090020_CORRESPONDENCE_20171231

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
-
Facility Number: �Q County: 6wen
Facility Name.
Certified Operator Name: 1 r like 31144c) _ _ _ _ __ 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 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon NamelIdentifier (0): 1 3
Spillway (Yes or No): i1U ( D
Level (inches): (D
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures. Five
and P ans of Action)are attached. Hydraulic and agronomic balances are within
acceptable ranges. pr 5kve - J'""
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 36 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
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
Jai ke Shaw
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone: q ly- d - y3y
Date:�--2-�4- 9
PoA Cover Page 2/21/00

I
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 2.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 17.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 151200 fe
e. line c/12 x line d x 7.48 gallons/W 1602216 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 190356 ft3
h. current herd # 5760 certified herd #1 5760
actual waste produced = current herd # x line g = 190356 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 5/28/20�
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)
®W
88200 ft3
347266 gallons
2.88 Ibs/1000 gal.
5614.6 lbs. PAN
PoA (30 Day) 2/21100

'J
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/ldentifier (ID): 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 4.0 inches
b_ designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 15.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 171100 ft2
e. line c/12 x line d x 7.48 gallons/ft3 1599785 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design I 180 days
g. volume of waste produced according to structural design 1 210994 ft3
h. current herd # 6400 certified herd #1 6400
actual waste produced = current herd # x line g = 210994 ft3
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 5/28/2018
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)
0 ft3
99808 ft3
387466 gallons
2.30 1 Ibs/1000 gal.
4570.7 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 Namelidentifier (ID): 13
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 6.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 13.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 91000 ft2
e. line c/12 x line d x 7.48 gallons/ft3 737403 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1$0 days
g. volume of waste produced according to structural design 105497.3 ft3
h. current herd # 3200 certified herd # 3200
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 dayslline f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 5/2812018
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)
105497 ft'
ft3
53083 ft3
197697 gallons
2.04 lbs/1000 gal.
1907.6 lbs. 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: 3 line m = 1907.6 lb PAN
2. Structure ID: 2 line m = 4570.7 lb PAN
3. Structure ID: 1 line m = 5614.5 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 + 5 + g = 12092.8 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'
11475A
41
wheat
6.30
111.00
699.3
9/1-4/30
11475A
42a
wheat
4.60
111.00
510.6
9/1.4/30
11475A
42b
wheat
6.90
111.00
765.9
9/1-4/30
11475A
51 A
wheat
7.20
111.00
799.2
9/1-4/30
11475A
51B
wheat 1
720
111.00
799.2
9/1-4/30
11475A
52A
wheat
1.70
111.00
188.7
9/1-4/30
11475A
52B
wheat
5.40
111.00
599.4
9/1-4/30
11475A
43a
wheat
6.90
110.00
759.0
9/1-4/30
11475A
43b
wheat
6.90
110.00
759.0
9/1-4/30
11475A
44a
wheat
5.70
110.00
627.0
9/1-4/30
11475A
44b
wheat
1.90
110.00
209.0
9/1-4130
11475A
45a
wheat
4.80
110.00
528.0
9/1-4130
11475A
45b
wheat
5.70
110.00
627.0
9/1-4/30
11475A
45c
wheat
2.70
110.00
297.0
9/1-4/30
11475A
45d
wheat
2.90
110.00
319.0
9/1-4/30
11475A
46a
wheat
5.70
110.00
627.0
9/1-4/30
11475A
46b
wheat
5.70
110.00
627.0
9/1-4/30
11475A
46c
wheat
2.90
110.00
319.0
9/1-4/30
11475A
46d
wheat
2.90
110.00
319.0
9/1-4/30
11475A
3
wheat
31.00
111.00
3441.0
9/1-4/30
'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) = 13820.3 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 12092.8 lb. PAN
x. Crop's remaining PAN balance (line v from section 111) = 13820.3 lb. PAN
y. Overall PAN balance (w - x) = -1728 lb. PAN
Will begin pumping as field conditions allow
PoA (30 Day) 2/21 /00

��rnS p20lOoDS� �
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 09-20 County: Bladen
Facility Name: MKJS Farm
Certified Operator Name: Michael H. Shaw Operator # 6306
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): No
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.
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: 3/9/2010
I hereby certify that I have reviewed the information listed above and included within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct.
Facility Owner/Manager (print)
ity
nager (signature)
Phone: ry Z
Date: 3 1 / 101
PoA Cover Page 2/21/00

IL TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRd24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Main Hole 1
line m =
764.4 lb PAN
2.
Structure ID:
line m =
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
lines 1 +2+3+4+5+6=
764.4
n.
lb PAN
III_ TOTAL
PAN BALANCE REMAINING FOR AVAILABLE CROPS
DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST I
q. crop
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
o. tract #
p. Feld #
r. acres
s. remaining IRR
2 PAN balance
(Iblacre)
u. application window'
11475A
22
Wheat
4.50
91.00
409.5
Sept -April
11475A
23
Wheat
2.20
91.00
200.2
Sept -April
11475A
43A
Wheat
6.90
87.80
606.0
Se t-A ril
11475A
43B
Wheat
6.90
87.80
606.0
Sept -April
1821.7
v. Total PAN
available for all fields (sum
764.4
of column t) = 1821.7 lb. PAN
IV. FACILITY'S POA OVERALL PAN BALANCE -1057
w. Total PAN to be land applied (line n from section II) = lb. PAN
x. Crop's remaining PAN balance (line v from section III) = lb_ PAN
y. Overall PAN balance (w - x) = 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

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 1
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.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)
146568 ftz
e. line c/12 x line d x 7.48 gallons/ft3
182721 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 190358 ft3
h. current herd # 15360 certified herd # 15360
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 daysAine f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1 12/2/2009
m. {(lines e + k)r1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
190356 tt3
I nlµ3
77000 03
333304 gallons
1.50 Ibs/1000 gal.
774.0 lbs. PAN

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.
Wheat follows soybeans, therefore PAN rate reduced by 20 lbs. residual N. Wheat to be harvested for grain.
Triticale to be removed by grazing prior to 4/1.

NCDA&CS Agronomic Division Phone: [phone] Web site: www.ncagr.gov/agronomi/
Report: W04030
Grower:
'-M UN, A"
4
1 �r
Waste A nalyszs Report
\!l \ f I! 1 � .
Received: 12/02/2009 Completed: 12/08/2009 Links to Helpful Information
Mlif S Farms
Attn:Michae1(Mike)/Hal Shaw
PO Box 2195
Eli2abethtown, NC 28337
Farrn:
Bladen County
Copies to.-
Sample Information
Laboratory Results (parts per million unless otherwise noted)
Sample 1D.
I
Waste Code:
ALS
Description:
Swine Lagoon Li ,
N
P X Ca
A1
S
Fe Mn
Zrt
Cu
B Mo
Cl
C
Total 424
8V N
-NH4
403
OR-N
Urea
53.6 1871 171 52.0 65.5 5.42 0.37 1.83 0.67 1.70
Na Ni Cd PIP Al Se Li pH SS C.•N DM% CCE%
ALE( I)
426 7.57
Recommendations:
Nutrients Available for First Crop
lbs/1000 gallons
Other Elements
lbs/1000
gallons
Application Aletbod
Irrigation
N M5 K20 Ca Mg S Fe
1.8 0.72 15.0 1.0 0.30 0.38 0.1)3
Aft,
1,
Zip Cu
0.01 T
B Mo
0.01
Cl
Na
3.6
Ni Cd P6
Al
Se Li
Sample Information
Laboratory Results (parts per milfion unless otherwise noted)
Sample 1D:
N
P X Ca
Mg
S
Fe Mu
Zn
Cu
B Mo
Cl
C
2
Waste Code:
ALS
Description:
Swine LWon Li .
Total 328
IN-N
-NH4
-NO3
OR-N
Urea
50.7 1996 129
42.0
51.7
7.04 0.25
1.26
0.28
1.78
Na Ni Cd Pb Al Se U pH SS C.•N DM% CCE%
ALE( )
449 7.77
Recommendations:
Nutrients Available for First Crop
Ibs/1000 gallons
Other Elements
lbs/1000
allows
Application Melbod
Irrigation
N P205 K20 Ca Mg S Fe
1.4 0.68 t6.0 0.75 U5 0.30 0.04
Mpt
T
Zn Cu
0,01 T
B Mo
0.01
CI
Na
3.7
Ni Cd Pb
Al
Se Li
Sample Information
Laboratory Results (parts per million unless otherwise noted)
Sample ID.
3
Waste Code:
ALS
Description:
Swine Lagoon Li .
N
P K Ca
Mg
S
Fe Mn
Zn
Cu
B Mo
Cl
C
ratal 287
IMN
-NH4
-NO3
OR-N
Urea
47.6 1856 119 39.0 49.8 3.39 0.21 o.86 0.28 1.78
Na M Cd P6 Al Se Y pH SS CAr DM% CCE%
ALE(KO)
438 7.72
Recommendations:
Nutrients Available for First Croe
lbs/1000 gallons
Other Elements
lbs/1000
gallons
:Ipplicalion Melbod
Irrigalion
N 1J05 K20 Ca At S Fe
12 0.64 14.9 0.70 0.23 0.29 0.02
Of
T
Zpr Cu
0.01 T
B Mo
0.01
Cl
Na
3.7
M Cd Pb
Al
Se Li

o�()� W A r�RpC�
-f
Michael F. Easley, Governor
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2006
CERTIFIED MAIL - -`
RETURN RECEIPT REQUESTED
Michael H Shaw'-- ' +
MKJS Farm Sites 1-3
PO Box 2195 L �a,R-Fk
_— - .
Elizabethtown, NC 28337 ---��
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Perrttittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at.http://h2o.enT.state.nc,us/al2s/afou/downtoads.htm or by writing or calling:
NCDENR - DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two types of general permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
NPDES General Permit.' The application form must be completed and returned by January 2, 2007. Please note, You must include
two (2) copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage corder a valid general permit would constitute a violation ofNCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 090020
Brown's of Carolina LLC
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatergualimoorg location: 2728 Capital Boulevard
An Equal OpportunitylAf irmative Acton Employer- 50% Recyded1101/9 Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax 1:
Fax 2:
Customer Service:
lv"o,� Carolina
(91g),Naturally
[phone]
[phone]
[phone]

f
i
Facility Number: 09-20
a, . — - - - ----- —. — — . -- . - --.--we %� f a ITV
County: Biaden
RECEIVED
Facility Name: MKJS Farms, Inc.
AUG 0 3 2005
Certified Operator Name: Michael H. Shaw Operator # 6306 i)ENR_FAYEiiEViLIEREGICfVAl.OR10E.
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest poin 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 (0): 2 3
3
Spillway (Yes dr No): N_ —N
Level (inches): ; 18 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.
�X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plar~ of Action is attached. Agronomic balance is within acceptable range.
Waite 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
prc ^eed 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 nerd population for the receiving facility
3. Earliest possible date to begin land application of waste: 08/02/05
1 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.
Michael H. Shaw.
Facility Owner/Manager (print:)
acility Owner/Manager (signature)
PoA Cover Page 2121/00
Phone: [phone]
Date: 08/02/05
Td WuZO:TT SOW 20 '6nu 6£t7bZ98OT6T : 'ON Xud iuiaisnGN1183WOH : WONJ

Facility Number. 09-20 County: Bladen
Facility Name: Mt.US Farms, Inc.
Certified Operatgr Name: Michael H. Shaw Operator # 6306
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,'io the bottom of the spillway for lagoons with spillways.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
a
Lagoon Name/identifier (ID): 2 3
f,
Spillway (Yes or No): N —N
Level (inches): 18 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.
,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
puE ,�'ed 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.
Contactand 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: 08/02/05
I hereby certify that l have reviewed the information listed above and included within the attached Plan
of Action, and td the best of my knowledge and ability, the information is accurate and correct.
Michael H. Shaw
Facility Owner/Manager (print)
A
acility Owner/Man
PoA Cover Page 20100
(signature)
Phone: [phone]
Date: 08/02/05
Td Wdl7O:TT SooE 20 6nd 62"E988T6T : 'ON Xtid-iu i aisnGNI23WOH : WOdd

a
PLAN'OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL
FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PANTO 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
18.0 inches
b_ designed 25 yr./24 hr. storm & structural freeboard
19.0 inches
c. line b - line a (inches in red zone) =
1.0 inches
' d. top of dike surface area according to design
(area at below structural freeboard elevation)
165856 ft2
e, line c(12 x line d x 7.46 gallons/ft3
103384 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
210994.7 ft3
h. current herd # 15360 certified herd #1 15360
actual waste produced = current herd # x line g =
210995 ft3
certified herd #
I. volume of wash water according to structural design
L 1W
f
j. excess rainfall over evaporation according to design
99808 ft3
k. (lines h + i + J) x 7.48 x 30 days/iine f=
387467 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 4/14/2005
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)
PoA (30 Day) 2/21100
2.80 IbsliOgfl gal.
1374.4 lbs. PAN
ECA WdSO : T T S00Z £O ' 6 T- d 62"Z960 TST : 'ON XUA -lu i disnGN I'8AWOH : WOHA

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): 13
2. Current liquid volume in 25 yr_I24 hr. storm storage & structural freeboard
a, current liquid level according to marker 17.0 inches
b. designed 25 yr.l24 hr. storm & structural freeboard 19.0 inches
F
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) $7376 f#2
e. line U12 x line d x 7.48 gallons/ft3 108929 gallons
3. Projected volume of waste liquid produced during draw down period
? f. temporary storage period according to structural design 180 days
t.
g. volume of waste produced according to structural design
105497.3 ft3
h, current herd # 1 16360 certified herd #1 15360
actual waste produced = current herd # x line g =
112366 ft3
certified herd #
i. volume of wash water according to structural design
r
Ft
J, excess rainfall over evaporation according to design 1
53083.3 ft3
k_ (lines h + i + J) x 7.48 x 30 daystline f=
206260 gallons
4. Total PAN to be land applied during draw down period
L current waste analysis dated 1 4/14/2005
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)
PoA (30 Day) 2121100
2.80 Ibs11000 gal.
882.5 lbs. PAN
F-d Wa50:TT, Sow 20 '6nti 62VVE980T6T ON XUA -1ui8isnGNI'89WOH : W0U

4
. II
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORl4ii STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1 _ Structure I0: 2 line rn = 1374.4 Ib PAN
2. Structure ID: 3 line m = 882.5 lb PAN
3. Structure ID: line m = Ib PAN
4. Structure ID: line m = lb PAN
5. Structure ID: line m = lb PAN
6. Structure ID. line In lb PAN
1 n.lines 1+2+3+4+5+6= 2256.9lbPAN
Ili. TOTAL LOAN 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.
0. tract #
p. field #
j
q. crop
r. acres
s. remahng IRR-
2 PAN balance
(Ihlacre}
L TOTAL PAN
BALANCE FOR
FIELD pbs.}
calumn r x s
u. appricton window'
11475
' 1-1A
Soybeans
5.84
96.36
562.7
114M
1.18
Soybeans
5.84
95.36
562.7
11475
; 1-1C
Soybeans
4.18
95.84
400.6
1147E
'. 1-1 D
Soybeans
5.84
96.35
562.7
11475.'
2-2C
Soybeans
2.93
93,59
274.2
11475
� 3-3B
Soybeans
4.64
55.58
257.9
11475
: 3-3C
Soybeans
4.64
91.79
425.9
r
State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw dawn period.
Total PAN available for all fields (sum of column t)
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
PoA (30 Day) 2/21 /00
3046.8 lb. PAN
2256.9 lb. PAN
bd WU90:TT SOW 20 .6nd 6ZbbZ980T6T ON XUd
-1U I i' iSn(IN F83WOH : WONA

x. } Crop's remaining PAN balance (line v from section Illy = 3046.8 lb. PAN
Y. overall PAN balance (w - z) _ -790 lb. PAN
Line y must Snow as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depoNi.daaon, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on neriv 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
r
PuA (30 Day) 2121/00
Sd WU90:TT SOOZ 20 '6nb 62PPE980T61 : 'ON XUd
-1U I d1SnGN I'89W©N : WOdJ

.1
1
Q
Ul
a
z
ad

Type of Visit ® Compliance Inspection O Operation Review O Lagoon Evaluation j
Reason for Visit • Routine O Complaint O Follow up O Emergency Notification O Other ❑ Denied Access I+
Facility Number ZD Date of visits �O Time: g
O Not rational O Below Threshold
® Perwitted In Certified [1 Conditionally Certified 13 Registered Date Last Operated or Above Threshold:
Farm Name: M K J F. rrw _ _, ._ County: Q e A &M _
Owner Name: �. rJz _ Phone No:
Mailing Address: PQ .. Q i'C .2.1 9.57 .- 2 8 3
Facility Contact: AAA-_- _- S t`- _ Title: _ ____— Phone No:
Onsite Representative: AiGQ- x r�----- Integrator -
Certified ..
Certified Operator: sl. ` _ Operator Certification Number. i & 3o b _
Location of Farm:
Swine ❑ Poultry ❑ Cattle ❑ Horse Latitude * Emu Longitude •
Discha es S SLAM
1. Is any discharge observed from any part of the operation? ❑ Yes MLNo
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑ Yes ❑ No
c. If discharge is observers, what is the estimated flow in gal/min"?
d_ Does discharge bypass a lagoon system? (If yes, notify DWQ) ❑ Yes ❑ No
2. Is there evidence of past discharge from any part of the operation? ❑ Yes gNo
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes JkNo
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway
❑ Yes RNo
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier: I c� .. ....._ -2— ___
Freeboard (inches): 3 ( 3
12112103 Continued

