.
The Nutrient Management Plan, developed by Prestage Farms, Inc., include a cropping system of
Bermudagrass-hay, Fescue -hay and Small grain in fields #1, #2 and #6 and Fescue in field # 4. The
total effective irrigated area as calculated by the Irrigation Plan designer is approximately 24.58 acres.
' The effective area of irrigation is considered approximately 70 percent of the throw diameter of the
chosen sprinkler.
The calculations made by Prestage Farms, Inc. show that 23.5 acres of pasture land will utilize 8055
pounds of PAN. Since only pan will be generated annually, the 24.58 acres of pasture that can be
effectively irrigated will be more than adequate.
' There should be adequate storage to allow time for application of the wastewater on the
Bermudagrass-hay from March through October, Fescue from September through May and Small
grain from October through March. After the system is in place and application becomes necessary,
' the manager needs to follow the waste management plan as it is written. The total amount of
wastewater that needs to be removed from the lagoon will be based on the yearly rainfall amounts.
Years where there is an unusually high rainfall amount, more water will need to be pumped and
sprayed on the pasture land, to keep the lagoon levels within requirement. It is a good idea for the
operators of this system to be familiar with average rainfalls for their particular regions. This can
help in the scheduling of their land applications. These can be obtained at local -extension offices or
' at NC State University. There are a number of places but these are two well known locations.
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LAND APPLICATION SYSTEM:
With our recommendation and the wants of the customer we have decided to use the ST30LP Ag Rain
Reel with a Nelson 100 end gun with a .895" ring nozzle for the traveling irrigation system. The
arc angle setting for the full circle pulls will be 300' and 180' for the part circle pulls. The wetted
diameter of the sprinkler is 280', the gpm is 143, the pressure at the sprinkler is 60 psi, The
effective diameter of the sprinkler throw is 200' for pulls 1A, 2, 3, 4, 5, 6, and 8, 100' for pull 1B
and 180' for pull 7. The solid set system will use Senninger 7025-1-1 "M sprinklers with a # 18
nozzle. There will be 9 sprinklers delivering 17.1 gpm at 55 psi with a wetted diameter of 140'. The
effective diameter is 100'.
PRECIPITATION RATE:
(calculations)
Precipitation Rate (PR) 96.3 x Q x 360
3.14 (.9 x r)z w
GPM
— 143gpm
r (Radius)
= 140'
w (Arc)
= 300'
FOR 180' ARC
' FOR Solid set system
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96.3 x 143 x 360
3.14 (.9 x 140)2 300
PR = .34iph
PR = S_ & h
PR = .1.1 iph
The travel lane spacing is 70 percent of the wetted diameter. Under different testing systems, 70 percent
has been proven to be the best figure to use for the most uniform coverage. The travel lane spacing for
this design is 280' x .70 = 196'. The risers will be set 180 feet apart to accommodate for the joints of
PVC pipe. The system should not be operated when wind conditions are lOmph or more. The best time
to run is when winds are less than 5mph.
The maximum precipitation rate of the irrigation equipment is not to exceed application rates stated earlier
in this plan, and to achieve this rate the traveler should be run at the following speed.
a

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TRAVELER SPEED:
(calculations)
Speed = 1.605 x Q
dxw
'
S
— Traveler Speed
1.605
= Constant
Q
= Gallons Per Minute
d
= Application depth
w
— Lane spacing
S 1.605 x 143
.5" x 200
= 2.30 ftNin
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A total of eight hydrants and 9 solid set sprinklers will be required on the farm. The longest travel
distance is 760' effective length and the shortest is 170' effective length. When the system is first started
at the beginning of the travel lane, the cart should be allowed to remain in a stationary spot for a period
of approximately 25 minutes to allow for complete coverage at the end of the travel lane. This time may
have to be adjusted in accordance with the days conditions. When the soil already has a higher moisture
content than normal, then the time should be decreased. At all times the operator should be present with
the machine during these time periods to prevent any run off or ponding of wastewater. - Table 5 gives
the times for each travel lane including 25 minutes prior to pulling.
A pump which has a capacity of 143 gpm and can maintain a pressure of 96.85 psi (223.73 feet of head)
will be needed. A diesel power unit with a centrifugal pump is our recommendation for this site. This
gives the customer all of the specifications he needs with the reliability, ease of use, and mobility. The
pump that we recommend is the Berkeley B2EQHH. The engine that will be used in this application is
a John Deere 4020D, which has been used in similar applications and has proven to operate within all
of the operators expectations.
There is a f 12 feet of elevation on the property, approximately 2% slope.
Approximately 2290' of bell and gasketed 6" class 200 IPS PVC pipe, 530' of 4" and 740' of 3" class
200 PVC will be needed for the underground system supply line. The hydrants will be constructed out
of sch 80 fittings and class 200 pipe, this is to withstand any high water hammer. The top of the
hydrants will be equipped with 4" ceramic butterfly valves, between two flanges and a 4" aluminum male
circle lock adapter on top of the hydrant. Each end riser will be equipped with 2" sweep and 2"air relief
valve to allow any air in the line to escape without causing any damage to the line.
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The pump shall be attached to the underground mainline with a 15' flex assembly, consisting of 15' of
4" lay flat flex hose and two 4" circle lock fittings. The end that hooks to the pump will have a male
end, so that it can attach to the 4" female on the pumping unit. The end going into the ground will have
a female end to attach to the male side of a 4" aluminum 90 deg elbow which is locked onto the top of
the hydrant which is made like the field end riser, including male circle lock top, butterfly valve, 2"
sweep, sch 80 pressure fittings, 2" air relief, 2" adjustable pressure relief, and a 0-200 isolated pressure
gauge. A similar gauge will be at the traveler so the operator will be able to read the pressure at the
pump as well as at the reel.
The pipe will be installed with a minimum of 36"
from being struck by any agricultural equipmei
recommendations should be observed. Concrete
valves, and end risers in the system. See table 4
block designs,
of cover over the pipe. This will prevent the pipeline
it. When trenching the PVC pipe all manufacturers
thrust blocks should be poured at all tees, ells, gate
for thrust block sizes and see attached specs for thrust
At the pump there will be a Berkeley 3" x 4" discharge priming valve. This swing type valve will allow
the operator to shutdown the system without the water draining back through the pump. The back
pressure of the water in the line will operate the valve. There will be a diaphragm valve on the suction
side of the pump to fill the pump and suction line when the operator starts up the system. At startup the
underground line should not be filled any faster than 40 gpm. There is a 4" butterfly valve on the entry
at the ground which will allow the operator to remove the pump from the site after shutdown and the
valve will prevent the water in the line from draining out.
t�1
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TOTAL DYNAMIC HEAD:
(calculations)
NOTE: To account fo rhte Total Dynamic Head the friction loss in the mainline as well
as the traveler hose must be accounted for (see the below calculations)
1 asz
FI = [.2083(
c 1�0)1.asz( �4 8G56 } ` 0L0 )].433
D 1
FI — Friction Loss
Q = Gallons Per Minute
D = Pipe Size
L = Length of Line
c = Pipe Coefficient
Mainline Calculations
100 1.85z 1431.1112 2290
FI = [.2083(150 } ( 64.8565 }( 100 }].433
(3.611.433
1.56 psi loss
Traveler Hose Calculations:
100 1852 1431.85z 1000
FI = [.2083(150) (3 )( 100 )].433
4 8565
[45. 861. 433
19.86 psi loss
TOTAL DYNAMIC HEAD FOR THE COMPLETE SYSTEM:
60psi (spk pressure) + 19.86(traveler hose loss) = 79.86 (traveler pressure)
79.86 x 2.31 =
184.48'
Mainline Loss =
10.36'
Elevation Within Field =
12.00'
Suction Lift =
8.00'
Fitting Loss =
5.00'
5 % Factor —
10.65'
TDH =
223.73' or 96.85psi
At Pump PSI =
215.73' or 93.39psi