Facility Number: q — Y-O Date of Inspection II p
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement?
8. Does any part of the waste management system other than waste structures require maintenanctlimprovernent?
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings?
Waste APRlication
10. Are there any buffers that need maintenance/improvement?
11. Is there evidence of over application? If yes, check the appropriate box below.
❑ Excessive Ponding ❑ PAN [IHydraulic Overload ❑ Frozen Ground ❑ Copper and/or Zinc
12. Crop type WLa. r-
❑ Yes VNo
❑ Yes JQ No
❑ Yes P$No
❑ Yes Wo
❑ Yes PrNo
❑ Yes WO
❑ Yes JRNo
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)? ❑ Yes Er No
14. a) Does the facility lack adequate acreage for land application? ❑ Yes No
b) Does the facility need a wettable acre determination? ❑ Yes No
c) This facility is pended for a wettable acre determination? ❑ Yes No
15_ Does the receiving crop need improvement? ❑ Yes JS No
16_ Is there a lack of adequate waste application equipment? ❑ Yes WT0
Odor IssQes
17. Does the discharge pipe from the confinement building to the storage pond or lagoon fail to discharge at/or below ❑ Yes ❑ No
liquid level of lagoon or storage pond with no agitation?
18. Are there any dead animals not disposed of properly within 24 hours? ❑ Yes f&No
19_ Is there any evidence of wind drift during land application? (i.e. residue on neighboring vegetation, asphalt, [IYes ® No
roads, building structure, and/or public property)
20. At the time of the inspection did the facility pose an odor or air quality concern? If yes, contact a regional ❑ Yes No
Air Quality representative immediately.
r.�'"?1�,—.c�..:�-....=.-:.�.__,.�;"..v'v 4..�r� Y-r.S'r'x'Jx .a-
Cmnn trS r tb �n #) -g plam ray YE.W'aaswets ami/ar any or aayxolt ca ts. s
°U��- { 1 Y) ❑Feld Copy ❑Final
-z..�.
Reviewer/Inspector Name s
a zr _3
Reviewer/Inspector Signature: Date:tl
5
irrioiv.� w�swrc�scu

Facility Number: — 20 Date of Inspection N 6
Reouired Records & Documents
21. Fail to have Certificate of Coverage &. General Permit or other Permit readily available?
22. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, maps, etc.)
23. Does record keeping need improvement? If yes, check the appropriate box below_
❑ Waste Applicatiol�-❑ Freeboaitr�_❑ Waste AnaiysiS--_❑ Soil Sampling
24. is facility not in compliance with any applicable setback criteria in effect at the time of design?
25. Did the facility fail to have a actively certified operator in charge?
26. Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application)
27. Did ReviewerAnspector fail to discuss reviewfinspection with on -site representative?
28. Does facility require a follow-up visit by same agency?
29. Were any additional problems noted which cause noncompliance of the Certified AWMP?
NPDES Permitted Facilities
30. Is the facility covered under a NPDES Permit? (If no, skip questions 31-35)
3I. If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment?
32. Did the facility fail to install and maintain a rain gauge?
33. Did the facility fail to conduct an annual sludge survey?
34. Did the facility fail to calibrate waste application equipment?
35. Does record keeping for NPDES required forms need improvement? If yes, check the appropriate box below
❑ Stocking Fanhr"O Crop Yield For ❑ Rainf*e-0 Inspection After 1" Railr
❑ 120 Minute Inspectio%/❑ Annual Certification Forr%�_
❑ Yes KNo
❑ Yes ,KNo
❑ Yes allo
❑ Yes J'No
❑ Yes RNo
❑ Yes j$No
❑ Yes ),No
❑ Yes HNo
❑ Yes RNo
J,Yes ❑ No
❑ Yes ONO
❑ Yes ENO
❑ Yes ONO
❑ Yes H No
❑ Yes $&No
12/12103

• • •
IL
do
"SIIAW - 8 (720) FMSHWG HOUSES
STATE ROAD #1003 - BLADEN COUNTY
DIRECTIONS: FROM ELIZABETHTOWN TARE HWY . 41/ 87 TOWARDS
DUBLIN, VEER LEFT ON HWY. 41 JUST BEFORE DUPLIN. AT THE FIRST
INTERSECTION TURN LEFT ON SR # 1003, FARM ENTRANCE WILL BE
APPROXIMATELY 2 MILES ON THE LEFT.
�55 NIAMING ADDRESS:
HAZY/ & MIKE SHAW
POST OFFICE BOX 2125
ELIZA.BETHTOWN, NC 28337
WORK: [phone]
HALL: [phone]
MIKE: [phone]
SHIPPING ADDRESS:
HALL & b= SHAW
SR # 1003
ELIZABETHTOWN, NC 28337
303 EAST COLLEGE STZEEC • P.O. BOX 497 • WAR,SAW. N.C_ 2839&04V • OFF[CE: (919) 293-2t81 • FAX: (9t9) 293-4726

09 - a-o
RECEIVED / DENR / DWQ
Nutrient Management Plan For Animal Waste Utifigftfttedian section
09-14-2007 MAR 10 2009
This plan has been prepared for:
MKJS Swine Finishing
Mike Shaw
P O Box 2195
Elizabethtown, NC 28337
[phone]
This plan has been
IVED
Robert Dean Morris
NRCS/Bladen SWC # �A
122 Agriculture Sery 4 fpfENtIER�OIVAlOH3CE
Elizabethtown, NC 28337
9 -862-3179 Ext- 3
�V.'LRD=� r
D tope r Signature
�
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
oy"� `u- ru - &r7
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
752447
R L�U ^.
T icat Specialist Signature
'16-1b-6'7
Date
-------------------------••--------------------••-•---------------------------------------------- — -----------------
Database Version 3.1 Date Printed: 09-14-2007 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7,
Swine Feeder -Finish Lagoon Liquid waste generated 14,238,720 gals/year by a 15,360
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
32795
Incorporated
56322
Injected
62025
Irrigated
35647
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1 1
35,647
37864
-2,217
15,124,276
-885,556
- - - - - - -------------------------------------------------------------------------------------------------------------
In source ID, S means standard source, U means user defined source.
• Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
752447 Database Version 3.1 Date Printed: 09-14-2007 Source Page Page I of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
11475A
Pull I IA
5.70
5.70
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 11 B
6.90
6.90.
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 12A
5.50
5.50
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 12B
5,501
5.50
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 12C
3.20
3.20
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 12D
3.20
3.20
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 21
5.10
5.10
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 22
4.50
4.501
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 23
2.20
2.20
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
I Pull 31A
6.90
6.90
N/A
Torhunta
Wheat; Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 31B
6.90
6.90
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manumd, Double Crop
35 bu.
11475A
Pull 32A
5.70
5.70
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 32B
5.70
5.70
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans; Manured, Double Crop
35 bu.
11475A
Pull 32C
2.90
2.90
IAE
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 32D
2.90
2.90
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 41
6.30
6.30
N/A
Torhunta
wheat, Grain
55 bu.
752447 Database Version 3.1 Date Printed 9/14/2007
PCS Page Page 1 of 3
NOTE: Symbol * means user entered data.

Punned Crops Summary
Tract
I Field
Total
Acres
I Useable
Acres
leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 42A •
4.60
4.60
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 42B
6,901
6.90
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 43A
6.90
6.90
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 43B
6.90
6.90
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 44A
5.70
5.70
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 44D
1.90
1.90
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 45A
4.80
4.80
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
I Pull 45B
5.70
5.70
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 45C
2.701
2.70
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 45D
2.90
2.90
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 46A
5.701
5.70
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 46B
5.70
5.70
N/A
Torhunta
Wheat, Crain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 46C
2.90
2.90
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 46D
2.90
2.90
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A I
Pull 51A
7.20
7.20
NIA
Torhunta
Wheat, Guain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A I
Poll 51 B
7.20
7.20
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 52A
1.70
1.70
NIA
Torhunta
Wheat, Grain
55 bu,
Soybeans, Manuted. Double Crop
35 bu.
752447 Database Version 3.1 Date Printed 9/14/2007
NOTE: Symbol • means user entered data.
PCS Page Page 2 of 3

Planned Crops Surnrnary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
11475A
Pull 52B
5.40
5.40
N/A
Torhunta
Wheat, Grain
55 bu.
•
I I
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS: 166.80 166.80
Low potential to contribute to soluble
None
2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
nutrient leaching below the root zone.
�•1Q
High potential to contribute to soluble
Nutoent Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone,
available water holding capacity and improve nutrient use efficiency should be considered.
> 10
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term
No -Till (7781 and edge -of -field practices such as Filter Strips (393) and Riparian Forest Suffers
(391).
752447 Database Version 3.1 Date Printed 9/14/2007
PCs Page Page 3 of 3
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper tithing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Feld
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applies
Period
Nitrogen
PA
Nutrient
Req'd
(ibs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
Obs/A)
Appiic.
Method
Manure I
PA
NutrientA
pphed
OWA)
liquid
Man=A
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Feld)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
11475A
Pull 1 IA
S7
Torhunta
5.70
5.70
Wheat, Grain
55 bu.
9l1-4/30
111
0
20
Irrig.
91
36.35
0.00
207.19
0.00
11475A
Pull I IA
S7
Torhunta
5.70
5.70
Soybeans, Manured, Double Crop
35 bu.
411-9115
136
0
0
trig.
136
54.32
0.00
309.65
0.00
11475A
Pull I ID
S7
orhunta
6.90
6.90
Wheat, Grain
55 bu.
9/1=450
111
0
20
Irrig.
91
36.35
0.00
250,811
0.00
11475A
Pull I1B
S7
Torhunta 1
6.90
6.90
Soybeans, Manured, Double Crop"
35 bu.
4/1-9/15
136
0
0
Irrig.
136
5432
0.00
374.84
0.00
11475A
Pull 12A
S7
Torhunta
5.50
5.50
Whcat,Gmin
55 bu.
911-4/30
111
0
20
brig.
91
36,35
0.00
199.92
0.00
11475A
Pull 12A
S7
Torhunta
5.50
5.50
Soybeans, Manuted, Double Crop
35 bu.
4/1-9/15
136
0
0
Irrig.
136
54.32
0.00
298.78
0.00
11475A
Pull 12B
S7
Torhunta
5.50
5.50
Wheat, Grain
55 bu.
9/1-4130
111
0
20
Irrig.
91
36.35
0.00
199.92
0.00
11475A
Pull 1213
S7
Torhunta
5.50
5.50
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
136
0
0
Irrig.
136
54.32
0.00
298.78
0.00
11475A
Pull 12C
S7
Torhunta
3.20
3.20
lWheat, Gmin
55 bu.
9/14/30
111
0
20
Irrig.
911
36.35
0.00
116.32
0.00
11475A
Pull 12C
S7
Torhunta
3.20
3.20
1Soybeans, Manured, Double Crop
35 bu.
411-9/15
136
0
0
Irrig.
136
54.32
0.00
173.84
0.00
11475A
Pull 12D
S7
Torhunta
3.20
3.20
Wheat, Grain
55 bu.
9/14/30
111
0
20
brig.
91
36.35
0.00
116.32
0.00
11475A
Pull 12D
S7
Torhunta
3.20
3.20
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
136
0
0
Irrig.
136
54.32
0.00
173.84
0.'00
11475A
Pull 21
S7
Torhunta
5.10
5.10
Wheat, Grain
55 bu.
9/14/30
111
0
20
Inig.
91
36.35
0.00
185.36
0.00
11475A
Pu1121
S7
Torhunta
5.10
5.10
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
136
0
0
]Trig.
136
54.32
0.00
277,05
0.00
11475A
Pu1122
S7
Torhunta
4.50
4.50
Wheat, Grain
55 bu.
9/1-4/30
ill
0
20
Irrig,
91
36.35
0.00
163.57
0.00
1 1475A
Pull22
S7
Torhunta
4.50
4.50
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
136
0
0
Irrig.
136
54.32
0.00
244.46
0.00
752447 Database Version 3.1 Date Printed: 9/14/2007 WUT Page Page I of 4

Waste Utilii.:. n Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutricntA
pplied
(lbs/A)
Liquid
ManuieA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
,Solid
Manure
Applied
(Field)
N
N
N
N
1000
gaVA
Tons
1000 gals
tons
11475A
Pu1123
S7
Torhunta
2.20
2.20
Wheat, Grain
55 bu.
9114130
111
0
20
Irrig.
91
36.35
0.00
79.97
0.00
11475A
Pull 23
S7
Torhunta
2.20
2.20
Soybeans, Manured, Double Crop
35 bu.
411-9/15
136
0
0
brig.
136
54.32
0,00
119.51
0.00
1475A
Pull 31A
S7
Torhunta
6.90
6.90
Wheat, Grain
55 bu.
9/14/30
111
0
20
brig.
91
36,35
0.00
250.81
0.00
11475A
Pull 31A
S7
Torhunta
6.90
6.90
Soybeans, Manured, Double Crop
35 bu.
411-9/15
136
0
0
brig.
136
54.32
0.00
374.94
0.00
11475A
Pull 31B
S7
Torhunta
6.90
6.90
Wheat, Grain
55 bu.
9/1-4/30
111
0
20
Irrig.
91
36.35
0.00
250.81
0.00
11475A
Pull 31B
S7
Torhunta
6.90
6.90
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
136
0
0
Irrig.
136
54.32
0,00
374.84
0.00
I I475A
Pull 32A
S7
Torhunta
5.70
5.70
Wheat, Grain
55 bu.
9/1-4/30
111
0
20
Irrig.
91
36.35
0.00
207.19
0.00
11475A
Pull 32A
S7
Torhunta
5.70
5.70
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
136
0
0
Irrig,
13 6
54.32
0.00
309.65
0.00
11475A
Pull 32B
S7
Torhunta
5.70
5.70
Wheat, Grain
55 bu.
9/1-4/30
111
0
20
Irrig.
91
36.35
0.00
207.19
0.00
11475A
Pull 32B
S7
Torhunta
5.70
5.70
Soybeans, Manured, Double Crop.
35 bu.
4/1-9/15
136
0
0
Irrig.
136
54.32
0.00
309.65
0100
11475A
Pull 32C
S7
Torhunta
2.90
2.90
Wheat, Grain
55 bu.
9/1-4/30
111
0
20
[Trig.
91
36.35
0.00
105.41
0.00
11475A
Pull 32C
S7
Torhunta
2.90
2.90
Soybeans, Manured, Double Crop
35 bu.
411-9/I5
136
0
0
Irrig.
136
54.32
0.00
157.54
0.00
11475A
Pull 32D
S7
Torhunta
2.90
2.90
Wheat, Grain
55 bu.
9/1-4/30
111
0
20
Irrig.
91
36.35
0.00
105.41
0.00
l 1475A
Pull 32D
S7
Torhunta
2.90
2.90
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
136
0
0
Inig.
136
54.32
0.00
157.54
0.00
11475A
Pull 41
S7
Torhunta
6.30
6.30
Wheat, Grain
55 bu.
9/1-4130
111
0
20 1
Irrig.
91
36.35
0.00
229.00
0.00
11475A
Pull 41
S7
Torhunta
6.30
6.30
Soybeans, Manured, Double Crop
35 bu.
411-9/15
136
0
0
Irrig.
136
54.32
0.00
342.24
0.00
11475A
Pull 42A
S7
Torhunta
4.60
4.60
Wheat, Grain
55 bu.
9/1.4/30
111
0
20
Irrig,
91
36.35
0.00
167.21
0.00
11475A
Pull 42A
S7
Torhunta
4.60
4.60
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
136
0
0
Irrig.
136
54.32
0.00
249.89
0.00
11475A
PUI142B
S7
Torhunta
6,90
6.90
Wheat, Grain
55 bu.
9/1-4/30
1 I I
0
20
brig.
1 91
36.35
0.00
250.81
0A)
11475A
Pull 42B
S7
Torhunta
6,90
6.90
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
136
0
0
Irrig.
136
54.32
0.00
374.84
0.00
11475A
Pull 43A
S7
Torhunta
6.90
6.90
Wheat, Grain
55 bu.
911.4130
111
0
20
Irrig,
91
36.35
0.00
250.81
0.00
11475A
Pull 43A
S7
Torhunta
6.90
6.90
Soybeans, Manured, Double Crop
35 bu.
4/I-9/15
136
0
0
Irrig.
V36
54.32
0.00
374.84
0.00
752447 Database Version 3.1 Date Printed: 9/14/2007 WUI' Page Page 2 of 4