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APPLICATION OF WASTEWATER
The run time to apply .5" of wastewater is given in Table 5. The length of the travel lane will
determine the length of time required. Another application of wastewater should not be applied until
the last amount of wastewater has been used up through Evaptranspiration, (ET). If no rainfall
occurs, that will normally range from three to five days. This may vary depending on the climate.
The total amount of wastewater to be applied to the pastures should not exceed the nutrient (plant
available nitrogen -PAN) requirements of the crop based on soil type. Each application of wastewater
should be limited to a maximum rate per hour and no more than .5" per irrigation cycle. It is our
recommendation that this is the maximum amount per cycle for Bermudagrass-grazed, and small
grain -grazed. During times of excessive rainfall the amount that needs to be applied may be
dramatically increased, due to added water in the lagoon.
Accurate records should be maintained on the operating time for each traveler. The pressure at the
pump, at the traveler, and at the gun should also be recorded to maintain accurate application rates.
Forms for recording data can be found in the North Carolina Certification Training for Operators of
Animal Waste Systems Manual, that each applicant received when they took part in the certification
training.
Pumping should occur as much as possible during the daylight hours. Running at night should be
avoided, when possible. Again it is very important not to run the systems when winds are more than
10 mph. At the beginning of each operation the pressures need to be checked against the parameters
as laid out in this design. If by some chance they do not match up, shutdown the system and make
the proper adjustments. The specifications must be followed exactly to prevent potential runoff and
ponding. Pumping should never occur during rainy periods or when the ground is saturated. The
operator will be held responsible for choosing the proper times to irrigate. Refer to the attached spec
sheet on when to irrigate. The operator should be on site when the system is running.
It is also highly recommended to conduct annual calibrations of your equipment. With the data
recorded at each operation and information provided in this design the operator can take a few easy
steps to ensure that the system is operating as it was originally designed.
PIPE INSTALLATION:
All of the pipe will be bell and gasket Class 200, IPS, PVC plastic pipe and. the fittings will be
gasketed as like the ones manufactured by Harco. The hydrants will be made ont of sch 80 slip
fittings, with class 200 PVC Pipe. Again as stated earlier, the pipe will have a minimum of 36" of
cover to prevent the pipeline from any damage. Concrete Thrust blocks will be poured at ells, tees,
and end hydrants (See attached material for specifications and design.) The thrust blocks are poured
in place to prevent the line from separating at any of the joints. It is very important that the thrust
blocks be poured in undistrubed earth this will prevent the ' pressure on the line from moving the
thrust block itself. After the line has been laid it should be covered up and compacted to prevent any
runoff of cover dirt and soft spots above the line.
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MAINTENANCE:
There should be no land application of wastewater during freezing temperatures, The pump, the
' above ground portion of the discharge pipe and the suction line should be drained during freezing
temperatures, to avoid ruptures. The risers should be drained to approximately one foot below the
surface during freezing temperatures. Any liquid in the underground pipe should be protected from
freezing. Check all valves, pressure relieves, gauges, and hydrant tops at least two to three times a
year to make sure they are operating properly. Make sure none of these are leaking or have any
malfunctioning parts. The pump should be well maintained and greased properly, (refer to the
operators manual for basic pump maintenance.) The engine must be serviced regularly with oil,
' coolant, and lubrication (refer to the engine operators manual for instructions). The traveler also
needs regular maintenance. Inspection of the traveler and all of it's moving parts needs to be made
before each startup. (Refer to the traveler operators manual for proper maintenance.) It is a good
' idea to wash the traveler and pump down periodically to reduce corrosion. When the pump is
removed from the system, make sure the butterfly valve on the system is closed to prevent anything
from getting into the pipeline. At every startup check for leaks and make sure the line holds a
constant pressure. If a leak is found, shut the system down and do not operate again until it can be
repaired. When any of the equipment is not in use, try to store it out of the direct sunlight, especially
the traveling gun, because the sun can cause damage to the poly pipe over a long period of time.
1
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1

TABLE 1 - Field Specifications (1)
Field
Number (2)
Approximately
Maximum
Useable Size
of Field (3)
(acres)
Soil Type
Slope
(`)
Crop(s)
Maximum
Application
Rate (4)
(in/hr)
Maximum
Application
per Irrigation
Cycle (4)
(inches)
Comments
Tract 10146
1
7.96
WaB
0-3
Bermuda -Hay
.6
.96
2
13.03
WaB
0-3
Bermuda -Hay
.6
.96
4
3.19
GbA
0-2
Bermuda -Hay
.5
1.30
6
6.94
GbA
0-2
Bermuda -Hay
.5
1.30
(1) ab1�e to -be in its entirety by Field Office personnel and forwarded to the irrigation system designer.
(2) See attached map provided by the Field Office for field [ocation(s).
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I & G. Annual application must not exceed the agronomic rates for the soil and crop used.

TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment. ST30 AG -REEL RAIN, NELSON SR 100 BIG GUN, JOHN DEERE 45HP, BERKLEY B2EQHH
Field No. (1)
and
Hydrant No (3)
Travel
Speed
(ft/min)
Application
Rate
(inthr)
TRAVEL LANE
Effective Effective
Width (ft) Length (it)
Wetted
Diameter
(feet)
EQUIPMENT SETTINGS
Nozzle Operatoring Operatoring
Diameter Pressure Pressure Arc
(inches) @ Gun (psi) @ Reel (psi) Pattern (3)
Wetted
Acres
ZONE IA
2.30
.34
200
710
280
.895
60
79.86
300
3.26
ZONE 1B
4.59
.56
100
170
140
.895
60
79.86
180
.39
ZONE 2
2.30
.34
200
680
280
.895
60
79.86
300
3.12
ZONE 3
2.30
.34
200
700
280
.895
60
79.86
300
3.21
ZONE 4
2.30
34
200
760
280
.895
60
79.86
300'
3.49
ZONE 5
2.30
.34
200
640
280
.895
60
79.86
300
2.94
ZONE 6
2.30
.34
200
400
280
.895
60
79.86
300
1.84
ZONE 7
2.94
.56
180
580
220
.895
60
79.86
180
2.40
ZONE 8
2.30
.34
200
600
290
.895
60
79.86
300
2.75
TOTAL 23.4
attached map provided y e Field for field- location(s). -
(2) Show separate entries for each hydrant location in each field.
(3) Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degree of arc in degrees.