Waste Utilization Table Year 1
Tract
Field
Source
lD
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Reqd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res,
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
pVA
Tons
1000 pits
tons
11475A
Pull 43B
S7
Torhunta
6.90
6.90
Wheat, Grain
55 bu.
9/14/30
111
0
20
brig.
91
36.35
0.00
250.81
0,00
I I475A
Pull 43B
S7
Torhunta
6.90
6.90
Soybeans, Martured, Double Crop
35 bu.
411-9115
136
0
0
Irrig.
136
54.32
0.00
374.84
0.0
11475A
Pull 44A
S7
Torhunta.
5.70
5.70
Wheat, Grain
55 bu.
911-4/30
111
0
20
brig.
91
36.35
0.00
207.19
0.00
11475A
Pull 44A
S7
Torhunta
5.70
5.70
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
136
0
0
brig.
136
54.32
0.00
309.65
0.00
11475A
Pull 44B
S7
Torhunta
1.90
1.90
Wheat, Grain
55 bu.
9/14/30
111
0
20
Irrig, 1
91
36.35
0.00
69.06
0.00
l 1475A
Pull 44B
S7
Torhunta
1.90
1.90
Soybeans, Manured, Double Crop
35 bu.
411-9/l5
136
0
0
trrig.
136
54.32
0.00
103.22
0.00
11475A
Pu1145A
S7
Torhunta
4.80
4.80
Wheat, Grain
55 bu.
9114130
Ill
0
20
Irrig.
91
36,35
0.00
174.48
0.
11475A
PuI145A
S7
Torhunta
4.80
4.80
Soybeans, Manured, Double Crop
35 bu.
411-9/15
136
0
0
Irrig.
136
54.32
0.00
260-76
0.00
11475A
Pull 45B
S7
Torhunta
5.70
5.70
Wheat, Grain
55 bu.
9/14130
111
0
20
Itrig.
91
36.35
0.00
207.19
0.00
11475A
Pull 45B
S7
Torhunta
5.70
5.70
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
136
0
0
Irrig,
136
54.32
0.00
309.65
0.00
11475A
Pull 45C
S7
Torhunta
2.70
2.70
Wheat, Grain
55 bu.
9/t-4130
111
0
20
Irrig.
91
36.35
0.00
96.14
0.0
11475A
Pull 45C
S7
Torhunta
2.70
2.70
Soybeans, Manured, Double Crap
35 bu.
411-9/l5
136
0
0
Irrig.
136
54.32
0.00
146.68
0.00
11475A
Pull 45D
57
Torhunta
2.90
2.901Wheat,
Grain
55 bu.
9/1-4/30
111
0
20 1
brig.
91
36.35
0.00
105.41
0.00
11475A
Pull 45D
S7
orhunta
2.90
2,90
Soybeans, Manured, Double Crop
35 bu.
411-9/15
136
0
0
Irrig.
136
54.32
0.00
157.54
0.00
11475A
Pull 46A
S7
Torhunta
5.70
5.70
Wheat, Grain
55 bu.
9/1-4130
111
0
20
brig.
91
36.35
0.06
207.19
0.00
i 1475A
Pull 46A
S7
Torhunta
5.70
5.70
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
136
0
0
Irrig,
I
54.32
0.00
309.65
0.00
11475A
Pull 46B
S7
Torhunta
5.70
5.70
Wheat, Grain
55 bu.
9/1-4/30
111
0
20
brig.
91
36.35
0.00
207.19
0.00
I I475A
Pull 46B
S7
Torhunta
5.70
5.70
Soybeans, Manured, Double Crop
35 bu.
411-9115
136
0
0
Irrig.
136
54.32
0.00
309.65
0.00
11475A
Pull46C
S7
Torhunta
2.90
2.90
Wheat, Grain
55 bu.
9/1-4130
111
0
20
Irrig,
91
36.35
0.00
105.41
0.00
11475A
Pul146C
S7
Torhunta
2.90
2.90
Soybeans, Manured, Double Crop
35 bu.
411-9/15
136
0
0
Irrig.
136
54,321
0.00
157.54
0.00
1 I475A
Pull 46D
S7
Torhunta
2.90
2.90
Wheat, Grain
55 bu.
9/1-4/30
111
0
20
brig.
91
36.35
0.00
105.41
0.00
11475A
Pull 46D
S7
Torhunta
2.90
2.90
Soybeans, Manured, Double Crop
35 bu.
411-9115
136
0
0
brig.
13b
54.32
0.00
157.54
0.00
n_ -_._ J_ nit e 11nn7 WUT Pap_e Pape 3 of 4

Waste Utilization Table Year 1
Nitrogen
Comm.
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
Fart.
(lbs/A)
PA
ManureA
Manure
Manure
Manure
Nutrient
Nutrient
NutricntA
pplied
Applied
Applied
Applt}ed
Raq'd
Applied
pplied
(acre)
(acre)
(Field)
(Field)
(ibslA)
(lbs/A)
(lbs/A)
TractrF
Source
1D
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Applie.
Method
N
N
N
N
1000
PVA
Tons
1000 gals
tons
11475A
S7
Torhunta
7.20
7.20
Wheat, Grain
55 bu.
9/1-4/30
111
0
20
Irrig.
91
36.35
0,00
261.71
0.00
1475A
S7
Tafiunta
7.20
7.20
Soybeans, Manured, Double Crap
35 bu.
4l1-9!15
136
0
0
Irrig.13
54.32
0.00
391.13
0.00
11475A
S7
Torhunta
7.20
7.20
Wheat, Grain
55 bu.
9/1-4/30
111
0
24
Irrig.
91
36.35
0.
261.71
0.00
11475A
S7 '
Torhunta
7.20
7.20
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
136
0
0
irrig.
13
54.32
0.00
391.13
0.00
11475A
S7
Torhunta
1.70
1.70
Wheat, Grain
55 bu.
9/1-4/30
111
4
24
brig.
91
36.35
0.00
6I.79
0.00
I I475A
I Pull 52A
97
orhunta
1.70
1.70
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
136
0
0
brig.
13
54.32
0.00
92.35
0. 00
11475A
Pull 52B
S7
orhunta
5.40
5.40
Wheat, Grain
55 bu.
9/1-4/30
ill
0
1 20
1 Irrig.
1 91
36.35
0.00
196.29
0.00
11475A
Pu1152B
S7
Fw rhunta
5.40
5.40
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
136
0
4
brig.
136
54.32
0.00
293.35
0.00
Total Applied,1000 gallons 15,124.2$
Total Produced, l000 gallons 14.238.72
Balance, 1000 gallons-885.56
Total Applied, tons 0.00
Total Produced, tons 0.00
Balance, tons 0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol'* means user entered data
752447 Database Version 3.1 lute Printed: 9/14/2007 WUT Page Page 4 of

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
tJ applying waste nutrients through an irrigation system., you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
11475A
Pull I1A
Torhunta
0.45
1.0
11475A
Pull 11B
Torhunta
0.45
1.0
11475A
Pull12A
Torhunta
0.45
1.0
11475A
Pull12B
Torhunta
0.45
1.0
11475A
Pull12C
ToTbunta
0.45
i.0
11475A
Pull12D
Torhunta
0.45
1.0
I1475A
Pull21
Torhunta
0.45
1.0
11475A
Pull22
Torhunta
0.45
1.0
11475A
Pull23
Torhunta
0.45
1.0
11475A'
Pull31A
Torhunta
0.45
1.0
I1475A
Pull31B
Torhunta
0.45
1.0
11475A
Pull32A
Torhunta
0.45
1.0
11475A
Pull32B
Torhunta
0.45
1.0
11475A
Pull32C
Torhunta
0.45
1.0
11475A
Pull32D
Torhunta
0.45
1.0
11475A
Pull41
Torhunta
0.45
1.0
11475A
Pull42A
Torhunta
0.45
1.0
11475A
Pull42B
Torhunta
0.45
1.0
11475A
Pull43A
Torhunta
0.45
1.0
11475A
Pull 43B
Torhunta
0.45
1.0
11475A
Pull44A
Forhunta
0.45
1.0
11475A
Pull44B
Torhunta
0.45
1.0
11475A
Pull45A
Torhunta
0.45
1.0
11475A
Pull45B
Torhunta
0.45
1.0
11475A
Pull45C
Torhunta
0.45
1.0
11475A
Pull45D
Torhunta
0.45
1.0
11475A
Pull46A
Torhunta
0.45
1.0
11475A
Pull46B
Torhunta
0.45
1.0
11475A
Pull46C
orhunta
0.45
1.0
11475A
Pull46D
Torhunta
0.45
1.0
11475A
Pull 51A
Torhunta
0.45
1.0
11475A
Pull51B
Torhunta
0.45
1.0
752447 Database Version 3.1 Date Printed 9/14/2007 iAF Page Page 1 of 2

Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
11475A
Pull52A
Torhunta
0.45
1.0
11475A
I Pu1I52B lTorhunta
0.45
1.0
752447 Database Version 3.1 Date Printed 9/14/2007 IAF Page Page 2 of 2
NOTE: Svmbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the. indicated accumulation period- These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
192.56
385.12
577.69
Hay 6 ton RY.E.
300
26.32
96.28
192.56
288.84
Soybean 40 bu
160
14.04
180.52
361.05
541.57
-----•-----------------------------•---------------------------------------------------------------------- ------------------------------- ----------------------
752447 Database Version 3.1 Date Printed: 09-14-2007 Sludge Page Page i of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan- Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value .entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name I
Swine Feeder -Finish Lagoon Li Hid
Design Storage Capacity (Days)
Start Date
9I1
180
Plan Year
Month
Available Storage Capacity (Days)
I
1
152
1
2
155
1
3
124
1
4
94
1
5
63
1
6
91
1
7
118
1
8
145
1
1
9
173
1
10
173
1
11
174
1 1
12
174
* Available Storage Capacity is calculated as of the end of each month.
------------------------------•--------------------------------------------------------------------------------------- ......................
752447 Database Version 3.1 Date Printed: 09-14-2007 Capacity Page Page I of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift, -
manmade conveyances, direct application, or direct discharge during operation
or lind application. Any discharge of waste that 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 the
waste, he/she.shall'provide evidence 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 waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications 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 eroding at more than 5 tons per acre per year but
less than 14 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When apimal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is 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 and flies.
-------------------•---------------•--------•------------•-------------------------------------------•----------- - —------------------ —--------
752447 Database Version 3.1 Date Printed: 9/14/2007 Specification Page 1

S. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil 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.
10. Nutrients from waste 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 canal. Animal waste, other than swine waste
from facilities sited on or after October 1,1995, shall not be applied closer that 25
feet to perennial waters.
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 the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
15. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
------------------------------------------------------------------------------------------------------------------------------------ -
752447 Database Version 3.1 Date Printed: 9/14/2007 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
'woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc:, should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.,
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications 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 nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. 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
adjusi:.ed and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three 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. ,
---- ----- ---- ----------------------------------------------------------------- ------ ------------- - - -
752447 Database Version 3.1 Date Printed: 9/14/2007 Specification Page 3

Crop Notes
The following crop note applies to field(s): Pull 11A, Pull 1113, Pull 12A, Pull 12B, Pull 12C, Pull 12D,
Pull 21, Pull 22, Pull 23, Pull 31A, Pul
Wheat: Coastal Plain, Organic Soils
In the Coastal Plain, wheat should be planted from October 20- November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control -when planting the wheat is essential. Review.the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 301bs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): Pull I IA, Pull 1113, Pull 12A, Pull 12B, Pull 12C, Pull 12D,
Pull 21, Pull 22, Pull 23, Pull 31A, Pul
Double -Crop Soybeans, Coastal Plain: Organic Soils
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. For soils such as phosphorus
should be applied at planting as phosphorus will leach from these soils. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
---------------------------------------------------------------------------------------------------------------------------------------------------
752447 Database Version 3.1 Date Printed: 09-14-2007 Crop Note Page Page 1 of 1

Narrative
This farm will be allowed to plant a corn/soybean rotation on a maximum 20 acres per year. This will be
a two'year rotation. Corn will be planted in year one followed by full season soybeans on year two. A
waste utilization table showing the corn/soybean rotation for all fields has been included with this plan.
This waste utilization table must be used for proper record keeping and waste application.
----------------------•------------ ------------------------------------------------- -
Preview Database Version 3.1 . Date Printed: 09-18-2007 Narrative Page Page I of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
11475A
Pull 1 to
5.70
5.70
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 1 IB
6.90
6.90
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 12A
5.50
5.50
NIA
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 128
5.501
5.50
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 12C
3.20
3.20
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 12D
3.20
3.20
N/A
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 21
5.10
5.10
N/A
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 22
4.50
4.50
NIA
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 23
2.20
2.20
NIA
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 31A
6.901
6.90
N/A
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 3 1 B
6.90
6.90
NIA
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 32A
5.701
5.70
NIA
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 32B
5.70
5.70
N/A
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu-
t ! 475A
Pull 32C
2.90
2.90
N/A
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 32D
2.90
2.90
N/A
Torhunta
Com, Grain '
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pult 41
6,30
6.30
NIA
Torhunta
Corn, Grain
125 bu.
314765 Database Version 3.1 Date Printed 9/19/2007
PCS Page Page 1 of 3
NOTE: Symboi * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Soybeans, Manured, Full Season
42 bu.
11475A
I Pull 42A
4.601
4.60
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 42B
6.90
6.90
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 43A
6.90
6.90
N/A
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 43B
6.90
6.90
N/A
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 44A
5.70
5.70
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 44B 1
1.90
1.90
NIA
Torhunta
Corn, Crain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 45A
4.90
4,90
NIA
Torhunta
Cam, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 45B
5.70
5.70
NIA
Torhunta
Corn, (wain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 45C
2.70
2.70
NIA
Torhunta
Corn, Grain
125 bu-
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 45D
2.90
2.90
N/A
Torhunta
Coat, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 46A
5.70
5.70
N/A
Torhunta
Cam, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu,
1.1475A
Pull 468
5.70
5.70
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 46C
2.90
2.90
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 46D
2.90
2.90
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 51A
7.20
7.20
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
1 1475A
Pull 51B
7.20
7.20
N/A
Torhunta
Cam, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 52A
1.70
1.70
NIA
Torhunta
Com, (wain
125 bu.
Soybeans, Manured, Full Season
42 bu.
314765 Database Version 3.1 Date Printed 9/18/2007
NOTE: Symbol • means user entered data.
PCs Page Page 2 of 3

Planned Crops Surtunary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (L!)
Soil Series
Crop Sequence
RYE
l 1475A
Pull 52B
5.40
5.40
N/A
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
PLAN TOTALS: 166.80 166.80
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
7- 2 &
Moderate potential to contribute to soluble
Nutrient Managemmt (590) should be planned.
nutrient leaching below the root zone.
High potential to contribute to soluble
Nutrient Maxaagerrent (590) should be planned. Other conservation practices that improve the soi Is
nutrient leaching below the root zone
available water holding opacity and irnpmve nutrient use efficiency should be considered.
> 10
Examples ere Cover Crops (340) to seavenge nutrients, Sod -Based Rotations (328), Long -Term
No -Till (778), and edge -of --field practices such as Filter Strips (393) and Riparian Forest Buffers
(391 }
314765 Database Version 3.1 Date Printed 9/18/2007
PCS Page Page 3 of 3
NOTE: Symbol * means user entered data

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fdrtilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
I Field
Source
ID
Sod Send
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fero
Nutrient
Applied
(lbs/A)
ices.
(Ibs1A)
Applic.
Method
Manure
PA
NutricntA
pplied
(ibs/A)
liquid
ManurtA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
I l 475A
Pull ! l A
S7
Torhunta
5.70
5.70
Com, Grain
125 bu.
2/15-6/34
139
0
20
Irrig.
119
47.53
0.0
270.94
0.00
11475A
Pull I1B
S7
Torhunta
6.90
6.90
Cam, Grain
125 bu.
2/IS-00
139
0
20
Itrig. 1
119
41.53
0.00
327.98
0.0
11475A
Pull 12A
S7
Torhunta
5.50
5.50
Com, Grain
125 bu.
2/15-6/30
t39
0
20
Irrig.
11
47.53
0.00
261.43
0.00
11475A
Pull 12B
S7
Torhunta
5.50
5.50
Com, Grain
125 bu.
2/15-6/30
139
0
20
irrig.
119
47.53
0.00
261.43
0.00
11475A
Pull 12C
S7
Torhunta
3.20
3.20
Cam, Grain
125 bu.
V15-6130
139
0
20
Itrig.
l L
47.53
0.
152.11
0.00
1 1475A
Pull 12D
S7
Torhunta
3.20
3.20
Corn, Grain
125 bu.
2/15-6130
139
0
20
Irrig.
11
47.53
0.
152. t I
0.00
11475A
Puil 21
S7
Torhunta
5.10
5.10
Corn, Grain
125 bu.
2/15-6/30
139
0
20
Irrig.
119
47.53
0,00
242A2
0.00
11475A
Pull22
S7
Torhunta
4.50
4.50
Corn, Gain
125 bu.
V15-6130
139
0
20
Inig-
119
47.53
0.00
2t3.90
0.00
11475A
Pull 23
S7
Torhunta
2.20
2.20
Com, Grain
125 bu.
2/15-00
139
0
20
Irrig.
119
47.53
0.00
• 104.57
0.0
11475A
Pull 31A
S7
Torhunta
6.90
6.90
Com, Grain
125 bu.
2/15-00
139 1
0
20
Img.
H9
47.53
0.00
327.98
0.00
11475A
Pull 31B
S7
Torhunta
6.90
6.90
Corn, Grain
125 bu.
2/15-6130
139
0
20
Irrig.
119
47.53
0.00
327.98
0.00
11475A
Pull 32A
S7
Torhunta
5.70
5.70
Corn, Grain
125 bu.
2/15-6130
139
0
20
Irrig.
119
47.53
0.00
270.94
0.00
11475A
Pull 32B
S7
Torhunta
5.70
5.70
Corn, Grain
125 bu.
2/15-6/30
139
0
20
Irrig.
119
47.53
0.00
270.94
0.00
i 1475A
Pull 32C
S7
Torhunta
2,901
2.90
Com, Grain
125 bu.
2/15-6130
139
0
20
brig.
119
47.53
0.00
137.85
0.00
11475A
Pull 32D
S7
Torhunta
2.90
2.90
Com, Grain
125 bu.
2/15-6130
139
0
20
brig.
119
47.53
0.00
137.85
0.00
11475A
Pull 4l
S7
Torhunta
6.30
6.30
Corn, Grain
125 bu.
2/15-6130
139
0
20
brig.
l i
47.53
0.00
299.46
0.0o
314765 Database Version 3.1 Date Printed: 9/18/2007 WUT Page Page 1 of 5

Waste Utilization Table Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
RegA
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applies
Method
Manure
PA
NutrientA
pplied
(ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gala
tons
11475A
Pull 42A
S7
Torhunta
4.60
4.60
Com, Grain
125 bu.
2/15-6/30
139
0
20
Inig.
119
47.53
0.00
218.65
0.00
11475A
Pull 42B
ST
orhunta
6.90
6.90
Com, Grain
125 bu.
2/15-6130
139
0
20
brig.
119
47.53
0.00
327.98
0.00
11475A
Pull43A
S7
Torhunta
6.90
6.90
Cam, Gain
125 bu.
211SW30
139
0
20
Itrig.
11
47.53
0.00
327.98
0.00
11475A
Pull 43B
S7
Torhunta
6.90
6.901Com,
Crain
125 bu.
2115-6/30
139
0
20
prig.
119
47,53
0.00
327.99
0.00
11475A
Pull 44A
S7
Torhunta
5.70
5.70
Corn, Grain
125 bu.
2/15.6/30
139
0
20
Irrig.
119
47.53
0.00
270.94
0.00
11475A
Pull 44B
S7
Torhunta
1.90
1.90
Corn, Grain
125 bu.
2115-6130
139
0
20
Irrig.
119
47.53
0.00
90.31
0.00
11475A
Pull 45A
S7
Torhunta
4.80
4.80
Corn, Grain
125 bu.
2115-6/30
139
0
20
Inig
1 119
47.53
0.00
228.16
0.00
11475A
Pull 455
S7
Torhunta
5.70
5.70
Com, Grain
125 bu.
2115-6/30
139
0
20
Irrig.
119
47.53
0.00
270.94
0.00
11475A
Pull 45C
S7
Torhunta
2.70
2.70
Com, Grain
125 bu.
2/15-6130
139
0
20
Irrig.
119
47.53
0,00
12S.34
0.00
11475A
Puli 45D
S7
Torhunta
2.90
2.90
Com, Grain
125 bu.
2115-6/30
139
0
20 1
brig.
119
47.53
0,00
137.85
0.00
11475A
Put! 46A
S7
Torhunta
5.70
5.70
Com, Grain
125 bu.
2/15-6/30
139
0
20
Irrig.
119
47.53
0.00
270.94
4.00
11475A
Pull46B
S7
Torhunta
5.70
5.70
Corn, Grain
125 bu.
2115-6/30
t39
0
24
Irrig.
119
47.53
0.00
270.94
0.00
11475A
Pull 46C
S7
Torhunta
2.90
2.90
Com, Grain
125 bu.
2115.6/30
139
0
20
Lrig.
119
47.53
0,00
137,95
0.00
11475A
Pull 46D
S7
Torhunta
2.90
2.94
Corn, Grain
125 bu.
2/15-6/30
139
0
20
trig.
119
47.53
O.M
137.85
0.00
11475A
Pull 51 A
S7
Torhunta
7.20
7.20
Com, Grain
125 bu.
2115-&30
139
0
20
Irrig.
119
47.53
0.00
342.24
0.00
11475A
Puil 51B
S7
Torhunta
7.20
7.20
Corn, Grain
125 bu.
2115-6134
139
0
20
Irrig.
119
47.53
OA
342.24
0.00
! 1475A I
Pull 52A
S7
Torhunta
1.70
1.70
Com, Grain
125 bu.
2115-6130
139
0
20
Irrig.
119
47.53
0.00
80.81
0.00
! 1475A
Pull 52B
S7
orhunta
5.40
5.44 1Com,
Grain
125 bu.
2115-6/30
139
0
20
Irrig.
114
47.53
0.00
256.68
0.0
'"" ,, . ti ��o Vpreinn 3 I Date Printed: 9/18/2007 WUT Page Page 2 of 5

Waste Utilization Table
Year 1
Tract
Field
Source
M
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic. i
Period
Nitrogen
PA
Nutrient
Rc4d .
(ibslA)
Comm.
Fert.
Nutrient
Applied
(lbslp)
Res.
(lbs%A)
Applic.
Method
Manure
PA
NutrienlA
pplied
(lbslA)
Liquid
ManuieA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
pYA
-
Tons
1000 gals
tons
Total Applied, 1000 gallons
7,928.59
Total Produced. 1000 gallons
14,239.72
Balance, 1000 gallow
6,310.13
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: I. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol ••means user entered data.
I1a7F5 Database Version 3.1 Date Printed: 9/18/2007 WUI' Page Page 3 of 5

Waste Utilization Table
Year 2
Tract
Field
Svurea
m
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
INutrientA
pplied
(ibs/A)
liquid
ManureA
pplied
(sere)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gpl/A
-
Tons
1000 gals
tons
11475A
Pull l IA
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig.
163
65.11
0.00
371.12
0.00
11475A
Pull 1113
S7
Torhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
Irrig.
163
65.11
0.00
449.25
0.00
11475A
Pull 12A
S7
Torhunta
5.50
5.50
Soybeans, Manured, Full Season
42 bu.
411-9/15
163
0
0 `
brig.
163
65.11
0.00
358.10
0.00
11475A
Pull 12B
S7
Torhunta
5.50
5.50
Soybeans, Manured, Full Season
42 bu.
411-9/15
163
0
0-
Irrig.
163
65.11
0.00
358.10
0.00
11475A
Pull 12C
S7
Torhunta
3.20
3.20
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0 1
Irrig.
163
65.11
0.00
208.35
0.00
11475A
Pull 12D
S7
Torhunta
3.20
3.20
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig,
163
65.11
0.00
208.35
0.00
11475A
Pu1121
S7
Torhunta
5.10
5.10
Soybeans, Manurcd, Full Season
42 bu.
4/1-9115
163
0
0
Irrig.
163
65.11
0.00
332.06
0.00
11475A
Pull 22
S7
Torhunta
4.50
4.50
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
292.99
0.00
11475A
Puli 23
S7
Torhunta
2.20
2.20
Soybeans, Manured, Full Season
42 bu.
411-9/15
163
0
0
Irrig.
163
65.11
0.00
143.24
0.00
11475A
Pull 31A
S7
orhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0 1
Inig.
163
65.11
0.00
449.25
0.00
11475A
Pull 313
S7
Torhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
brig.
163
65.11
0.00
449.25
0.00
11475A
Pull 32A
ST
Torhunta
5.70
5.70
Soybeans, Manured, Full -Season
42 bu.
4/1-9/15
163
0
0 1
Irrig.
163
65.11
0.00
371.12
0.00
11475A
Pull 32B
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
Trig.
163
65.11
0.00
371.12
0.00
11475A
Pull 32C
S7
Torhunta
2.90
2.90
Soybeans, Manured, Full Season
42 bu.
411-9/15
l63
0
0
brig.
163
65.11
0.00
188.82
0.00
11475A
Pull 32D
S7
Torhunta
2.90
2.90
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
lrtig.
163
65.11
0.00
188.82
0.00
11475A
Pull 41
S7
Torhunta
6.30
6.30
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Mg.
1 163
65.11
0.0
410.19
0.00
11475A
Pull 42A
S7
Torhunta
4.60
4.60
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
brig.
163
65.11
0-00
299.50
o.do
11475A
Pull 42B
S7
Torhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
Irrig.
163
65.11
0.00
449.25
0.00
11475A
Pull 43A
S7
Torhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
449.25
0.0
11475A
Pull 43B
S7
Torhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
411-9/15
163
0
0
brig.
163
65.11
0.00
449.25
0.00
11475A
Pu1144A
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
Irrig.
163
65.11
0.00
371A2
0.00
31475A
Put! 44B
S7
Torhunta
1.90
1.96
Soybeans, Manured, Full Season
42 bu.
411 9/15
163
0
0
Img.
363
65.11
0.00
123.711
0.00
314765 Database Version 3.1 Date Printed: 9/18/2007 WUT Page Page 4 of 5

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
FerL
Nutrient
Applied
(lbs1A)
Res.
(lbslA)
Applic.
Method
Manure
PA
NutricnLA
pplied
(lbslA)
Liquid
ManuicA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
I
N
N
1000
ga11A
Tons
1000 gals
tons
11475A
Pull 45A
S7
Torhunta
4.80
4.80
Soybeans, Manured, Full Season
42 bu.
411-9/15
163
0
0
brig.
1 163
65.11
0.0
312.52
0.00
11475A
Pull 45B
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
Inig.
163
65.11
0.00
371.12
0.00
11475A
Pull 45C
S7
Torhunta
2.70
2.70
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
175.79
0.00
l l475A
Pull 45D
S7
Torhunta
2.90
2.90
Soybeans, Manured, Full Season
42 bu.
411-9/15
16.3
0
O.
brig.
163
65.11
0.00
188.82
0.00
11475A
Pull 46A
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig.
163
65.111
0.00
371.12
0.00
11475A
Pull 46B
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
brig.
163
65.11
0.00
371.12
0.00
11475A
Pull 46C
S7
Torhunta
2.90
2.90
Soybeans, Manured, Full Season
42 bu.
411-9/15
163
0
0
brig.
163
65.11
O.OQ
188.82
0.06
11475A
Pull 46D
S7
Torhunta
2.90
2.90
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
brig.
163
65.11
0.00
188.82
0.00
11475A
Pull 51A
S7
Torhunta
7.20
7.20
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig.
163
65.11
0.00
468.78
0.00
11475A
Pull 51 B
S7
Torhunta
7.20
7.20
Soybeans, Manured, Full Season
42 bu.
411-9/15
163
0
0
Irrig.
163
65.11
MO
468.781
0.00
11475A
Pull 52A
S7
Torhtmta
1.70
1.70
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
brig.
163
65.11
0.00
I10.69
0.0
11475A
Pull 52B
S7
Torhunt2
5.40
5.40
Soybeans, Manured, Full. Season
42 bu.
4/1-9/15
163
0
0
brig.
163
65.11
0.00
351.59
0.00
Total Applied, 1000 gallma
10,860.16
Total Produced, 1000 gallons
14,238.72
Balance, loo0ggllans
3,378,5
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: I . In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
314765 Database Version 3.1 Date Printed: 9/18/2007
WUT Page Page 5 of 5

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event_
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
11475A
Pull 1IA
Torhunta
0.45
1.0
11475A
Pull IIBTorhunta'
0.45
1.0
11475A
Pull12A
Torhunta
0.45
1.0
11475A
Pull12B
Torhunta
0.45
1.0
11475A
Pull12C
Torhunta
0.45
1.0
11475A
Pull12D
Torhunta
0.45
1.0
11475A
Pull21
Torhunta.
0.45
1.0
11475A
Pull22
Torhunta
0.45
1.0
11475A
Pull23
Torhunta
0.45
1.0
11475A
Pull31A
Torhunta,
0.45
1.0
11475A
Pull 31 B
Torhunta
0.45
1.0
11475A
Pull32A
Torhunta
0,45
1.0'
11475A
Pull32B
Torhunta
0.45
1.0
11475A
Pull 32C
Torhunta
0.45
1 A
11475A
Pull32D
Torhunta
0.45
1.0
11475A
Pull 41
Torhunta,
0.45
1.0
11475A
Pull42A
Torhunta
0.45
1.0
11475A
Pull42B
Torhunta
0.45
1.0
11475A
Pull43A
Torhunta
0.45
1.0
11475A
Pull43B
Torhunta
0.45
1.0
I1475A
Pull'44A
Torhunta
0.45
1.0
11475A
Pull44B
Torhunta
0.45
1.0
11475A
Pull45A
Torhunta
0.45
1.0
11475A
Pull45B
Torhunta
0.45
1.0
11475A
Pull45C
Torhunta
0.45
1.0
11475A
Pull45D
Torhunta
0.45
1.0
11475A
Pull46A
Torhunta
0.45
1.0
11475A
Pull46B
Torhunta
0.45
1.0
11475A
Pull46C
Torhunta
0.45
1.0
11475A
Pull46D
Torhunta
0.45
1.0
11475A
Pull51A
Torhunta
0.45
1.0
11475A
Pull 51 B
Torhunta
0.45
I.0
314765 Database Version 3.1 Date Printed 9/18/2007 IAF Page Page 1 of 2
NOTE: Svmbol • means user entered data.

V - I
Irrigation Application Factors
Application Rate
Application Amount
Tract
Field
Soil Series
(inches/hour)
(inches)
11475A
Pull 52A
Torhunta
0.45
1.0
11475A
Pull52B iTorhunta
0.45
1.0
J
314765 Database Version 3.1 Date Printed 9/18/2007 LU Page Page 2 of 2
NOTE: Symbol * means user entered data.

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North Carolina Department of Environmental Quality
Pat McCrory
Govemor
Michael Shaw
MKJS Farm Sites 1-3
PO Box 2195
Elizabethtown, NC 28337
Dear Michael Shaw:
September 25, 2015
Donald R. van der Vaart
RE pawow Secretary
VWWOUS
SEP 2 9.2614'
-FOyMMM e9kMW0T=
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090020
MKJS Farm Sites 1-3
Animal Waste Management System
Bladen County
The Division of Water Resources (Division) received your sludge survey information on
September 24, 2015. With the survey results, you requested an extension of the sludge survey
requirement for the Lagoon # 3 at the-MKJS Farm Sites 1-3 facility. Due to the amount of
treatment volume available, the Division determines that a sludge survey is needed by 2016 for
this lagoon.
The next sludge survey for the lagoons at this facility should be performed before December 31,
2016.
Please call me at [phone] if you have any questions.
Sincerely,
J.R. Joshi
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS090020
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Intemet: hitp:/twww.ncwater.org
An Equal opportunity 1 Atfirmative ACGon Employer - Made in part by recycled paper

DKW
fivr-'A�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Michael Shaw
MKJS Farm Sites 1-3
PO Box 2195
Elizabethtown, NC 28337
Dear Michael Shaw:
Charles Wakild, P. E.
Director
December 17, 2012
DENR_FRO
DEC } 9 2o12
Dwo
Dee Freeman
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090020
MKJS Farm Sites 1-3
Animal Waste Management. System
Bladen County
The Division of Water Quality (Division) received your sludge survey information on November
16, 2012. With the survey results, you requested an extension of the sludge survey requirement
for the three lagoons at MKJS Farm Sites 1-3 facility. Due to the amount of treatment volume
available, the Division agrees that a sludge survey is not needed until 2014 for all three lagoons.
The next sludge survey for the lagoons at this facility should be performed before December 31,
2014. Thank you for your attention to this matter. Please call me at [phone] if you have
any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS090020
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604
Phone: [phone] % FAX: 919-W7-6496
Internet www.ncwaterqualh.gM
No hCarolina
) � AM71!Y
An Equal Opportunity 1 Atfimiative Action Employer

0.F WATT Michael F. Lasley, Govern,
ot t✓ William G. Ross Jr., Scerelary
rNorth Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.:. Director
Division or Watcr Quality
July 28, 2006
Mike Shaw
MKJS Farm Sites 1-3
PO Box 2195
Elizabethtown, North Carolina 28337
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. NCA209020
MKJS Farin Sites 1-3
Animal Waste Management System
Bladen County
Dear Mr. Shaw:
The Division of Water Quality (Division) received your sludge survey information on July 19,
2006. With your results, you requested that sludge surveys for Lagoons 1 and 3 at the MKJS
Farm Sites 1-3 facility not be required until 2008. Due to the amounts of treatment volume
available, the Division agrees that sludge surveys are not needed until 2007 to meet the
requirement for a sludge survey in the year of permit renewal. The results of the 2007 sludge
surveys are to be submitted with the Annual Certification Form that will be due on March 1,
2008. Thank you for your attention to this matter. If you have any questions, please contact me
at [e-mail] or by prone at [phone],
Sincerely,
Duane Leith
Environmental Engineer
cc: Fayetteville Regional Office, Aquifer Protection Section
AFO Central Files
Aquifer Protection Section 1636 Mail Service Ceuler
Internet: www. cwater ualit y.or Location; 2728 Capital Boulevard
An Equal Opportun4/AlOrrnativa Action Employer— 50% Recycled/10% Post Consumer Paper
No hCarolina
Jl atrrrally
Raleigh, NC 27699-1636 Teletthnuc: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

Revels, Ricky
From: Guyton, Steve
Sent: Monday, February 08, 2010 9:33 AM
To: Revels, Ricky; Marble, Robert; Schneier, Joan; Barnhardt, Art
Subject: new freeboard
Mike Shaw 09-20 201000562

Michael F. Easley, Governor
o�oF warFgQG
RECEIVED
UMP - FAYSTtYLLE REGIONALOFF]CE
Mike Shaw
MKJS Farm Sites 1-3
PO Box 2195
Elizabethtown, North Carolina 28337
Dear Mr. Shaw:
July 28, 2006
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
@1QEv__U__Mn
Quality
I
Subject: Sludge Survey Testing Dates 9 - 2 D
Certificate of Coverage No. NCA209020
MKJS Farm Sites 1-3
Animal Waste Management System
Bladen County
The Division of Water Quality (Division) received your sludge survey information on July 19,
2006_ With your results, you requested that sludge surveys for Lagoons 1 and 3 at the MKJS
Farm Sites 1-3 facility not be required until 2008. Due to the amounts of treatment volume
available, the Division agrees that sludge surveys are not needed until 2007 to meet the
requirement for a sludge survey in the year of permit renewal. The results of the 2007 sludge
surveys are to be submitted with the Annual Certification Form that will be due on March 1,
2008. Thank you for your attention to this matter. if you have any questions, please contact me
at [e-mail] or by phone at [phone],
Sincerely,
Duane Leith
Environmental Engineer
cc: Fayetteville Regional -Office, Aquifer Protection Section- ,
AFO Central Files
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqualitv.org Location: 2728 Capital Boulevard
An Equal Opportun4lAffirmative Action Employer- 50% Recydedll0% Post Consumer Paper
t?o ` Carolina
JII tura!!y
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 20, 2010LIKIECEIVED
Michael H. ShawP. O. Box 2195Elizabethtown, NC 28337 00N,gl0FHCE
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090020
MKJS Farm Sites 1-3
Animal Waste Management System
Bladen County
Dear Mr. Shaw:
The Division of Water Quality (Division) received your sludge survey information on December
3, 2009. With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the MKJS Farm. Due to the amount of treatment volume available, the Division
agrees that a sludge survey is not needed until 2012.
The next sludge survey for the lagoon at MKJS Farm should be performed before December 31,
2012. Thank you for your attention to this matter. Please call me at [phone] if you have
any questions.
Sincerely,
w c�
arry W. Wade PE
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS090020
1636 Maif Service Center, Raleigh. North Carolina 27699-1636
Location: 2728 Caoital Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAY,: 919-715-0588 l Customer Service: 1-877-623-674E
inmrnet www ntwatemijAIity nm
NorthCarolina
Naturally
An,, Emjal OrmonllfllN %Af irrrxmv Action Emnlnve-