M M M M M M M M r M M M M M M M M M M
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment: SENNINGRER 7025 RD, #18 NOZZLE
Field No. (1)
and
Line No. (2)
Number of
Hydrants
Wetted
Diameter
(feet)
hydrant Spacing (ft)
Along Between
Pipeline Pipelines
Application
Rate
(in/hr)
OPERATING PARAMETERS
Nozzle Operatoring Operatoring
Diameter Pressure @ Time @
(inches) Gun (psi) Hydrant (psi)
Wetted
Acres
4
9
140
80
80
.13
.18
57
3.85
1.18
(i) me attacnea trap.
(2) Show separate entries for each pipeline with hydrants in each field.

' TABLE 4- TRAVELING GUN SETTINGS
TRAVELING GUN SETTING
Solid -Set Irrigation
FLOW RATE OF SPRINKLER (gpm)
143
17.1 per sprinkler
OPERATING PSI AT PUMP
93.39
72.22
DESIGN PRECIPITATION RATE
0.34 & .56
.13
HOSE LENGTH
1000
NIA
SPEED COMPENSATION
MECHANICAL
NIA
PUMP TYPE
ENGINE
ENGINE
HORSE POWER REQ'D
13.47
11.32
1
CONCRETE THRUST BLOCKS:
(calculations)
'
Assumptions: 1) Thrust
blocking design pressure
is assumed to be 150 psi.
2) Soil bearing
capacity is assumed to be 1500 pounds per square
foot.
'
3) Refer to the attached Thrust
Blocking sheet for multiplier.
" For 6 PVC Pipe
'
90 deg elbow
45 deg elbow
49.2 x
26.7 x
150
150
= 7380/1500 —
— 4005/1500 =
4.92 sq ft
2.67 sq ft
Tee/Dead end
34.8 x
150
— 5220/1500 =
3.48 sq ft
Ground Entry
63.98x
150
— 9594/1500 —
6.40 sq ft
1
For 4" PVC Pipe
'
90 deg elbow
23 x
150
3450/1500
2.3 sq ft
45 deg elbow
12.4 x
150
1860/1500 _
1.2 sq ft
Tee/Dead end
16.2 x
150
- 2430/1500 —
1.6 sq.ft
'
Ground Entry
28.8 x
150
— 4320/1500 —
2.9 sq ft
For 3" PVC Pipe
'
90 deg elbow
13.9 x
150
2085/1500 — —
1.39 sq ft
45 deg elbow
7.51 x
150
= 1126.50/1500
.75 sq ft
Tee/Dead end
9.80 x
150
1470/1500 —
.98 sq ft
'
Ground Entry
18.07x
150
_ 2710.50/1500 =
1.81. sq ft
1
1

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1
1
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1
1
1
1
1
1
1
1
1
BRAKE HORSEPOWER
(Calculations)
BHP = Q x TDH
3960 x EFF
_ 118 x 267.49
3960 x .55
= 14.49 BHP

1
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1
1
1
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TABLE 5 - Thrust Block Specifications (1)
Designer may provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.)
2" Line
3" Line
4" Line
6" Line
90' Bend
.65
1.39
2.30
4.92
Dead End
.46
.98
1.60
3.48
Tee
.46
.98.
1.60
3.48
45' Bend
.35
.75
1.20
2:67
Ground Entry
.86
1.81
2.90 j
. 6.40
(1) See USDA-NRCS Field Otfice Technical Guide, Section IV, Practice Code 430--DD.
(2) It is recommended that ground entry blocking be approximately 25 %Q to 33 % more than
that required for 90' ells.
1

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1
1
TRAVEL TIME PER PULL:
(calculations)
710'Pull =(710 +25)/60
2.30
5.56 hr
TABLE 5 - TIME PERIOD TO APPLY WATER PER LANE:
LANE
LANE LENGTH
HRS
la
710
5.56
lb
170
1.03
2
680
5.34
3
700
5.49
4
760
5.92
5
640
5.05
6
400
3.32
7
580
4.21
8
600
4.76

VELOCITY IN PVC PIPE:
The manufacturers of PVC pipe recommend that the velocity of the water traveling through the pipe remain less than or
' equal to 5 ft/sec. In this design the velocity is 3.01 ft/sec. This is a safe velocity to operate the system.
VELOCITY:
(calculations)
'
V _ Q x .408
--
Dz
Q = GPM
' V - Velocity
D Diameter Of Pipe
' V = 118x.408
42
1
V = 3.01 Ft/sec
*NOTE: The design is based on information obtained from the Owner, Mainor Tile & Irrigation and Prestage Farms,
Inc. -
1
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IRRIGATION DESIGN
DAVID GOODEN
SCALE: V = 300'
LEGEND
X SPRINKLER LOCATION
O PUMP LOCATION
06" PVC MAIN
y " 4" PVC MAIN
3" 3" PVC LATERAL LINE
0 HYDRANT LOCATION
• THRUST BLOCKING LOCATION
NOTES:
1) THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, DEAD
ENDS AND OTHER SPECIAL kiI I7NGS WHICH REQUIRE RESTRAINING,,
2) MAINLINE PIPE AND LATERAL SHALL BE 6' PVC PR 200 (SDR 21) AND 4-
TIIRU 3' PVC PR 200 (SDR 21) AND SHALL BE BURIED To HAVE AT LEAST 3
14EET OF COVER.
• es / ••%lL r
�' •�
s EAL
$ 12273 a ;
. zs : 4
�O ;D AQp,t`6
1 �l •
Prepared by: M. Floyd Adams, P.E.
Date: July 3, 1997

ECH 2eO L
PlOwElkTI 4,-020D S.I. P E C I F I C 'A T I -O.N S'.
Fo r fridustriai. Power Unit- Applications
s
4
.
ISO9000
PowErt

DIMENSIONS FOR INDUSTRIAL. POWER UNIT APPLICATIONS:
24.2 in, 32.2 in.
_. (615 rrm) n 0919 «rn) -- r
Wch (I. L Vh
1
1
1
DATA
GENERAL DATA
odd...................................................................:..............................................4020D
ttmbuoFC'ders........................................................................................................4
rc and Sun-its.{mm)................................................................3.31 tc 3.54 (84 x 90)
Displacement-0 (L)..................................................................................121.7 (1.994)
mfpomprcssionRatio ............... ..................... ................................................................... 18:1
alves per Cylinder—IntakelExhaust.......................................................... ................... 1/1
ttrrOrder...........................................................1-3-4-2
C.2ustion System..................................D.ire.ct I.
J.Ca on
EngineType .......................... ............................... ..................................... In -line, 4-Cycle
)n....................................................... ...,,........:..........Natural
nb , Crankcase Vent System ........ ...........................Open
la.u'an Crankcase Pressure —in. H20(kPa)........................................................2 (0.5)
NYSICAL DATA (include Enpne. Fl) hal Ilowint. Fhti heel, and E6<tria)
(mn..............................................................................................32.2(819)
ktin.(.............................................................................................24.2
(615)
in. (mm)..................................................................................
..31.0 787
Weight (powerunit)—lb. ff......................................................................502
(228)
�(Lelodes flywheel & electrical
nrer oFGraviry Location
From Re= Face oFBlock (a-a.Us)—in.(ntm)...............................................7.32
(186)
Right oFCrankshah (Y-uis)—in.(mm)......................................................0.18
(4.6)
Above Crankshaft (Z-uis)—in. (mm)...........................................................3.62
azirriumAllowable Static Bending Moment at
(92)
Rear Face of Flywheel Housing wl 5 C Load—Ib•fi(Nm) ............................159
(216)
rust Bearing Continuous Load Limit (Forward)—lb.(N).............................639
(2842)
EL SYSTEM
eilnim on Pump ............................... __ ..........................................................Yanmar
vcmorRegularion............................................ ................................................. 8% max.
ovnnorType..................................................................................................Mechanical
Fuel Consumption—Iblhr(kglhr).......................................................................16.7 (7.6)
urn Allowable Fuel Pump Suction Clan Svstem—in. psi (kPa)...............1.13 (7.8)
UR
lter Micron Sire @ 98% Et)icieno..._ .................................................................10
LUBRICATION SYSTEM
Oil Pressure at Rated Speed—ps; (kPj).............................................................59.7 (412)
11 Pressure it Low Idle —psi (kPA-............... ................................................ 28,4 {lib)
In Pan Oil Temperamre—'F('C).......................................................................240 015)
Oil Pan Gpaciry, High—qr.(L)..... I'll ................................................. :............... .6.0 (5.8)
OilPan Capacity, Low—qr. (I.)............................................................................3.6 0.5)
Total Engine Oil Capacity with Filters qt.(L)............................................. :...... 6.7 (6.4)
Engine Angular Limits (Continuous) Any direction—degrees.........................................25
AIR SYSTEM
Maximum Allowable Temp. Rise Ambient Air to
Etsgvinlet—'F('C)....... .................................... ................... ..,...................... 18 (10)
Maximum Air Intake Restriction
Dirty Air Cleaner —in. H20(kPa).................................................................25 (6.25)
En ine.•lir Flow—{rslmin (m lmin)..................................................13 ................... (3)
Clean Air Cleaner—tn. H20(kPa)......................................
Recommended Intake Pipe Diameter -in. (mm)..................... ..................... :......1.97 (50)
EXHAUST SYSTEM
Exhau a Flow—h4rnin (m3imin).........................................................................307
(8.7)
Exhaust Tempearac—'F ('C).........................................................................1
112 (600)
Maximum Allowable Back Pressure —in. H20(kPa).........................................51.3
(12.3)
Recommended Exhaust Pipe Diameter—in.(mm)...............................................2.36
(60)
COOLING SYSTEM
Engine Hat Rejection— BT U/min(k\V).........................................................1298
(22.8)
Coolant Flow--gal/min (Umin)..........................................................................18.2
(70)
Thcrmoaa(Sran to Open—'F M)......................................................................160171)
Thermostat Fully open—'F('C)..........................................................................185
(85)
Maximum Ware( Pump Inlet Restriction —in. H20(kPa)......................................40
001
Engine Coolant Capacity--qt.(L)................... ...........:..........................................
4.9 (4.7)
Recommended Pressure Gp—psi(kPa)...............................................................12.8
(88)
Maximum Top Tank Temp—°FVQ.................................................................221
(105)
Recommended Air to Boil—'F('C).............................. ___ .....................
:............ 117 07)
ELECTRICAL SYSTEM
Recommended Battery Capaciry (CCA)
12 Volt System—amp-.......................................................................................G00
Maximum Allowable Starting Circuit Resistance
'12 Volt System—Ohm......................................................................................0.0012
Starter Rolling Current-12 Volt System
car32' F (0' C)—amp...........................................................................................350
boas and design subject to change without notice.
_ DEERE
DEERE POWER SYSTEMS 34HN DE>_RE
3801 W. Ridgeway Ave. INTERCONTINENTAL, GmbH
11f jjr` P.O. Box 5100 400 19th Street
Waterloo, IA 50704-5100 Moline, Illinois 61265-1388
IWD04 Litho in U.S.A. (96.03)
Phone [phone] Phone [phone]
FAX [phone] FAX [phone]