�ereiued� 4a131io�-�i"3p7"�� bySC�
z i ►n-'6 01;W4ro 3 q 3 5_
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 09-20 County: Bladen
Facility Name: MKJS Farms
Certified Operator Name: Michael H. Shaw Operator: # 6306
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): X X X
Spillway (Yes or No): N N N
Level (inches): 1$ . _21 _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 Ill- 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
.. X.
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:
12/30/08
I hereby certify that I have reviewed the information listed above and included within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct.
Facility Ownef/Manager (print)
Facil
anager. (signature)
Phone:
Date:
PoA Cover Page 2121100

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): 1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = - 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 14656$ ft'
e. line c/12 x line d x 7.48 gallonslft' 91361 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 190356 ft3
h. current herd # 1-5-3-60-1 certified herd #1 15360
actual waste produced = current herd # x line g = 190356 fts
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 9/24I2008
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)
0 ft3
77000 ft3
333304 gallons
1.40 lbs11000 gal.
594.5 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.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 21.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = -2 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 165856 ft2
e. line c112 x line d x 7.48 gallons/W-206767 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 210994.7 ft3
h. current herd # l —53-6--01 certified herd #1 15360
actual waste produced = current herd # x line g = 210995 fts
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 9/24/2008
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)
0 ft3
77000 ft3
359033 gallons
1.20 Ibs11000 gal.
182.7 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): 3
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm S 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/fe
3. Projected volume of waste liquid produced during draw down period
18.0 inches
19.0 inches
1.0 inches
87376 ft2
54464 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 105497.3 ft3
h. current herd # 15360 certified herd #1 15360
actual waste produced = current herd # x line g = 105497 ft'
certified herd #
i. volume of wash water according to structural design fts
j. excess rainfall over evaporation according to design 77000 W
k. (lines h + i +j) x 7.48 x 30 days/line f= 227513 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 9/24/2008 1.20 Ibs/1000 gal.
m. ({lines e + k)/1000) x line 1= 338.4 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON -SITE.
(Click on the next Structure tab showti below)
PoA (30 Day) 2/21/00

11. 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: 3
line m =
338.4 lb PAN
2. Structure ID: 2
line m =
182.7 lb PAN
3. Structure ID: 1
line m =
594.5 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+'5+6= 1115.6 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 ERR
2 PAN balance
(lblacre)
t TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
11475A
Pull 11A
Wheat
5.70
91.00
518.7
Sept -April
11475A
Pull 11 B
Wheat
6.90
91.00
627.9
Se t-A ril
11475A
Pull 12A
Wheat
5.50
91.00
500.5
Sept -April
11475A
Pull 12B
Wheat
5.50
91.00
500.5
Sept -April
'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} = 2147.6 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1115.6 lb. PAN
POA (30 Day) 2/21100

x. Crop's remaining PAN balance (line v from section 111) = 2147.6 lb. PAN
y. Overall PAN balance (w - x) _ .1032 Ib. PAN
y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
.d on new information. If new fields are to be included as an option for lowering lagoon level, add these
s to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
her permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
PoA (30 Day) 2/21/00

0
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;r�..
�-T-h6 table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
aie also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Craps Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
11475A
Pull 11 A
5.70
5.70
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
i 1475A
Pull I IB
6.90
6.90
NIA.
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 12A
5.50
5.50
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 12B
5.50
5.50
NIA
ITorhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 12C
3.20
3.20
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 12D
3.20
3.20
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 21
5.10
5,10
NIA
Torbunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 22
4.50
4.50
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 23
2-20
2.20
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 31 A
6.90
6.90
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 31B
6.90
6.90
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 32A
5.70
5.70
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 32B
5.70
5.70
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
' Pu1132C
2.90
2.90
NIA
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 32D
2.90
2.90
N/A
Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 41
6.30
6.30
NIA
Torhunta
Wheat, Grain
55 bu.
752447 Database Version 3A Date Printed 9/14/2007
PCs Page Page 1 of 3
NOTE: Symbol * means user entered data.

planned Crops Summary
Tract
Field
Total
Acres
useable Leaching
Acres index (LI) Soil Series
Crop Sequence
RYE
Soybeans, Manured, Double Crop
35 bu.
11475A
Pul142A
4.60
4.60 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 42B
6.90
6.90 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
I I475A
Pull 43A
6.90
6.90 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 438
6.90
6.90 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 44A
5.70
5.70 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop,
35 bu.
11475A
Pu1144B
1.90
1.90 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 45A
4.80
. 4.80 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 4513
5.701
5.70 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manurcd, Double Crop
35 bu.
11475A
Pull 45C
2.70
2.70 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 45D
2.90
2.90 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 46A
5-70
5.70 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 46B
5.701
5.70 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 46C
2.90
2.90 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 46D
2.901
2.90 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 51 A
7.20
7.20 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull SIB
7.201
7.20 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
11475A
Pull 52A
1.70
1.70 NIA Torhunta
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
752447 Database Version 3.1 Date Printed 9/14/2007
PCS Page Page 2 of 3
NOTE: Symbol * means user entered data.

-ja ed Crops Summary Total Useable Leaching
Tract Field Acres Acres Index (LI) Soil Series
YY
11475A Pull 52B 5.40 5.40 NIA Torhunta
PLAN TOTALS: 166.80 166.80
Crop Sequence RYE
Grain 55 bu.
is. Manured, Double Crop 35 bu.
LI
Potenfial.Leaching
Tecluiical.Cruids nc'e .; .
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone. '
�— 2 &
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
nutrient leaching below the root zone.
<= 10
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
10
Examples are Cowl Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term
No -Till (778), and edge -of --field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
752447 Database Version 3.1 Date Printed 9/14/2007
PCS Page Page 3 of 3
NOTE: Symbol 4 means user entered data.

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r
CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: Nei -]� ��__
Manager or Producer ACO
Technical Specialist:
Facility Contact:
Mailing Address:
Facility Number: -
Phone #
Phone c Z - 3/=?
,411, /<e -�a ,) Phone # `3/r- SG 2 —S-i l
Was farm sited for animals prior to 10l1l95Ci4&0
If No, date farm sited for animals:
Irrigation System Type
(Check all that apply)
Stationary sprinkler with permanent pipe
Stationary sprinkler with portable pipe
Stationary gun with permanent pipe
Stationary gun with portable pipe
Center -pivot system
Linear -move system
y/, Hose drag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form 1RR-2.
To the best f knowledge, this orksheet(s) and map(s) provides an accurate
represen io f the sys em u o irrigate the animal waste generated by this operation.
Signature ger.or Producer) Date

CAWMP HARD -HOSE TRAVELER FIELD DATA SHEET
1. Make and model number h6- R,,i.
2. Hose Iength and hose inside diameter (ID)
3. Gun make and model number
4. Gun nozzle size 08 inch, k ring orifice, taper bore orifice.
(May need to measure nozzle diameter.)
5. Hydrant spacing a'? 3o feet. Indicate whether i, uniform, random.
Number of exterior hydrants Number of interior hydrants
6. Operating pressure at hose reel 10 -g psi.
observed at working gauge, provided by owner. J
7. Gun wetted diameter 3,00 feet.
measured, �( based on gun chart.
8. Gun pressure 60 psi. r
observed at working gauge, based on calculations (show calculations),
determined from gun charts.
**9. Supply line size 6 inch (from pump to last hydrant).
** 10. Supply line length 5,11oC feet (maximum pwnping distance). r,, t, `i
**1 I. Supply line type C 206 PVC, aluminum.
* * 12. Pump make and model number 'j�; e,-jlcx 1 _ S � 7. Is f- k,
* * 13. Pump capacity, O 0 gpm. @-
** 14. Engine make and model number -3-0 Q�ti�e-� f.z �`� � Or
* * 15. Electric motor horsepower and rpm hp rpm
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
* Locate each hydrant on a copy of the trap. Indicate the start and stop of the sprinkler cart fbr
each travel lane and show distance traveled. Also indicate the normal arc angle of the gun fbr
each pull through a field. Show the location of the supply line. Irrigated acres will be
determined by travel lane
** Optional data, furnish where possible.
Information furnished by
T I-.
Siatur' Ov r or Facility Representative
I
Signature of Technical Specialist
�f
�
!yu � GJL�•
�`
c�Wyt'} I/ -GI
C7 l/t/L`-�`r�'f r�-�
Owner or Facility Representative
Printed name of Technical Specialist
Date
Date
** * Only the person or persons collecting the data should sign the data sheet.

r�
- i CAWMP WETTABLE AC >E NAL WORKSHEET
1. Farm Number (Identification) / f �7Cj Field Number Identification 2 Z �� n
2.. Irrigation System Designation pl Existing Irrigation System
New / Expanded Irrigation System
3. Type of Irrigation System
Stationary Sprinkler Hard -Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes # Exterior Lanes
S. Wetted Diameter 3 DD [feet] From field data sheet J-V 00 G�1C' ength of pull [f ect 1
6. Spacing Lateral / Hydrant Spacing [feet] 2b [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of �vcrrcd diamcrerl
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/1-lydr,mis
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location.
Stationary Sprinklers
Acres p ntenor sprinkler from Tab( Column
Acres r Exterior sprinkler from Y.able Column
--- -----
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column _
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]} / 43,560
(c) Acres stop end of pull from Table _ (.QlunM
Total acres for Interior pull (Surn: a 4- h + c)
Traveler: Exterior Hydrant (travel lane)
�u t� 24 2 l3 X ,77 (a) Acres start end of pull from Table Cz'8o Column
/,7,$ (b) Acres middle portion of pull ~
(Pull Length /,?,* feet] X Wetted Width 2, o_ [feet])/ 43,560
(c) Acres stop end of pull from Table Colnn-ffl
I3,3zTotal acres for Exterior pull (Sum: a + b + c)
0 �L -Z 70 + So � o
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers cr pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls — :acres
(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls = -ACres
q, cd Total Wettable Acre for field (Sum: 9a + 9b) (.
�� `� 7 `t
Wettable Acre Computational Worksheet Completed by: � ��. - �— Date: `�

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSH EET
1. Farm Number Identification J—% 14f7 Field Number Identification
2. Irrigation System Designation Existing Irrigation System
New / Expanded Irrigation System
.3. Type of Irrigation System Stationary Sprinkler X Hard -}-lose Travelcr
Center Pivot Linear -move Sysic rm
4. Number of Stationary Sprinklers # Interior sprinklers 4 ] xterior sprinklers
Number of Travel Lanes # Interior Lanes 3 9 Exterior Lanes
5. Wetted Diameter _ 500 [feet] .From field data sheet J QDO e�a, Length of -pull [felt]
w�-
6. Spacing '2110 Lateral / Hydrant Spacing [feet] [as percentage of wetted dianictcr?
Sprinkler spacing along lateral [feet] [as perccrstage of «,cttcd di.uneterj
7. Sprinkler or Hydrant Layout �C Multiple Lateral s/I-fydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrant s
S. Read the irrigated area pet sprinkler/travel pull for the given wet.rM di meter from the appropriate tabale
and column based op tern, spacing, and sprinkler/travel lane Iota on.
Stationary -Sprinklers ?
jA�r�s per Interior sprinkler from ; ,Table Column
cres per Exterior sprinkler from �. i'ab]e —� Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table _ Column _
(b) Acres middle portion of pull
(Pull Length_ [feet] X Wetted Width [feet]) /43,560
(c) Acres stop end of pull from Table _ C011lnln _- -
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
f/fir 113 ax p 77 (a) Acres start .end of pull from Table E-eWO Column _
2 /j �13 .11, l bl I (b) Acres middle portion of pull
{Pull Length goo [feet] X Wetted Width [feet]}/ 43,560
(c) Acres stop end of pull from Table--- Column _
10 Total acres for Exterior pull (Sum: a + b + c)
h3Lf,Iq Goo K �-70 4-, 7-7
9- Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or ptri!>
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X 9 Sprinklers or fulls =
Q (b) Acres per Exterior Sprinkler or Pull X _ - 9 Sprinklers or Pulls � _ � _ Acres
21. q Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet.Completed by: t� R Date:
��, � ��,� _

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEL
I- Farm Number (Identification) j l 1415s 1100S Field Number (Identification)
2. Irrigation System Designation
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler
Center Pivot
# Interior sprinklers
# Interior Lanes o`
1-lard-hose Traveler
Linear -move System
4 Exterior sprinklers
# Exterior Lanes
5- Wetted Diameter pD t? [feet] From field data sheet 00f -t Length ofpu€l [feet]
6. Spacing Lateral / Hydrant Spacing [feet] [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout c Multiple Laterals/Hydrants
. Single Lateral/Hydrant Excessively spaced Sprinklers/hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on pattern, spacing, and sprinkler/travel lane location -
Stationary Sprinklers
Acres per Interior sprinkler from Table Column �T
Acres per Exterior sprinkler from Table Column
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table _T Column
(b) Acres middle portion of pull
Pull Length [feet] X Wetted Width [feet] } / �13,SG0
(c) Acres stop end of pull from Table Column
T Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior. Hydrant (travel lane)
2A.r Z 3 � I A, 3 Q j 2 ,yo,77 (a) Acres start end of pull from Table [,,"Z�P Column �3
A-) 5 ��S i3 G A-, 613 211.13 (b) Acres middle portion
.2 (PuII Length 147o eel X Wetted Width -10 [feet]}/ 43,560
(c) Acres stop end of pull from Table _ Column —____
36. Total acres for Exterior pull (Surn: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulls
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
30,a7(b) Acres per Exterior Sprinkler or Pull X # Sprinklers or Pulls =
61.3� Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: { ` - r Date f . ?_
-C_ _ �_

CAWMP WETTABLE ACRE COMPUTATIONAL WORKSHEET
�a.q
I. Farm Number (Identification) I I t? 0 S Field Number (Identification)
/-- 2. Irrigation System Designation V
3. Type of Irrigation System
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler I•fard-Hose Traveler
Center Pivot Linear -move System
4. Number of Stationary Sprinklers # Interior sprinklers # Exterior sprinklers
Number of Travel Lanes # Interior Lanes o2 # Exterior Lanes
5. Wetted Diameter �a [feet] From field data sheet l' 0O0 w{ Length of pull [feet]
6. Spacing 210 Lateral / Hydrant Spacing [feet] ; �_ � [as percentage of wetted diameter]
Sprinkler spacing along lateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout Multiple Laterals/Hydrants
. Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
8. Read the irrigated area per sprinkler/travel pull for the given wetted diameter from the appropriate tabale
and column based on. pattern, spacing, and sprinkler/travel lane location_
StationarySprinklers
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column _
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width __ f feet] � 143,560
(c) Acres stop end of pull from Table Column
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
J lZk 77 (a) Acres start end of pull from Table 'n�EO Column 6
J 2, a (b) Acres middle portion of pull
{Pull Length IgSO [feet] X Wetted Width [feet])/43,560
(c) Acres stop end of pull from Table Column --
13, W-Total acresTor Exterior pull (Sum: a +l b + c)
9. Multiply the tabula ed irrigated acreage value per sprinkler or travel ull by the number of sprinklers or pulls
of each category in the field S all of these and this is the to , 'gated acreage for the field.
r
i`
(a) Acres per I erior Sprinkler or Pull X i/ # Sprinklers or Pulls = Acres
(b) Acres per' xterior Sprinkler or Pull X # Sprinklers or Pulls = Acres
;�2. 21 Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: �— . (- .Ufe�'� - t�.- ,�. Datc: ���_ �r;

( y;,
if
CAWMP WETTABLE ACRE MPUTATIONAL WORKSHEET
1 _ Farm Number (Identification) i `{ S Field Number (Identification)
2. Irrigation System Designation J�
3. Type of Irrigation System
4. Number of Stationary Sprinklers
Number of Travel Lanes
Existing Irrigation System
New / Expanded Irrigation System
Stationary Sprinkler
Center Pivot
# Interior sprinklers
#.Interior Lanes
Hard -Hose Traveler
Linear -move Systzn
# Exterior sprinklers
# Exterior Lanes
5_ Wetted Diameter D [feet] From field data sheet 1 Length of pull [feet]
6. Spacing Lateral / Hydrant Spacing [feet] !L[as percentage of wetted diameter)
Sprinkler spacing along Iateral [feet] [as percentage of wetted diameter]
7. Sprinkler or Hydrant Layout _ K. Multiple Laterals/Hydrants
Single Lateral/Hydrant Excessively spaced Sprinklers/Hydrants
S. Read the irrigated area per spri r/travel pull for the iven wetted diameter from the appropriate tabale
and column based on patter s cing, and sprinkler/tr vel ane location.
Stationary -Sprinklers ; IJ
Acres per A"terior sprinkler from Table Column
Acres pWExtenotr-sprink]er from Table CoIum
Traveler: Interior Hydrant (travel lane)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull
(Pull Length [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column —_—
Total acres for Interior pull (Sum: a + b + c)
Traveler: Exterior Hydrant (travel lane)
=p 7 . (a) Acres start end of pull from Tablet c7 Column _
a, Q1 (b) Acres middle portion of pull
{Pull Length Sso [feet] X Wetted Width � 70 [feet])/ 43,560
(c) Acres stop end of pull from Table Column _
Total acres for Exterior pull (Sum: a + b + c)
9. Multiply the tabulated irrigated acreage value per sprinkler or travel pull by the number of sprinklers or pulk
of each category in the field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Interior Sprinkler or Pull X # Sprinklers or Pulls = Acres
j9 (b) Acres per Exterior Sprinkler or Pull X �— # Sprinklers or Pulls = 6. Acres
Total Wettable Acre for field (Sum: 9a + 9b)
Wettable Acre Computational Worksheet Completed by: 1 �- — Date:

Phosphorus Loss Assessment Tool Completion
Name of Facility: MKTS Farms
Owner(s) Name: Mike Shaw
Mailing Address: P O Box 2195, Elizabethtown, NC 28337
Check the appropriate box below, and sign at the bottom:
h No fields received a high or very high rating.
Facility No. 9-20
Phone [phone]
❑ Yes, the fields listed below received a high or very high rating:
Field Number Size (Acres) Rating (High or Very Hith)
Please use as many additional attachment forms (PLAT-A-10-31-03) as needed for additional fields.
By completing the above section and any additional attachments and by signing this form, the facility
owner and Technical Specialist acknowledge all application fields were evaluated using the Phosphorus
Loss Assessment Tool. All necessary calculations were completed to conduct the Assessment. A copy will
be kept on site with the Certified Animal Waste Management Plan. Any future modifications must be
approved by a technical specialist and filed with the Soil and Water Conservation District prior to
implementation. Waste plans with fields having a high or very high rating will have to be modified to
address phosphorus loss by the next permit cycle beginning July, 2007.
Owner Name: Mik aw
ti Iwner Signature: Date: —/Q -
Technical Specialist Narne: Ed Holland
Technical Specialist Signature: Date: O
Affiliation:N C Division of Soil & ate, Conservation Phone No: 862-317 Ext.3
Submit this form to:
Attn: Keith Larick
Non -Discharge Compliance and Enforcement Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
PLAT-12-11-03

NCANAT`Version: 1.54
PLAT -Results For: Bladen 6/9/2004 3:19:48 PM
INPUTS
Calendar Year:
2004
County:
Bladen
Producer Identifier:
Mike Shaw 09-20
Tract Number:
T-11005
Field Number:
1 3
Soil Series:
Tr: TORHUNTA MUCKY SANDY LOAM
Crop:
soybeans (Double Cropped -
Manured) Conservation
Tillage - high residue
BMPs:
Vegetative Buffer Width
= 15 ft.
Fertilizers:
Swine -Lagoon liquid
Yearly Applied Amount:
1.7 ac in
Lb P205:
33.4 1b
Application Method:
All other surface
applications
Soil Loss:
.04 t/ac/yr
Receiving Slope Distance
0-9 ft
Soil Test 0" - 4"
95
WV Factor (DATABASE)
1
artificial Drainage System:
YES
)rainage Spacing:
200 ft
)rainage Depth:
30 in
OUTPUTS
A. _CULATE P -
0
DLUBLE P =
5
?ACHATE P =
0
)URGE P -
3
)TAL P RATING =
8 (LOW)

NCANAT'Version: 1.54
PLAT Results For: Bladen 6/9/2004 3:20:12 PM
_-lendar Year:
County:
Producer Identifier:
Tract Number:
Field dumber:
Soil Series:
Crop:
Tillage - high residue
BMPs:
Fertilizers:
applications
Soil Loss:
Receiving Slope Distance
Soil Test 0" - 4"
WV_Factor (DATABASE)
krtificial Drainage System
Drainage Spacing:
)rainage Depth:
A "CULATE P = 0
OLUBLE P - 6
�ACHATE P = 0
)URCE P = 3
)TAL P RATING = 9 (LOW)
INPUTS
2004
Bladen
Mike Shaw 09-20
T-11005
2 q..
Tr: TORHUNTA MUCKY SANDY LOAM
Soybeans (Double Cropped -
Manured) : Conservation
Vegetative Buffer Width
= 15 ft.
Swine -Lagoon liquid
Yearly Applied Amount:
1.7 ac in
Lb P205:
53.4 lb
Application Method:
All other surface
.04 t/ac/yr
0-9 ft
127
1
YES
200 ft
30 in
OUTPUTS

NCANAT`Version: 1.54
PLAT Results For: Siaden
. alendar Year:
County:
Producer Identifier:
Tract Number:
Field Number:
Soil Series:
Crop:
Tillage - high residue
BMPs:
Fertilizers:
applications
Soil Loss:
Receiving Slope Distance
Soil Test 0" - 411
WV Factor (DATABASE)
lrtificial Drainage System:
)rainage Spacing:
frainage Depth:
z LCULATE P = 0
DLUBLE P = 5
;ACHATE P = 0
r
6/9/2004 3:20:37 PM
)URCE P = 3
,TAL P RATING = 8 (LOW)
INPUTS
2004
Bladen
Mike Shaw 09-20
T-11005
3A
Tr: TORHUNTA MUCKY SANDY LOAM
Soybeans (Double Cropped - Manured) : Conservauion
Vegetative Buffer Width - 15 ft.
Swine -Lagoon liquid
Yearly Applied Amount: 1.7 ac in
Lb P205: 53.4 lb
Application Method: All other surface
.04 t/ac/yr
0-9 ft
97
1
YES
200 ft
30 in
OUTPUTS

NCANAP Version: 1.54
PLAT Results For: Bladen
i
6/9/2004. 3:20.57 PM
L_ .lendar Year:
County:
Producer Identifier:
Tract Number:
Field Number:
Soil Series:
Crop:
Tillage - high residue
BMPs:
Fertilizers:
applications
3oi.l Loss:
Receiving Slope Distance
)oil Test 0" - 4"
WV Factor (DATABASE)
artificial Drainage System
)rainage Spacing:
)rainage Depth:
�" CULATE P = 0
)LUBLE P = 6
'ACHATE P - 0
IURCE P - 3
TAL P RATING = 9 (LOW)
INPUTS
2004
Bladen
Mike Shaw 09-20
T-11005
3B
Tr: TORHUNTA MUCKY SANDY LOAM
Soybeans (Double Cropped -
Manured) : Conservation
Vegetative Buffer Width
= 15 ft.
Swine --Lagoon liquid
Yearly Applied Amount:
1.7 ac in
Lb P205:
53.4 lb
Application Method:
Ail other surface
04 t/ac/yr
0-9 ft
129
1
YES
200 ft
30 in
OUTPUTS

NCANAT Version: 1.54
PLAT Results For: Bladen
f
6/9/2004 3:22:15 PM
C_iendar Year:
County:
Producer Identifier:
Tract Number:
Field Number:
Sbil Series:
Crop:
Tillage - high residue
BMPs:
Fertilizers:
applications
Soil Loss:
Receiving Slope Distance
Soil Test 0" - 4"
WV Factor (DATABASE)
krtificial Drainage System
)rainage Spacing:
)rainage Depth:
A CULATE P - 0
OLUBLE P = 4
EACHATE P = 0
DURCE P = 3
)TAL P RATING = 7 (LOW)
INPUTS
2004
Bladen
Mike Shaw 09-20
T-110 5
4A
Tr: TORHUNTA MUCKY SANDY LOAM
Soybeans (Double Cropped - Manured) : Conservation
Vegetative Buffer Width = 15 ft.
Swine -Lagoon liquid
Yearly Applied Amount: 1.7 ac in
Lb P205: 53.4 lb
Application Method: All other surface
_04 t/ac/yr
0-9 ft
72
1
YES
200 ft
30 in
OUTPUTS

NCANAT Version: 1.54
PLAT Results For: Bladen 6/9/2004 3:22:38 PM
r�.
u-iendar Year:
County:
Producer Identifier:
Tract Number:
Field Number:
Soil Series:
Crop:
Tillage - high residue
BMPs.
Fertilizers:
applications
Soil Loss:
Receiving Slope Distance
Soil Test 0" - 4"
WV Factor (DATABASE)
Artificial Drainage System
Drainage Spacing:
)rainage Depth:
iI ICULATE P = 0
OLUBLE P = 2
EACHATE P = 0
DURCE P = 3
)TAL P RATING = 5 (LOW)
INPUTS
2004
Bladen
Mike Shaw 09-20
T-11005
4B Cb
Tr: TORHUNTA MUCKY SANDY LOAM
Soybeans (Double Cropped - Manured) : Conservation
Vegetative Buffer Width = 15 ft.
Swine -Lagoon liquid
Yearly Applied Amount: 1.7 ac in
Lb P205: 53.4 lb
Application Method: All other sur.l-ace
.04 t/ac/yr
0-9 ft
48
1
YES
200 ft
30 in
OUTPUTS

NCANAT-Version: 1.54
PT,AT Results For: Bladen
6/9/2004 3:22:59 PM
ram,
L-i-endar Year:
County:
Producer Identifier:
Tract Number:
Field Number:
Soil Series:
Crop:
Tillage - high residue
BMPS :
Fertilizers:
applications
Soil Loss:
Receiving Slope Distance
Soil. Test 0" - 4"
WV Factor (DATABASE)
Artificial Drainage System:
Drainage Spacing:
)rainage Depth:
'P :CULATE P - 0
OLUBLE P - 5
EACHATE P 0
OURCE P - 3
DTAL P RATING = 8 (LOW)
INPUTS
2004
Bladen
Mike Shaw 09-20
T-11005
4C
Tr: TORHUNTA MUCKY SANDY LOAM
Soybeans (Double Cropped -
Manured) : Conservation
Vegetative Buffer Width
= 15 ft.
Swine -Lagoon liquid
Yearly Applied Amount:
1.7 ac in
Lb P205:
53.4 lb
Application Method:
All other surface
.04 t/ac/yr
0-9 ft
91
1
YES
200 ft
30 in
OUTPUTS

NCANAT, Version: 1.54
PLAN' Results For: Bladen
6/9/2004 3:23:16 PM
INPUTS
C— endar Year:
2004
County:
Bladen
Producer Identifier:
Mike Shaw 09-20
Tract Number:
T-11005
Field Number:
4D
Soil Series:
Tr: TORHUNTA MUCKY SANDY LOAM
Crop:
Soybeans (Double Cropped -
Manured) Conservation
Tillage - high residue
BMPs:
Vegetative Buffer Width
= 15 ft_
Fertilizers:
Swine -Lagoon liquid
Yearly Applied Amount:
1.7 ac in
Lb P205:
53.4 lb
Application Method:
All other surface
applications
Soil Loss:
.04 t/ac/yr
Receiving Slope Distance
0-9 ft
Soil Test 0" - 4"
65
WV Factor (DATABASE)
1
Artificial Drainage System:
YES
Drainage Spacing:
200 ft
Drainage Depth:
30 in
OUTPUTS
P: ICULATE P = 0
SOLUBLE P = 3
jEACHATE P = 0
;OURCE P = 3
'OTAL P RATING = 6 (LOW)
r-.

NCANAT Version: 1.54 '
PLAT'Results For: Bladen 6/9/2004 3:23:35 PM
INPUTS
C, �?ndar Year:
2004
County:
Bladen
Producer Identifier:
Mike Shaw 09-20
Tract Number:
T-11005
Field Number:
5
Soil Series:
Tr: TORHUNTA MUCKY SANDY LOAM
Crop:
Soybeans (Double Cropped -
Manured) Conservation
Tillage - high residue
BMPs:
Vegetative Buffer Width
= 15 ft.
Fertilizers:
Swine -Lagoon liquid
Yearly Applied Amount:
1.7 ac in
Lb P205:
53.4 lb
Application Method:
All other surface
applications
Soil Loss:
.04 t/ac/yr
Receiving Slope Distance
0-9 ft
Soil Test 0" - 4"
160
WV Factor (DATABASE)
1
Artificial Drainage System:
YES
Drainage Spacing:
200 ft
Drainage Depth:
30 in
P�_ _'ICULATE P = 0
SOLUBLE P - 8
LEACHATE P = 0
SOURCE P = 3
TOTAL P RATING =
11 (LOW)
OUTPUTS

Name of Facility:
Owner(s) Name:
Mailing Address
I JID
Wettable Acres
1" I,'4Ce 5�•�
rH a1! VII.LF REGIp OFRCf
ification
ty Number:_-�
'%62-It' `E1
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: fn; Ve. S
Owner Signature:
Technical Specialist Name:
.-Technical Specialist Signature
Date: 10 —t a - o 7
If assisted by an Irrigation Specialist or Professional Engineer please read and sign belo� -:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: SernrAyEtni lZe• 141G4r,Gk
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99

CAWMP i? c able Acre Traveling Gun Field Data sheet, 2120199
Hard Hose Traveling Gun System
FIELD DATA SHEEN`
1. Make and model numberpcss-,30
2. Hose length 110o [feet] and hose inside diameter (ID) 3 [inch]
3. Gun make and model number Al/-!5-0
4. Gun nozzle size _ 1. d S [inch], X ring orifice, taper bore orifice.
5. Gun arc angle Z30 [degrees]
6. Travel lane spacing �_ [feet]. Indicate whether _uniform, random.
Number of exterior hydrants Number of interior hydrants Ap- .
7- Gun wetted diameter 30 d [feet]- measured, X based on gun chart.
8. Gun pressure _60 [psi]. observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel psi]. observed at working gauge,
provided by owner.
* * 10. Supply he size 1, [inch] (from pump to last hydrant).
* * 11. Supply line length �o feet (maximum pumping distance).
* * 12. Supply line type CZo D PVC, aluminum.
* * 13. Pump make and model umber
* * 14. Pump capacity, 80 0 [gpm]-
** 15. Engine make and model number 0-1p R�,,,,,..r Vh ,
or
* * 16. Electric motor horsepower and rpm [hp] [rprn]
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined. -
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show distance traveled. Show the location of the supply line -
Irrigated acres will be determined by travel lane
** Optional data, furnish where possible.
*** Information furnished b
and/or
Signature of Owner or Facility Representative Vignature of Technical Specialist
Printed Nam of owner or facility Representative F'z rated mane of Technical 5peciallst
Date lb - �G o'�.. Date l o - to - a
* * * Only the person or persons collecting the data should sign the data sheet.

.(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELLR
IRRIGATION SYSTEM
-� !l�
1. Farm number (identification) number (identification) I1
2. Irrigation system designation >',_ Existing irrigation system New/expanded irrigation systent
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(Ll)
# Interior lanes f # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 300 [feet] from Field Data Worksheet
5. Spacing e 1 D Hydrant spacing [feet] '70 [as a percentage of wetted diameter]
6. Hydrant layout Y Multiple hydrants ____ Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spac3n and travel lane location.
Travel lane length Interior or Exterior (ianejhydrant)
(a) Acres start end of pull from Table a70 Column !
(b) Acres middle portion of pull. (L1) 3 0 0/2 y 1 0/:
(Pull length [feet} X Wetted width ZS5 [feet]) / 43,560
(i (c) Acres stop end of pull from Tabled Column
5. 7 Total acres for travel lane length (L1) (Sum: $ + b + c)
Travel lane length Interior or _;�,_F.xterior (lane/hydrant)
V j t (a) Acres start end of pull from Table C' Column - ' - -
(b) Acres middle portion of pull (L2)
(full length [feet] X Wetted width (feet]} / 43,560
(c) Acres stop end of pull from Table 4�' ? !.' Column
6- q Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
JPull length (feet] X Wetted width [feet] / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add aH of these, and this is the total irrigated acreage for the field_
(a) Acres per travel lane length (M)
(b) Acres per travel lane length (1-2)
(c) Acres per travel lane length (L3)
X # Lanes
X # Lanes
X # Lanes
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Acres
Acres
Acres
Wettable Acre Computational Worksheet Completed by: AA Date:
Signature of technical specialist
15

'(Multiple worksheets may be needed) HARD HOSE TRAWLER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
((-
A1. Farm number identification number identification2
2. Irrigation system designation Y- Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes __j # Exterior lanes feet] Length of pull(Ll)
# Interior lames 1 # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4- Wetted diameter .300 [feet] from Field Data Worksheet
5. Spacing g2 10 Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6- Hydrant layout x Multiple hydrants _Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate,table and column
based on pattern, spadn and travel lane location.
Travel lane length Interior or Exterior (lane/hydrant)
D 5 & (a) Acres start end of pull from Table _ MO Column t
4. 5 (b) Acres middle portion of pull (Li)
[Pull length 900[feet] X Wetted width -;2 /y [feet]} / 43,560
b, S(c) Acres stop end of pull from Table �7 0 Column _1�9
.5, 5' Total acres for travel lane length (Ll) (Sum: a + b + c)
Travel lane length Interior or Exterior (lane/hydrant)
0.6 4 (a) Acres start end of pull from' Table -,ET? o Colurrm
4.3(b) Acres middle portion of pull (L2)
(Pull length
-20 0 [feet] X Wetted width Z10 [feet]) / 43,560
5Z,-(c) Acres stop end of pull from Table Z Column G
L_ Total acres for travel lane length (Lm. 2) (Su: a + b + c)
Travel lane length (L_) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Coluran
(b) Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width [feet]l / 43,560
(c) Acres stop end of pull. from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1)
X
# Lanes =
Acres
(b) Acres per travel lane length (1.2)
X
# Lanes =
Acres
(c) Ades per travel lane length (13)
X
# Lanes =
Acres
1 , 0 Total CAMW wettable acres for field (Sum: 8a + 8b + tic)
Wettable Acre Computational Worksheet Completed by: - % — -. _ Date:
Signature of technical specialist
rs

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
G! i
1_ Farm number (identification) �1{5 Wnumberr111
(identification) - ,' r
2. Irrigation system designation Y, Existing irrigation system Newlexpanded irrigation system
3. Number of travel lanes _ # Interior lanes # Exterior lanes feet] Length of pull(LI)
i # Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L-3)
4. Wetted diameter 3,90 [feet] from Field Data Worksheet
S. Spacing 1 D Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout C Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattem, sparing, and travel lane location.
Travel lane length X Interior or Exterior (iane/hydrant)
D" �J (a) Acres start end of pull from Table ?Sr7 a Column ,5
2." (b) Acres middle portion of pall (L1) z�olZ
{Pull length]aArffeet] X Wetted width L9,0feet]) / 43,560
0 (c) Acres stop end of pull from Table 7 U Column
_ Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane leng4w,__�_( Interior or Exterior (lane/hydrant) /
_1,3v (a) Acres start end of pull from Table -7 e Column _ ►�� (�� ,SJ!
z. •S (b) Acres middle portion of pull (L2) Z J 04
{Pull lenathjPLJ [feet] X Wetted width &jr[feet]) / 43,560
6 ,(c) Acres stop end of pull from Table 6l7 & Columns , S�
. vL Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width [feet]} / 43,560
(c) Ames stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI)
(b) Acres per travel lane length (L2)
(c) Acres per travel lane length (I 3)
X # Lanes =
Acres
X # Lanes =
Acres
X # Lanes =
Acres
64-Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date: 5 •� s t—r
Signature of technical specialist
rs

(multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1_ Farm number (identification) Sl{5 ;ietCnumber (identification)
2. Irrigation system designation Y- Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # interior lanes 1 # Exterior lanes feet] Length of pull(LI)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 300 [feet] from Field Data Worksheet
5_ Spacing .210 Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout 1Jt Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or _)�_ Exterior (lane/hydrant)
(a) Acres start end of pull from Table EE7 D Column . jO_
(b) Acres middle portion of pull (LI) 3004 l o%
{Pull length� [feet) X Wetted width �,-a [feet]] 143,560
0 o (c) Acres stop end of pull from Table F r7 b Column _ C,
S •� Total acres for travel lane length (LI) (Sum: a + b + cj
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L2)
{Pull length [feet] X Wetted width [feet]) 1 43,560
(c) Acres stop end of pull from Table _ Column
Total acres for travel lame lengtb (11-2) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
fPull length (feet] X Wetted width [feet][ 143,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (M)
X
# Lanes =
Acres
(b) Acres per travel lane length (1-2)
X
# Lanes =
Acres
(c) Acres per travel lane length (1-3)
X
# Lanes =
Acres
_J _L Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: _ j �t/t.-..L� Date: 91 s < v -
Signature of technical specialist
7S

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
(identification) _ l� �"K 5 (identification)
r
1. Farm number identification number identification
2. Irrigation system designation Y- Existing irrigation system — New/expanded irrigation system
3. Number of travel lanes ) # Interior lanes # Exterior lanes feet] Length of pull(LI)
# Interior lanes # Exterior lanes [feet] Length of pu(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter .100 [feet] from Field Data Worlcsheet
5. Spacing j210 Hydrant spacing [feet] 70 [as a percentage of wetted diameter}
6. Hydrant layout Y Multiple hydrants Single hydrant Excessively spaced hydrants
7_ Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location_
Travel lane length (L, _-Y.- Interior or Exterior (lane/hydrant)
D,l rt, (a) Acres start end of pull from Table '7'7 Column
(b) Acres middle portion of pull (LI)
[ball length r100[feet] X Wetted width -IrD [feet]) / 43,560
Acres stop end of pull from Table ta:77% o Column C-
21' • -':� Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (L7
(Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (1.3)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table _
Total acres for travel lane length (1.3) (Sum: a + b + c)
Column
_ [feet]) / 43,560
Column
Column
[feet]) / 43,560
Column
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1)
X
# Lanes =
Acres
(b) Acres per travel lane length (12)
X
# lanes =
Acres
(c) Acres per travel lane length (1-3)
X
4 Lanes =
Acres
--- Total CAWMI' wettable acres for field (Sun: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: CA P -- Date:
Signature of technical specialist
15

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET_
1. Farm number (identification) no -F number (identification)
1
2_ Irrigation system designation Y- Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet) Length of pull(L1)
# Interior lanes. # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 300 [feet] from Field Data Worksheet
S. Spacing a 10 Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout V Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel ]lane length (L, -)� Interior or Exterior (lane/hydrant)
D •13 (a) Acres start end of pull from Table e571 L> Column '1
7 (b) Acres middle portion of pull (Ll)
{Pull length SD[feet] X Wetted width LD,'�7[feet]43,560
D.(c) Acres stop end of pull from Table - F-Z-� 0 Column.��
Total acres for travel lane length (Ll) (Sum: a + b + c)
Travel lane length (Lj Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (L2)
[Pull length. [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (L2) (Slum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table _
Total acres for travel lane length (L3) (Sum: a + b + c)
Column
_ [feet]) / 43,560
Column
Column
[feet]) / 43,560
Column
8_ Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X
(b) Acres per travel lane length (L2) X
(c) Acres per travel lane length (1.3) X
# Lanes =
Acres
# Lanes =
Acres
# Lanes =
Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Coihputational Worksheet Completed by:. R- wt = Date: 9-.s a-7
Signature of technical specialist
rs

WuI£iple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. harm number (identification) -Fiff number (identification) 3 1 �-
2. Irrigation system designation --�< Existing irrigation system Newlexpanded irrigation system
3. Number of travel lanes # Interior lanes E # Exterior lanes feet] Length of pull(Li)
# Interior lanes _� # Exterior lanes [feet] Length of pull(1-2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 300 [feet] from Field Data Worksheet
S. Spacing 1 D Hydrant sparing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spa . , and travel lane location.
Travel lane length 0—Interior or Exterior (lane/hydrant)
1'7 `� (a) Acres start end of pull from Table EC yy Column
(b) Acres middle portion of pull (Li) 3d "p, -{- y+7�
(Foil length-9
0 [feet] X Wetted width 2S5 [feet]) / 4 3,5 60
D 4 (c) Acres stop end of pull from Table c=E "70 Column
6.q Total acres for travel lane length (LT) (Sum: a + b + c)
Travel lane length Interior or Exterior (lane/hydrant)
o.7 `E (a) Acres start end of pull from Table G C b Column _
56 (b) Acres middle portion of pull (L2) �a o�y f- �I o/Z
{Pull length 5> a[feet] X Wetted width 2SS [feet]) / 43,560
(c) Acres stop end of pull from Table CE 7 U Column -
6.4 Total acres for travel lane length (I,2) (Sum: a + b + c)
Travel lane length (L_) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
)Pull length [feet] X Wetted width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (I.3) (Sums.: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the Held.
(a) Acres per travel lane length (M)
(b) Acres per travel lane length (L2)
(c) Acres per travel lane length (L3)
X # Lanes =
Acres
X # Lanes =
Acres
X # Lanes =
Acres
13, Z Total CAVJW wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: A M...� Date: 9-, s- o 7
Signature of technical specialist
IS

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) �J<{ 'number (identification)
2. Irrigation system designation >�- Facisting irrigation system New/expanded irrigation system
3. Number of travel lanes 1 # Interior lanes # Exterior lanes feet] Length of pull(L1)
Interior lanes # Exterior lanes [feet] Length of pull(1-2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 300 [feet] from Field Data Worksheet
S. Spacing j91 D Hydrant sparing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout Y Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing and travel lane location.
Travel lane length 4j, Interior or Exterior (lane/hydrant)
Q, 2 (a) Acres start end of pull from Table ���] U Column _
4±4 58 (b) Acres middle portion of pull (Ll)
]Pull length9sb [feet] X Wetted width "[feet]} J 43,560
�1.5 c) Acres stop end of pull from Table 'T / u Column 61
• Total acres for travel lame length (Ll) (Sinn: a + b + c)
Travel lane length/ Interior or Exterior (Iane/hydrant)
, (o (a) Acres start end of pull from Table E 7 o Column
4152 (b) Acres middle portion of pull (L2)
{Pull length qsy [feet] X Wetted width )-(LI [feet]) / 43,560
O . S�- (c) Acres stop end of pull from Table cry? c Column
S 7 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel Lane length (L, Interior or _Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (1.3) (Sum: a + b + c)
$. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1)
X
# Lanes =
Acres
(b) Acres per travel lane length (1,2)
X
# Lanes =
Acres
(c) Acres per travel lane length (1,3)
X
# Lanes =
Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: ;4-t Date: 9— c:d-t
Signature of technical specialist

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET r
1. Farm number (identification) m SK5 •'nurriber (identification) 3Z' - 7
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes 1 # Interior lanes # Exterior lanes feet] Length of pull(LI)
--J # Interior lanes # Exterior lanes [feet] Length of pull(L2)
# interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 300 [feet] from Field Data Worksheet
S. Spacing .210 Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6_ Hydrant layout V Multiple hydrants Single hydrant _ Excessively spaced hydrants
7_ Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacin , and travel lane location.
Travel lane length WO -)L Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table? Column
2•� (b) Acres middle portion of pull (Ll)
[Pull length —ILO [feet] X Wetted width 10,� [feet]) / 43,560
O Zb (c) Acres stop end of pull from Table 6110 Column 0 rX . S-�
2 - R Total ages for travel lane length (U) (Sum: a + b + c)
Travel lane length VA- Interior or _Exterior (lane/hydrant)
(911 (a) Acres start end of pull from Table Column
y.29 (b) Acres middle portion of pull (L2)
(Pull length ap[feet] X Wetted width � [feet]} / 43,560
n .7. e (c) Acres stop end of pull from Table C- i o Column � . ; _:
'2- 9 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (iane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (1-3)
[Pull length [feet] X Wetted width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length ") (Sum: a + b + c)
S. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1)
X
# Lanes =
Ades
(b) Acres per travel lane length (1-2)
X
# Lanes =
Acres
(c) Acres per travel lane length (U)
X
# Lanes =
Acres
✓c , '� Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Woricsheet Completed by: � i2�-+� Date: 9-,
Signature of technical specialist
rs

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hared Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) iK S �ldnumber (identification)
2. Irrigation system designation _, Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes ^�_ # Exteriorlanes feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of puil(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 300 [feet] from Field Data Worksheet
5_ Spacing .210 Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout V Multiple hydrants _ _ Single hydrant Excessively spaced hydrants
7. head the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattem, spacing, and travel lane location.
Travel lane length (L_) Interior or __i -- Exterior (lane/hydrant)
(a) Acres start end of pull from Table CC7 0 Colujim
(b) Acres middle portion of pull (LI) 300h- + 11a /v
{Pull length SO [feet) X Wetted width 255 [feet]} J 43,560
(c) Acres stop end of pull from Table Ce —/ D Column 6
&3 Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lame length (L, Interior or uExterior (lanejhydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (12)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length CL2) (Sum: a + b + c)
Travel lane length (Ij Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length OB) (Sum: a + b + c)
Column
_ [feet]} / 43,560
Column
Column
[feet]} 143,560
Column
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI)
X
# Lanes =
Acres
(b) Acres per travel lane length (1-2)
X
# Lanes =
Acres
(c) Acres per travel lane length (L3)
X
# Lanes =
Acres
G - Total CAWMI, wettable acres for field (Sum.: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date:
Signature of technical specialist
1�

(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET_
HARD HOSE TRAVELER
IRRIGATION SYSTEM
L Farm number {identification number (identification) 4
2. irrigation system designation Y- Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes l # Extehoi lanes feet] Length of pull(L1)
# Interior lanes j� # Exterior lanes [feet] Length of pull (L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter .300 [feet] from Field Data Worksheet
5. Spacing �2 10 Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout V Multiple hydrants — Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacin and travel lane location.
Travel lane length Interior or 4— Exterior (iane/hydrant)
0.7 `f (a) Acres start end of pull from Table C-6 /0Column S
3 ,2 (b) Acres middle portion of pull (L1) 63 0 0'2 -j� to
{Pull length 550 [feet] X Wetted width ?-SS [feet]) / 43,560
(c) Acres stop end of pull from Table F670 Column G
4: ( Total a for travel lane length (LI) (Sum: a + b + c)
Travel lane length Interior orExcterior (lane hydrant) 43
-7 y. (a) Acres start end of pull from Table EC 7 0 Column
5. % (b) Acres middle portion of pull (L2) �3 6 o 1-2- -fi 2, L %�
[Pull length?' U [feet] X Wetted width ?��[feet]) / 43,560
d, 0 (c) Acres stop end of pull from Table E C 0 Column
'-_._ITotal acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L_) Interior or _Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI)
(b) Acres per travel lane length (1,2)
(c) Ades per travel lane length (13)
X # Lanes =
Acres
X # Lanes = _
Acres
X # Lanes =
Acres
-� Total CAWMI' wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: 1'�-..� _ Date:
Signature of technical specialist
l.�

(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
,,Gw�i 43 A; N.
1. Farm number (identification) %� �1 5 number (identification) 1;'�J
2. Irrigation system designation _ram Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet) Length of pull(LI)
# Interior lanes i # Exterior lanes [feet] length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(B)
4. Wetted diameter 300 [feet] from Field Data Worksheet
S. Spacing r2 10 Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout V Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spac and travel lane location.
Travel lane length Interior or Exterior (lane/hydrant)
O.V (a) Acres start end of pull from Table %%e7 flColumn _
5 S(o (b) Acres middle portion of pull (Ll) � �'� 4 tir7� i
JPull length1.SD [feet] X Wetted width 355 [feet]] / 43,560
Q• D (c) Acres stop end of pull from Table D Column .,
i A, Total a es for travel lane length (M) (Sum: a + b + c)
Travel lane length' Interior or Exterior (Iane/hydrant)
(a) Acres start end of pull from Table Column _
SSG (b) Acres middle portion of pull (L2)
{Pull lengthy [feet] X Wetted width -Z-S'5 [feet]) / 43,560
• 6 O (c) Acres stop end of pull from Table. 0 Column _ &
q Total acres for travel lane length (12) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull 0 3)
{Pull length [feet] X Wetted width [feet]] / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (13) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the held.
(a) Acres per travel lane length (Ll)
X
# Lanes =
Acres
(b) Acres per travel lane length (1-2)
X
# Lanes =
Acres
(c) Ades per travel lane length (L3)
X
# Lanes =
Acres
13,8 Total CAW" wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date: `?-' ='J7
signature of technical specialist
15

{Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) - "c :f1<5 R&Tnumbei (identification) .
2. Irrigation system designation )k Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4_ Wetted diameter ,3D[7 [feet] from Field Data Worksheet
5_ Spacing d21 O Hydrant spacing [feet] V [as a percentage of wetted diameter]
6_ Hydrant layout M Multiple hydrants Single hydrant _ Excessively spaced hydrants
7_ Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, _� _ Interior or Exterior pane/hydrant)
o (a) Acres start end of pull from Table �J7 Column
(b) Acres middle portion of pull (Ll)
{Pull length 9SD [feet] X Wetted width'0-10 [feet]} / 43,560
b , 5 (c) Acres stop end of pull from Table T`1 D Column (,v_.
_ Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (1.2)
JPull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table
Total acres for travel lane length (L3) (Sum: a + b + c)
Column
_ [feet][ / 43,560
Column
Column
[feet]} / 43,560
Column
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (1,1)
X
# Lanes =
Acres
(b) Acres per travel lane length (L2)
X
# Lanes =
Acres
(c) Ades per travel lane length (L3)
X
# Lanes =
Acres
Total CAWMP wettable acres for field (Sum.: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: Date:_ _? �'-�--�
signature of technical specialist
1S

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) R&C number (identification) 4 -6 f 2 P + + 4
2. Irrigation system designation _Y-. Existing irrigation system New/expanded irrigation system
3. Number of travel lanes I # Interior lanes # Exterior lanes feet] Length of pull(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter 300 [feet] from Field Data Worksheet
5. Spacing ! D Hydrant spacing [feet] 7O [as a percentage of wetted diameter]
6_ Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area -per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, 1< Interior or Exterior (lane/hydrant)
o.3 (a) Acres start end of pull from Table Z70 Column X.
f. 32(b) Acres middle portion of pull (Ll)
(Pull length 550 [feet] X Wetted width /v [feet]) / 43,560
.Z� (c) Acres stop end of pull from Table F��7y Column�X �J
Total acres for travel lane length (Ll) (Sum: a + b + c)
Travel lane length (L, Interior or —Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (L2)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table —
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width
(c) Acres stop end of pull from Table _
Total acres for travel lane length (13) (Sum: a + b + c)
Column
[feet]) / 43,560
Column
Column
[feet]) / 43,560
Column
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1)
X
# Lanes =
Acres
(b) Acres per travel lane length (L2)
X
# Lanes =
Acres
(c) Ades per travel lane length (1-3)
X
# Lanes =
Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: /� M ,� Date: 9-y f=-'7
Signature of technical specialist
rs

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
„
!� a
.[4,
1_ Farm number (identification) 1 " � :S 10 number (identification) 4 S 47!�
2. Irrigation system designation Y- Existing irrigation system New/expanded irrigation system
3. Number of travel lanes �# Interior lanes # Exterior lanes feet] Length of pull(L1)
# Interior lanes. # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(I.,3)
4. Wetted diameter .300 [feet] from Field Data Worksheet
5. Spacing 10 Hydrant spacing f feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout x Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane Igcation.
Travel lane length (6 X Interior or _ Exterior (lane/hydrant)
t9eeo& (a) Acres start end of pull from Table Cy1 D Column
��. b / (b) Acres middle portion of pull (Ll)
fPull length rT50 [feet] X Wetted width r [feet]) / 43,560
0 •S2 (c) Acres stop end of pull from Table -,J'-1 a Column C-
4X Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length —L Interior or Exterior (lane/hydrant)
D 4 ( (a) Acres start end of pull from Table FT,7 0 Column _ _Q
4,S1
(b) Ades middle portion of pull (L2)
{Pull length2 [feet] X Wetted width 2rD [feet]) / 43,560
0<5' (c) Acres stop end of pull from Table 0--? o Column E,_.____
5 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
{Pull Iength [feet] X Wetted width [feet]) / 43,S60
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (Ll)
X
# Lanes =
Acres
(b) Acres per travel lane length (L2)
X
# Lanes =
Acres
(c) Acres per travel lane length (13)
X
# Lanes =
Acres
ID - f Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre CorriputationaI Worksheet Completed by: f11 Date:__! �-,-7
Signature of technical specialist
1s