6 ui . sn. 13ailddB, 647p .1ni
T.
rJ4
L.
IMMICT
I la

1
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1
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06/17/96 RON 13:51 FAX [phone]
(D2)
j_-_------
3aLPji0a0' ATER-REEL PERFORMANCE
-------------------------- --------------------------».-
--------'
a
I
NELSON
; SPRINKLER
; SYSTM ;
IRRIGATED
;
1
SR100
; PERFORMANCE
INLET ;
AREA
;------
& HOZ;
; PSI
; GP,4 ;
DIA
; PSI ;
WIDTH
X LNGTH ;
40
--------------------------------------------------
.712'
' 50
' 74 '
225
' 67
158
X
1079 ;
-------
1.0
Ring
; 60
; 81 ;
240
; 79 ;
168
X
1084 ;
1.0
or .6"
; 70
; 88 1-250
; 90 ;
175
X
1088 ;
1.1
Taper
; 80
; 94 ;
260
; 101 ;
182
X
1091
1.1
-------------------------------
.758"
; 50
; 87 ;
235
----------------------------
; 70 ;
165
X
1082 ;
1.1
Ring
; 60
; 96 ;
250
; 82 ;
175
X
€088 ;
1.2
or ,65"
; 70
; 103 ;
263
; 93.;
184_
X
1092 ;
1.2
Taper
'--___-_--------------------------------------------I------
; 80
; 110 ;
273
; 105 ;
191
X
1096 ;
1.2
.812`
; 60
; 110 ;
260
; 85 ;
182'
X
1091 ;
1.3
or X
; 70
; 120 ;
275
; 98 ;
193
X
1096 ;
1.3
Taper
; 80
; 128 ;
285
; 110 ;.
200
X
1100 ;
1.4
----------------------------------------------------------
.857'.
; 60
;.126 ;
270
; 89
.189
X
1095 ;
1.4.
or .75"
70
; 136 ;
283,;
102 ;
198
X
1099 ;
1.4
Taper
; 80
; 146 ;
295
; 116 ;
207
X
1103 ;
1.5
-----------------------------------------------------------
-,
.895°
-
60
; 143 ;
290
-�---_-,
-- 196
X
1098 �
1.5-
or S
; 70
; mr-
295
; 109 ;
207
X
1103 ;
1.6
Taper
-------------------------__-------------------------------
; 80
; 165 ;
305
; 122 ;
214
X
1107 ;
1.6
.927°
; 60
1 164 ;
288
; 102 ;
202
X
1101 ;
1.7
ar .85"
70
;__177_;
302
117 ;
211
X
1106
'1.8
Taper
-----------------------
; 80
; 189 ;
314
-----------------------------
; 131 ;
220
X
1110 ;
1.8
1.0"
; 50
; 204 ;
300
; 108 ;
214
X
1105 ;.
-------
2.0
Taper
; 60
224 ;
316
; 127 ;
221
X
1111 ;
2.1
I
70
,-----
; 243 ;
---------=-----------=-------------
338
; ., 146 ;
=
237,1
X
,1118 ;
2.2
I
I
HOURS
-
FOR 1000
FEET OF
TRAVEL:;
25.0
Im001
HCHES DEPTH OF APPLICATION ;320* '
--------------------------------------,DCRE'
RAVEL SPEED - FEET PER HOUR ;PRE-
-------------- I75 ; 100 ; 15a ; zaa ;
---300 ', RATE
--------------------------------------
0.8 0.5 i 0,4 0.3 0.2 il 0.1 10.24
0.8 ; 0.5 ; 0.4 ; 0.3 ; 0.2 ; 0.1 10.23
0.8 ; 0.6 ; 0.4 ; 0.3 ; 0,2 0.1 10.23
0.9; 0.6.0.4 0.3 0.2; 0.1;0.23
--- --------------------------------_---�
- I I
0.9 ; 0.6 ; 0.4 ; 0.3 0.2 ; 0.1 :0.26
0.9 ; 0.6 ; 0.5 ; 0.3 ; 0.2 ; 0.2 110.26
0.9 ; 0.6 ; 0.5 ; 0.3 ; 0.2 ; 0.2 ;0.25
1.0 ; 0.6 ; 0.5 ; 0.3 ; 0.2 ; 0.2 ;0.25
-----------------------'----- j-_---
• -----r
1.0 ; O J 0.5 ; 0.3 ; 0.3 ; 0.2 10.27
1.1 ; 0.7 ; 0.5 = 0.4 ; 0.3 ; 0.2 ;0.27
1.1 ; 0.7 ; 0.5 ; 0.4 ; 0.3 ; 0.2 ;0.26
--------------------------------------
1.1 ; 0.7 ; 0.6 ; 0.4 ; 0.3 0.2 ;0.29
1.2 ; 0.8 ; 0.6 ; 0.4 ; 0.3 0.2 ;0.28
1.2 ;. 0.8 ; 0.6 ; 0.4 ; 0.3 ; 0.2 ;0.26
1.2 ;--OrB -,-Orb-�-- 0.4 ; 0 3 ; 0 7'0.31r
1.3 ; 0.8 ; 0.6 ; 0.4 ; 0.3 ; 0.2 10.30
1.3 ; 0,9 ; 0.7 ; 0.4 ; 0.3 ; 0.2 ;0.30
--_---------------------------------------
1.4 ; 0.9 ; 0.7 ; 0.5 ; 0.3 ; 0.2 ;0.33
1.4 ; 0.9 ; 0.7 ; 0.5 0.4 ; 0.2 :0.33
1.4 ; 1.0 ; 0.7 ; 0.5 ; 0.4 ; 0.2 10.32
-__-__-------------_---____---____-__''__
1.6 ; 1.1 ; 0.8 ; 0.5 ; 0.4 ; 0.3 ;0.38
1.7 ; 1.1 ; 0.9 ; 0.6 ; 0.4: ; 0.3 :�-38
1.7 ; 1.2 ; 0.9 0.6 ; 0.4 ; 0.3 :0.36
20.0 ; 13.3 110.0 ; 6.7 ; 5.0 ; 3.3
Notes: System inlet pressure will be approx 10 PSI lower for engine driven -machines.
Turbine drives will have higher pressure lasses a� the higher speeds.
The precipitation rate is in inches per hour and is base an a sprinkler are of 320 degrees.
300 feet per hour may be possible with the engine drive ersion only.

Standard Features
Radial Inflow Turbine - The heart
the drive system. This extremely
efficient turbine motor delivers quiet,
Imooth, continuous power.
• Automatic Shutdown for the
,turbine motor.
• Heavy Duty Chassis and frame.
Retraction Speed Indicator.
Pressure Gauge.
• Infinitely Adjustable Speed
'Ranges.
Speed Compensator.
• Miswrap Safety Stop.
'PTO Rewind and Drive Shaft.
Gun Cart with adjustable wheel
width.
Hose Guide to insure proper
packing of hose.
iGuniBall Bearing Turntable.
Nelson Slow Reverse Gun.
Cart Lift.
rStabilizer Legs - Heavy Duty.
Crank down.
• Supply Hose 4 in x 30 ft. with 4
in. male ring lock coupler on inlel
' end.
Made In U S A
,Ask about additional
Water-ReelsO for
' smaller areas.
Performance Information
Model
System':.
System
Sprinkler
. Width
Length
Acres w/ 1
Flaw Rate
Inlet
Pressure
Irrigated'
Irrigated
inch in
(G.P.M.),
(P.S.I.)
(P.S.I.)
(Ft.)
(FL)
5 days
T40A
280',1
• 1OW
,. 70 ..
240
1370
72
300: r'
107�
70
.250
1375 '
77 %
with
+ 350 t'
,.116
:'°; 70,
., 260` ,
} 1380
90
'
SR2pOR
400
126.f
'70t '',
270,
,`. 1385 H
:.
16"
Sprinkler
,`450
138
•'i
7 70
280,
_.
,,7;1390
115
,•',;,
�.;�480r
F ,145,
* zE.70
0 290s
w1395
123 -
T37A.
99:
A
:':70`
-220'
IJ`,,1160
,�-�56 'ra
250' $u
E 104•
70
230
4i1165
64` ' ;Y3
with300
i �13l,
, v}70
:} 245'
;f' 1173
a' �77;yNelsonc a;
SR150R "'350�
,
G> �k 70
,�
;i, �'250s
'
��1175.
E
90l !s
`"
Sprinkler;
k^`-+'
t*1400►
�137z�;+=:70`
�;
S -
';70:'>.
?, 255'r s
•f i>ti' ,J4
260'tr',
<11781
102"
i_ S. ri f
t107:,.;
r`€; >..x420
"art
rL142;.ay
:,:, :1180-'
r,g
•:t x'. . r
3.33A�
21" �+,Ti
o
r .� 1!l �f1(
l
=+,'180ci
t <.�w
25
i� } i
ly�b,'l i7 f
y r8>3
Ia�4?' - r
ryk fi0
s. ,, n< ��
`t.
r i ,
-Yft�
n 210
,� ,
Y a215
1
ir. bF 1 :
F ar
,� 90 4
10
� r,•1•r
`4 Fi
r ,gas ¢ T�
,Rss )R
300
25
70: L S
, 24,5 #
, 920rE
1
'' 1.
350
14"
# . ;
„R250 z
r 925 �ir,.,0
a
T3
Ii21508aNeisart
�t2Q0>
n,13
y ,60
220
1 70
225093sialsoR
�230
W' JVl rat
Sprinkier r
240,
S'oN
260
1f47
70
ei
1095��€6.,1'
16
70
235
'Width is based on 70%p of the wetted diameter
E�WEr�rA �� �' Specificationsrn A,�;fyll�ii °r*s'y9a' ti i
s Model # A OWN, 4 7A T93A T30A .
€t'. fNo atAxTes rk arr+l,i:.,(aY{N> 2 t-t71 �iti1 ..
P�zTube I O:ti(In4.OE� 1� xr{�3.7r�. :3' y ..-; �30 !•;sti
PETiibe;L'en th g ��ji r ,1250;� `�s?•1100' 800 1000 ;sT
s r�ry,Weighr (Ibs y>jtk+jr+f�, ? i 9100ffr :7500 t ? i300j r �f -i 4300r,
Weight With Wetor (lbs:� s rt 3 ¢}11fi380r-, , , 12620f° ' r7050, r . 7270t`r:'`)
r r twos #1 t ,a:, 1 r} E
4 Speed Rango ((t /hr ) Y `e3y� fit. 50-300j iT�"� 4a-300F s40 200 '' 40 200sf{.
°4y111xi5i '(;r1251x15 s11tY15 F,� 11L� W,� "
1tShi in ,Dim :, ft in 3 � f�+�l,e.tx4y� r
PP t3�( s� F YJ } a4la+lit5� 1;J ,tRrt, tf 3� a"P r+ rT a'T „
Length r + � , 3 tiro 4' 18 Oa 1 k 15 93.f it 3t 13=5i a tip, 13 5
I�t $ %fa , tx lij r r 'sJ f r
Width .�...... I 'a +ids 9-10 Yf K3,93t a IFt 75 i 75
lielghl `� '`, 41'10 J i� rfi' 10.0' `.
' Note. i'40A/T37A'wlb wheels = 8'-3" wider:,' V ' '1 i
Polyethelene Tube -, Only PE tube designed and
constructed for the constant coiling and dragging is
considered for use on Ag-Rain Water -Reels. The tubing is
backed by a 5-year pro -rated warranty.
PE Tube Repair - A simple "screw -in" mender is available for
repairing the PE tube should it become damaged for any
reason.
MAINOR TILE & IRR;GA1ION CO.
PO Box 489 • 1357 NORWOOD 5T.
wtiLL;,CE, NC 28456 PHONE I-(910)-295.5581
707 S. Schrader Ave., P.O. Box 290, Havana, IL 62644 FAX '2S5-51,86
Phone [phone] FAX [phone]
' %causa to cdnnnu V groducl imprevamenn, WWo i of machines in Nils ieallat may noi be arnncai to [ rwl prlxi cnon. The perfxmance inlormadon in Oil IsaOsl is based on tees conwuclsd unwer a particular Ml pl wno,nons ncn,al
i iald pertmrnance may very, Irom No data dwendmq on variable eireumstatross oI Ilme, place, •ea:ne, human luU pmanr and ache, lacims. Speptications am) p,ieas are subleel to change adlh0ut lathe.
GK9e10WR.0

w
�� a,' �. •7'f,3 iSV l•.• 4tH4'}:. 1 '.,�''{'A•: .`,N s� ♦ r .��.'r'm� _.
_V i tR'a
"The .7,0 Series full -•circle impacts distril ute'watef
" sr_' -
over a large diameter on higher volum:e•siystems.
• Outwear and cost less than brass sprinklers .
• Built in repairability for easy in the field
maintenance
• Lower bearing pipe thread: 1" NPT
• Flow rates: 8 to 45 gpm
7025 R D-1-111 M
• 250 angle for excellent
distance of throw
• Single nozzle design
minimizes clogging
Nozzle Pressure (psi)
7025RD•1-1" M
35
40
45
50
55
60
65
70
75
80
#14 Nozzle (7/32")
Flow (gpm)
8.34
8,91
9.45
9.97
10,5
10.9
11.4
11,13
Spkr. Base Press. (psi)
35.8�
40.9
45.9
51.0
56.0
61.0
6.6.1
71.2
_
Diam. at IS Ht.
106
110
115
120
124
129
132
135
Diam. at 6' Ht.
114
120
125
130
135
138
142
145
016 Nozzle (1l4")
Flow (gpm)
10.8
11.6
12.3
13.0
13.6
14.2
14.8
15.3
15.9
16.4
Spkr, Base Press. (psl)
36.0
41.2
46.2
51.4
_56.4
61.5
66.6
71.8
76.8
81.9
Diam. at 1.5' Ht,
114
118
123
128
133
137
141
144
147
150
Diam. at 6' Ht.
122
130
135
140
145
148
150
153
156
159
#18 Nozzle (9132")
Flow (gpm)
13.6
14.6
15.5
163
1 n7l..17.8
18.6
19.3
20.0
20.6
S kr. Base Press. si
36.4
41.6
46.8
51.9
62.2.
67.3
72.4
77.5
82.6
Diam, at 1.5' Ht.
122
126
131
135
Cj4
145 0 148
151
155
158
Diam, at 6' Ht.
129
136
141
145
150
153 ' "Ll56
159
162
164
#20 Nozzle (5116")•
Flow (gpm)
16.8
17.9
19.0
20.0
21.0
22.0 22.9
23.7
24.5
25.3
Spkr. Base Press. (psi)
37.0
42.2
47.4
52.5
57.7
62.8 - 68.2
73.3
78.5
83.7
Diam. at 1 5' HI.
126
131
137
141
146:
150 154
157
161
163
Diam. alb' Ht.
132
139
145
149
154. "
158• ' '. 161
164
167
170
#22 Nozzle (11132") ; '
," r
Flow (gpm)
20.2
21.6
22.9
24,1
25.3' s
26.4.. "-• 27.5
28.5
29.6
30.5
Spkr. Base Press. (Psi);,
37.6
43.0
48.2
53.4
58:7 ,' `
64,0 : 69.2
74.4
79.6
85.0
Diam. at ISM.
129
13A
139
� 145
i'` 150`'
155`' iti 158
162
166
168
Diam. at 6' Ht,
135
142 .
147
k 152
15t3{
162 1r f 166
�'
169
173
175
#24 Nozito (3!0) , 1' °
et�
Flow (gpm) , tad 23 t3
: 25 4'- :
26 9 Lri 28 4r 29 6
31 �t 32.4 ,..
33.6
34.8 a
35.9
Diam. at 1".5' Ht.
Diam. at 6'.Ht.
14
0.5 75.6 80.8 x, 86.6
63 ;'ti:',166 170''{'',172
70 w c 173 177
i models may show SliQhtra.ae
Teri
Page - 12 Solid -Set Catalog

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B ER K E LEY PU M PS
TYPE "B" RATING CURVES
BERKr=LEV,,'
ENGINE DRIVE
30
25
20,
CURVE 4117
DATE 1-27-89
PAGE 0.51
SUPERSEDES
LEuLNe 4117 Page 0.5-1
I Dated 9- I -B8
C—: U"-w C.I. P-0- L-1026 m-- L-1026 VARIOUS R-FAL
m.*.w C.I. P-moi.. M-1802 mom. H-1802 v� 9" full
WWA. rr
jU
11m
0 50 100 150 1 200 250 300
1 L CAPACITY IN U.S, GALLONS PER MINUTE
r-acln T- I r-jzc;7r L- I 7-An A-iR-An mnnn P97r.)KA
30
20
r
0
'03L

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Figure 2. Anchorage blocks for in -line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrust in 15s. for test pressure in Dsi
Pipe Diameter
inches
100 PSI
150 PSI
200 PSI
250 PSI
142
295
440
590
740
2
455
680
910
1140
2%-z
660
990
1320
1650
3
985
1480
1970
2460
4
1320
2720
3630
4540
6
3740
5600
7460
9350
8
6490
9740
13,000
1.6,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800
14
20,600
30,800
41,100
51,400
16
26,600
39,800
53,100
66,400
IM

r� i Cj l {� '
sample of di rferen t Array gemen ts for thrust blocks.

THRUSTBLOCKS,
Thrust blocking prevents main line from moving when the pressure load is applied. in ef-
fect,. the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust r
blocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
.:aps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
'a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
'The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
' STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
1
'
Pipe Line
Dead End
or Tee
90°
Elbow
45°
Elbow
22'/z °
Elbow
1 1/2"
2.94
4.16
2.25
1.15
2
4.56
6.45
3.50
1.78
21/2 "
6.65
9.40
5.10
2.60
3 ' `
9.80
13.9
7.51
3.82
31/2 "
12.8
18.1
9.81
4.99
'
4
16.2
23.0
12.4
6:31
5
24.7
35.0
18.9
9.63
6
34.8
49.2 --
26.7
13.6
8
59.0
83.5
45.2
23.0
'
10
91.5
130.0
70.0
35.8
12
129.0
182.0
98.5
50.3
1
tTEP 2. Determine the bearing strength of the soil from the, table below:
' Soils and Safe l3earing Loads Lbs. Sq. Ft
Sound Shale 10,000,
' Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
' Medium Clay - Can be spaded 2,000
Soft Clay 1,000.
Muck 0
STEP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed:-\
1
lertain Teed and Installation
Code 40-22-16H
11175
2-75

vV/ Vif P! WUJ{ LY.1P rAJ1 P1Q Jil POiJP uul,-pLL1J LU1{ �..��
MANUFACTURER'S CERTIFICATION
CASKET — JOINT
PR200, PR160, PR125 and PR1 C0 PVC PIPE
' MotstocortifythetthopmductshereinreferredtoandmanulactwedbyNORTHAMER1CANPIPEOORPORA77ON
meet at exceed the requrruments of the pertinent standards and regrriating agarrcies as indiaatod:
MATERIALS— PVC materials used in PR200, PRi60. PR125. and PR100 pipe, manufactured by
' NORTH AMERICAN PIPE CORPORATION, comply with ASTM Standard D-1784 and are approved by National
Sanitation Foundation for potable water use. Pipe is made from a virgin PVO compound with a cell classification of
12454E the established hydrostatic -design -basis (HOB) rating is 4,000 qsi at 73.41r. (23"Q. The Standard
' Thermoplastic Pipe Material designation Code is PVC 1120-
PI PE — Physical dimensions and tolerances of PR200, PR160, PR125 and PR100 pipe, manufactured by
' NORTH AMERICAN PIPE OORPORATION, are within the requirements of ASTM Standard 0-2241, Product
Standard PS-22-70 and the National Sanitation Foundation Standard 14. Belled -end PR240. PRIM, PR1 F5, and
P8100 pipe made forgasket Joints by NORTH AMERICAN PIPE CORPORATION, meets the above specifications
including ASTM D-3138, Whito is the standard color with blue optional.
' CASKETS AND LUBRICANTS- Gaskets and Lubricants are compatible with the plastic
material in NORTH AMERICAN PIPE CORPORATION pipe and In combination with them will not adversely affect
the potable qualities of the water. F_ach gasket is factory lnatafled In betl-ond pipcL Gaakets and joints meet -all
requirements for performance as apoc ifled in ASTM D-31 S9 and F-477. All NORTH AMER IGAN PI PE CORPORA-
TION gaekets are factory Installed and have a steel reinforcing ring. (Locked -in)
' FITTINGS- Gasketedfittings,suppliedbyNORTHAMERICANPIPECORPORATION,meetthorequire-
menis of ASTM Standards, o-3139. Said fittings are approved by the National Sanitation Foundation for potable
crater and have working pressures of 200 PSI at 73.40F unless otherwise rioted.
' MARKIN' G — PR200, PR160, PR125, and PS104 pipe, are marked as prescribed In ASTM Standard
0•2241 i.e. nominal pipe size, type of piasrtic pipe material, pipe dimension ratio, pressure rating, ASTWI specitication
' designation number. manufacturers name and code, and the NationnI Sanitation Foundation seal for potable water.
1 N PLANT TESTING -Per ASTM b-2241:
1. Pipe shall be homogeneous throughout and Tree from viable cracks, hole.% foreign incl usiona, and oth er defects.
2. Wall Thickness, O"de Diameter, and Ovality - Once per hour. Method ASTM D•2122,
3.. QUICK BURST - Every eight hours Method: ASTM D-1599.
4, FLATTENING.- Every eight hours Method: ASTM D-22+41 6.5.
5. IMPACT- Every eight houm Method: -ASTM D•2443.
6. EXTRUS40N QUALITY- Every eight hours, Method: ASTM D-2152.
T. SUSTAINED PRESSURE -Twice per year, Method" ASTM D-1598.
1

Uj)j U41 0 9 MVLI LULL rAA, U'Lo ULI LOUi1
IIA1-pll\:�Lw�
1
d
1
1
1�
I
IPS CLASSES -- PVC GASKET PIPE
ASTM D-2241
(Quantity figured on 20 ft. lengths
PR 100 (SOR 41)
Out1i(d©
I weight
Pieces
Bundles
T=hft q
Sine
Dfartleter
wall
Per Pool
FAM40
TruOdoad
Pieces_ F4vta
2111"
2.875
.070
.402
188
12
232
44,644
3"
3.500
.485
.600
125
12
1
313,0W
4"
4.500
.109
1.000
70
12
912
18 240
W.
6-6r J
Z5
12426
392
7.840
.161
2.175
14
4014
e"
8.625
.210
3.651
24
4024
2t2
4,640
10
2018
20
4020
15
9015
10''
70.750
.282
&M
12
12
144
250
12"
12.7%
.310
8.134
a
6"
98
1AN
4
204
6
606
9
2�J
PR 128 (SOR
32,5
Outride
waigm
f 4aaee
Elumdres
Truc"Footam
Sias
Uimoter
wall
Per FiW
9untlfe
TtiucWoed
Prebes
2"2.375
.073
.349
258
12
108DWI
2.875
08&
5f}6
186
12
Z 2V
.
.108
.757
125
12
1,5w
30.000
4"
4 50Q
.138
1 M
76
12
912
18,240
6"
6.625
28
12023
892
Y,540
.203
2.720
14
4gP14
265
4.514
24
4024
242
4,M
18
2o18
?0
4Q20
_
15
24)15
10"
10.750
.330
7.225
12
12
144
2.8w
12"
12,750
2
10.182
a
edbB
98
1,960
4
204
5
506
PR 160 iSOR
26
Oul de
welght.
pis ma
Bundles
TruckWd
Size
Diarrmor
Wall
POW Foot
Bundle
T'TUMOW
pfeord Fa
1K'.,
1.9m
274
203
24
4.M
97.440
2.375
7.
J191
.428
259
12
3,1A8
62.180
2+h"
2_875
,110
.927
186
12
2.232
44.&W
3"
3.6w
J85
.938
125
12
1,GU0
50.000
4"
4.600
.173
1.549
75 .
12
912
18.240
6"
6-025
.266
3.271
28
12029
392
7,BIQ
14
4014
! 1i"
8.625
.382
5.731
24
424
242
4,04t1
18
2014G
20
4020
15
2015
10"
10,750
.413
8.940
12
12
144
2.880
12"
1P.750
,490
12AV.
9
ee8
98
1,080
4
204
6
6rD9
5
20.3
Aa96 4 7ne AWw ftbilss also ap* to Qaas 315 dot *w We9 77vchnes4av and WOVhu Per +bal.

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LARGE DIAMETER IRON -PIPE STANDARD Q. D. PVC PIPE
* NAPCO Is expanding Its line of IPS CXD. PVC pipes A Backed by NAPCO experience in Iarga diameter
to 14", 1 B", & IS". - PVC supply linek force mains, Irrigation systems_
* NAPOO PVC Pressure Pipes with pressure rating of @ The deep bells of tho NAPCO pipe joint with locked-
200 PSI (SDR 21),160 PSI (SDR 26),126 PSI (SDR in gmskeft provides unmatched performance, proven
32.5) and 100 PSI (SDR 41 y in years of Iarge diameter pipe service
* N.S. F. listed compound and pipe for potable water
applications. I PS CLASSES — PVC GASKET PIPE
PE
ASTM D-2241
(Quantity figured on 20 ft lengths)
I.P.S. O.D. PVC PIPE
SDR 21
Size
outside
Diameter
Wall
Weight
Per Fact
Feet Per
Bundla
Feet Per
Truckload
14"
14.000
.667
18.770
1213'
1144i1'
15"
16.000
762
24.836
12.0'1 80% 60', & 40'
1,200'
18"
18.000
.857
31,424
1201, 80', 80', & 4-0'
1,000'
SOR 26
Sizes
Outside
Diameter
Wail
Weight
Per Foot
Feet Per
Bundle
Feet Per
Truckload
14"
14,000
.538
15.315
120,
1,440'
16"
16.000
.615
20.248
t 20', W , 60', & 40'
1 P coo,
18"
18.000
.893
25.631
120', 8t?'r 6of, & 40'
1,0DO,
SDR 32.5
Size
Outsido
Diameter
well
Weight
Per Foot
Fect Per
Bundle
Feet Per
Truckload
1410
14,000
431
12.344
120'
1,440'
1611
y"
16,000
.492
16.335
120'. 80', 60', 8 40'
1.000,
18"
18.000
.554
20.692
120% 80', GO', R 4.01
1,tIQ0'
SDR 41 .
Size
Outside
Diarnaier
Wail
Weight
Per Foot
Foot Per
Bundle
Feet Per
Truckload AM
14"
14.000
.341
9.657
120,
1,440'
lost
16.000
390
13.038
120', 800, Erb', & 40'
1,t300'
1 t3"
18.OflE7
.439
16.510
120', so,, W., a ;0'
1,000'
page

' System Calibration
' Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application 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 on 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.
1 .
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 out 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.
1
`Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1
h

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MAPS

UINIIr-v bIAILb 2)AJIC Go�Dea
ro w DEPARTMENT OF THE INTERIOR gLavEsl ce .
GEOLOGICAL SURVEY
WNlTE LAXE (l?R U. S. 117 Ml. 35 MI. TO IN7EASTATE 95 ,
7e'q7, 30„ 7190°of SUTTONSCDANER 5ML DU8L1N9IN
340 37' 3U'47
3
p
r
35'
1
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/ •J• • .�� � � `
�� t
..:
••� ' . �-.�-,__..,. ��,
'?,� •
-. ' Eli a6/et t i(`
`� `-�I !
;�•, � .� I/
r,��/ ••`
:``.\• Substa r
.;
U\
?�
�•u
Tayb
•�.
Iy
-,
,� : /
• [nigh Sch
; �,.:�r %���,
., ���
rbSs=-
Brow --'
�•" r:
aM tf
32
IS
2 •� ; .�•I'
�L/�"� ^�1�i �1( Y_� '
,I' 715 /' ��
cbm
(l� ��� '1 j t
W 12 pW
.:
� i Fisher
ca
Field "Ix"
`'
,2
5
'.
831
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