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL �W O RKS H EET
1. Farm number (identification) _({ 5 �f number (identification) �5 C )
2. Irrigation system designation -Y- Existing irrigation system New/expanded irrigation system
3_ Number of travel lanes I # Interior lanes # Exterior lanes feet] Length of pull(LI)
I # Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of puil(L3)
4. Wetted diameter 300 [feet] from Field Data Worksheet
5. Spacing jP2 10 Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout V Multiple hydrants _ Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacin and travel lane location.
Travel lane length Interior or _ Exterior {lane/hydrant)
a, 33 (a) Ades start end of pull from Table i;LI° Column
• ! 1 (b) Acres middle portion of pull (Ll)
(Pull length oa [feet] X Wetted width I 0'a [feet]} 143,560
D (c) Acres stop end of pull from Table c�P'l 0 Column G _ _ , S
i 11 Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length &-X- Interior or Exterior (lane/hydrant)
1J•3 i (a) Acres start end of pull from Table Il %C' Column
2 ,Z 9 (b) Acres middle portion of pull (L2)
{Foil length�'St7 [feet] X Wetted width ,%+75 [feet]} / 43,560
�- (c) Acres stop end of pull from Table � Column 4y - `)
-
__ _I Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or _Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (13)
{Pull length {feet] X Wetted width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field_ Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (Ll)
X
# Lanes =
Acres
(b) Acres per travel lane length (1,2)
X
# Lanes =
Acres
(c) Acres per travel lane length (L3)
X
# Lanes =
Acres
5, �2 Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: P Date. g� •a
Signature of technical specialist
rs

(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number'(identification) number (identification) 4-6 146
2. Irrigation system. designation >(. Existing irrigation system New/expanded irrigation system
3. Number of travel lanes �# Interior lanes # Exterior lanes feet] length of pull(L1)
Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(I-3)
4. Wetted diameter 300 [feet] from Field Data Worlsheet
S. Spacing e I 0 Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout V Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (& A Interior or Exterior (lane/hydrant)
D- 6 6 (a) Acres start end of pull from Table 4�0 Column
-4. S 8 (b) Acres middle portion of pull (L 1)
{Pull length aYV [feet] X Wetted width ZI0 [feet]} / 43,560
D. rL(c) Acres stop end of pull from Table 42�Tj. Column 6,
S•I Total acres for travel lane length (1,1) (Sum: a + b + c)
Travel lane length Interior or Exterior (lane/hydrant)
p, bb (a) Acres start end of pull from Table er7b Column
A0 (b) Acres middle portion of pull (L2)
{Pull length_�Lo [feet] X Wetted width Z 1 D [feet]} / 43,560
D.SZ (c) Acres stop end of pull from Table CL Column el, —
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column —
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length 013) (Sum: a + b + c)
Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1)
X
# Lanes =
Acres
(b) Acres per travel lane length (1-2)
X
# Lanes =
Acres
(c) Acres per travel lane length (1.3)
X
# Lanes =
Acres
j r r Total CAWNIP wettable acres for field (Sum: Sa + 8b + 8c)
Wettable Acre Computational Worksheet Completed by_ _I�. 1 Date:_ S , s- -r
Signature of technical specialist
15

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) M V<5_ t!gnumber (identification)
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes # Exterior lanes feet] Length of pull(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes' # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter .300 [feet] from Field Data Worksheet
5. Spacing �2 1 O Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout b( Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spala:
and travel lane location.
Travel lane length Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Tabledy Column � Ste'
Zq (b) Acres middle portion of pull (Ll)
{Pull length SC> [feet] X Wetted width JS[feet]) / 43,560
(c) Acres stop end of pull from Table k Columns. �J
Total acres for travel lane length (1,1) (Sum: a + b + c)
Travel lane length interior or Exterior (lane/hydrant)
O• a (a) Acres start end of pull from Tablet C) Column
2,�9 (b) Acres middle portion of pull (L2)
{Pull length RCa[feet] X Wetted width D1'[feet]) / 431560
,,,Z6 (c) Acres stop end of pull from Table _ 6� 1 D Column , �)
?0 Total acres for gavel lame length (L2) (Swim: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
[Pull length [feet] X Wetted width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X
(b) Acres per travel lane length (1-2) X
(c) Acres per travel lane length (1.3) X
# Lanes =
Acres
# Lanes =
Acres
# Lanes =
Acres
5. 9 Total CAWMP wettable acres for field (Sum: 8a + 8b + 80
Wettable Acre Computational Worksheet Completed by: Date:-9-1 It-- -'7
Signature of technical specialist
1.5

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
I- Farm number (identification) M :f[11 5 4,tem number (identification)
2. Irrigation system designation Existing irrigation system — New/expanded irrigation system
3. Number of travel lanes # Interior lanes �L # Exterior lanes feet] Length of puli(L1)
# Interior lanes - - # Exterior lanes [feet] Length of pull(L2)
# Interior lanes' # Exterior lanes [feet] Length of pull(1-3)
4. Wetted diameter .300 [feet] from Field Data Worksheet
5. Spacing �2 10 Hydrant spacing [feet] 70 [as a percentage of wetted diameter]
6. Hydrant layout V Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spa and travel lane location_
Travel lane length Interior or - �-- Exterior (lane/hydrant)
01 (a) Acres start end of pull from Table 9 F, 7 o Column
Z5. $ S (b) Acres middle portion of pull (Ll) C3o% 4- zlo z)
(Pull length1 Qo a [feet] X Wetted width )-ss [feet]} / 4 3,5 60
D. a (c) Acres stop end of pull from Table Column -- & -
Z Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length Interior or Exterior (lane/hydrant)
b 7 (a) Acres start end of pull from Table ti 00 Column
5.8s (b) Acres middle portion of pull (L2) C3oo/ 2' 1- 2-1o12-)
(full lengt ID 60[feet] X Wetted width ZSS [feet])/ 43,560
Q, D (c) Acres stop end of pull from Table - I�E7 o Column & _
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L-) Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table T Column
(b) Acres middle portion of pull (L3)
(Pail length [feet] X Wetted width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length ") (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI)
X
# Lanes =
Acres
(b) Acres per travel lane length (L2)
X
# Lanes =
Acres
(c) Acres per travel lane length (L3)
X
# Lanes =
Acres
--r -#-•-F Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: _ 4 +'-�-f Date:_ I-
Signature of technical specialist
]S

(Multiple worksheets may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
4RRiGATiON SYSTEM
) l� 57�5 Recr� ) I . Farm number (identification) number (identification)
2. Irrigation system designation Y, Existing irrigation system New/expanded irrigath n sys em
3. Number of travel lanes 1 # Interior lanes # Exterior lanes feet) Length of pull(LI)
# Interior lanes i # Exterior lanes (feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(W)
4. Wetted diameter 300 [feet] from Field Data Worksheet
5. Spacing a21 O Hydrant spacing [feet) 70 jas a percentage of wetted diameter]
6. Hydrant layout ( MWtiple hydrants — Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacuWand travel lane location.
Travel lane length Interior or Exterior (lane/hydrant)
fl. 33 (a) Acres start end of pull from Table rC l Q Column
08 (b) Acres middle portion of pull (LI)
{Pull length_ [feet] X Wetted width lkb [feet]] / 43,560
(c) Acres stop end of pull from Table Columm J
-0— Total acres for travel lane length (LI) (Sam: a + b + c)
Travel lane length Interior or--KExtenor (lane/hydrant)
P.? f (a) Acres start end of pull from Table 70Colu
&p (b) Acres middle portion of pull (L2)
{Pull length -700 [feet] X Wetted width 755 [feetjj / 43,560
(c) Ao-es stop end of pull from Table 'Column 4�,
Total acres for travel Zane length (L2) (Sum: a + b + c)
Travel lane length (L_j Interior or Exterior (iane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (0)
[Pull length [feet] X Wetted width [feet)) / 43,560
(c) Acres stop end of pull hom Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field_ Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI)
(b) Acres per travel lane length (L2)
(c) Acres per travel lane length (L3)
X
# Lanes =
Acres
X
:ft Lanes
Acres
X
# Lanes
Acres
Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable .Acre Computational Worksheet Completed by: AQ,
Signature of technical specialist
T5

The table shown below provides a summary of the crops or rotations included or each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for ach fie ' is ghovjn,; able.
Planned Crops Summary
ocT rs m
REC�[l�gl 17F�rt:
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (Li)
Soil Series
Crop Sequence
RYE
11475A
Pull 11 A
5.70
5.70
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 11 B
6.90
6.90
N/A
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 12A
5.50
5.50
NIA
lTorhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 12B
5.501
5.50
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 12C
3.20
3.20
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 12D
3.20
3.20
N/A
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 21
5.10
5.10
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
1 1475A
Pull 22
4.50
4.50
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 23
2.20
2.20
N/A
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 31 A
6.90
6.90
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 31 B
6.90
6.90
NIA
Torhunta
Corn, Grain
i 125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 32A
5.70
5.70
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 32B
5.70
5.70
NIA ITurhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
1 1475A
Pull 32C
2.90
2.90
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A i
Pull 32D
2.90
2.90
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
l 1475A
Pull 41
6.30
6.30
NIA
Torhunta
Com, Grain
125 bu.
314765 Database Version 3.1 Date Printed 9/1912007
PCS Page Page 1 of 3
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 42A
4.601
4.60
NIA
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 42B
6.90
6.90
N/A
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 43A
6.90
6.90
NIA
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 43B
6.90
6.90
N/A
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 44A
5.70
5.70
N/A
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 44B
1.90
1.90
N/A
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 45A
4.80
4.80
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 45B
5.70
5.70
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
41 bu.
11475A
Pull 45C
2.70
2.70
NIA
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 45D
2.90
2.90
N/A
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 46A
5.70
5.70
N/A
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 46B
5.70
5.70
NIA
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 46C
2.90
2.90
N/A
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 46D
2.90
2.90
NIA
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 51A
7.20
7.20
NIA
Torhunta
Com, Grain
125 bu_
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 51 B
7.20
7.20
N/A
Torhunta
Corn, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
11475A
Pull 52A
1.70
1.70
N/A
Torhunta
Com, Grain
125 bu.
Soybeans, Manured, Full Season
42 hu.
314765 Database Version 3.1 Date Printed 9/1812007
PCS Page Page 2 of 3
NOTE: Symbol * means user entered data.

Planned Craps Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
11475A
Pull 52B
5.40
5.40
NIA
Torhunta
Cam, Grain
125 bu.
Soybeans, Manured, Full Season
42 bu.
PLAN TOTALS: 166.80 166.80
--
Pofential Leaching =._.
- _ . s
_ Technical Curda ce
Low potential to contribute to soluble
None
2
nutrient leaching below the root zone.
Moderate potential to contribute to soluble
Nutrient Managerent (590) should be planned.
>— 2 &
nutrient leaching below the root zone.
— 10
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
> 10
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
314765 Database Version 3.1 Date Printed 9/18/2007
PCS Page Page 3 of 3
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crap being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year l
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYF
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbslA)
Comm.
Fert.
Nutrient
Applied
(IbslA)
Res.
(lbs1A)
Applic.
Method
Manure
PA
NutricntA
pplied
(lbslA)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal1A
Tons
1000 gals
tons
11475A
Pull 11 A
87
Torhunta
5,70
5.70
Corn, Grain
125 bu.
2/15-6/30
139
0
20
Irrig.
119
47.53
0.00
270.94
0.00
l 1475A
Pull 1 1B
S7
Torhunta
6,90
6.90
Corn, Grain
125 bu.
2115-6130
139
0
20
hrig.
119
47.53
0.00
327.98
0.00
11475A
Pull 12A
S7
Torhunta
5.50
5,50
Corn, Grain
125 bu.
2/15-6130
139
0
20
Irrig.
1191
47.53
0,00
261.43
0.00
l 1475A
Pull 12B
S7
.rorhunta
5.50
5.50
Corn, Grain
125 bu.
2/15-6130
139
0
20
prig.
119
47.53
0.00
261,43
0.00
11475A
Pull 12C
S7
Torhunta
3.20
3.20
Com, Grain
125 bu.
2/15-6/30
139
0
20
Irrig.
119
47.53
0.00
152.11
0.00
11475A
Pull 12D
S7
Torhunta
3,20
3.20
Corn, Grain
125 bu.
2l15-6/30
139
0
20
Irrig.
H9
47.53
0.00
152.11
0.00
11475A
I Pull 21
S7
'Torhunta
5.10
5,10
Corn, Grain
125 bu.
2/15-6/30
139
0
20
Irrig.
119
47.53
OAO
242.42
0.00
11475A
Pull 22
S7
Torhunta
4,501
4.50
Corn, Grain
125 bu.
2/15-6130
139
0
20
In ig.
119
47.53
0.00
213.90
0.00
11475A
Pull 23
S7
Torhunta
2,20
2.20
Corn, Grain
125 bu.
2/15-6l30
139
0
20
Irrig.
119
47.53
0.00
104.57
0.00
11475A
Pull 31A
S7
Torhunta
6.90
6.90
Corn, Grain
125 bu.
2/15-6/30
139
0
20
brig.
119
47.53
0.00
327.98
0.00
11475A
Pull 31 B
S7
Torhunta
6.90
6.90
Corn, Grain
125 bu.
2/15-6/30
139
0
20
Irrig.
119
47,53
0.00
327.98
0,00
11475A
Pull 32A
S7
Torhunta
5.70
5.70
Corn, Grain
125 bu.
2/15-6/30
139
0
20
Irrig.
119
47.53
0.00
270.94
0.00
11475A
Pull 32B
37
Torhunta
5.70
5.70
Com, Grain
125 bu.
2/0-6/30
i39
0
20
Irrig.
119
47.53
0,00
270.94
0.00
11475A
Pull 32C
S7
"rorhunta
2.90
290
Com, Grain
125 bu.
2/15-6/30
139
0
20
Irrig.
119
47.53
0.00
137.85
0.00
11475A
Pull 32D
S7
Torhunta
2.90
2.90
Com, Grain
125 bu.
2/15-6/30
3
0
20
brig.
119
47.53
O.0
137.85
0.00l1475A
Pu1141
S7
Torhunta6.30F
6.30
Corn, Grain
l25 bu.
2/l5 6/30El
139
0
20
lrrig.
119
47.53
4.00
294.46
0.00
314765 Database Version 3.1 Date Printed: 9/18/2007 WUT Page Page 1 of 5

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs1A)
Comm.
Fert.
Nutrient
Applied
(lbs1A)
Res.
(lbsrA)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gallA
Tans
1000 gals
tons
I I475A I
Pull 42A
S7
Torhunta
4.60
4.60
Com, Grain
125 bu.
2115-6/30
139
0
20
Irrig,
119
47.53
0.00
218.65
0.00
11475A
Pull 4213
S7
Torhunta
6.90
6,90
Corn, Grain
125 bu.
2/15-6130
139
0
20
Irtig
119
47,53
0.00
327.98
0.00
11475A
Pull 43A
S7
Torhunta
6.90
6.90
Com, Grain
125 bu.
2115-6130
139
0
20
Irrig.
119
47.53
0,00
327.98
0.00
11475A
Pu1143B
S7
Torhunta
6,90
6.90
Corn, Grain
125 bu.
2/15-6130
139
0
20
brig.
119
47.53
0.00
327.99
0.00
11475A
j Pull 44A
S7
Torhunta
5.70
5.70
Corn, Grain
125 hu,
2115-6/30
139
0
20
Irrig.
119
47.53
0.00
270.94
0.00
11475A
Pull 44B
S7
Torhunta
1.90
1.90
Com, Grain
125 bu.
2115-6130
139
0
20
Irrig.
119
47.53
0.00
90.31
0.00
11475A
Pu1145A
S7
Torhunta
4.90
4.80
Com, Grain
125 bu.
2/15-6/30
139
0
20
brig.
119
47.53
0.00
229,16
0.00
11475A
Pull 45B
S7
Torhunta
5.70
5.70
Com, Grain
125 bu.
2115-6/30
139
0
20
Irrig.
119
47,53
0.00
270.94
0.00
11475A
Pull 45C
S7
Torhunta
2.70
2,70
Corn, Grain
125 bu.
2/15-6130
139
0
20
Irrig.
119
47.53
0.00
128.34
0,00
1 1475A
Pull 45D
S7
Torhunta
2.90
2.90
Com, Grain
125 bu.
2115-6/30
139
0
20
Irrig,
119
47.53
0.00
137.85
0.00
11475A
Pull 46A
S7
'rorhunta
5.70
5.70
Com, Grain
125 bu.
2/15-6/30
139
0
20
Irrig.
119
47.53
0,00
270.94
0.0
11475A
Pull 463
S7
Torhunta
5.70
5.70
Corn, Grain
125 bu.
2I15-6130
139
0
20
brig.
119
47.53
0,00
270.94
0.00
11475A
Pull 46C
S7
Torhunta
2.90
2.90
Com, Grain
125 bu.
2115-6/30
139
0
20
Irrig.
119
47.53
0.00
137.85
0.00
11475A
Pull 46D
S7
Torhunta
2.90
2.90
Corn, Grain
125 bu.
2115.6130
139
0
20
Irrig.
119
47.53
0.00
137.85
0.00
11475A
Pull 51A
S7
Torhunta
7.20
7.20
Cam, Grain
125 bu.
2115-6130
139
0
20
Inig.
119
47.53
0.00
342.24
0.00
11475A
Pull 5113
S7
Torhunta
7.20
7.20
Com, Grain
125 bu.
2/15-0/30
139
0
20
brig.
119
47.53
0.00
342.24
0.00
11475A
Pull 52A
S7
Torhunta
1.70
1.70
Corn, Grain
125 bu.
2115-6/30
139
0
20
brig.
119
47.53
0.00
90.81
0.00
11475A
Pull 52B
S7
Torhunta
5.40
5.40
Com, Grain
125 bu.
2/15-6/30
139
0
20
[rrig.
l 19
47.53
0.00
256.68
0.00
314765 Database Version 3.1 Date Printed: 9/18/2007 WUT Page Page 2 of 5

Waste Utilization Table
Year 1
Tract
Field
Source
11)
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic,
Method
Manure
PA
NutTicnLA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
t000
gal/A
Tons
1000 gals
tons
Total Applied. 1000 gallons
7,928.59
Total Produced, 1000 gallons
14,238.72
W'Xv
Balance, 1000 gallons
6,310.13
1�E
TIMP i+..;
Total Applied, tons
0.00
Total Produced, tons
NNEjq
0.00
Balance, tons
pily ij�f, rlE
0,00
Notes: 1. [n the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
314765 Database Version 3.1 Date Printed: 9/18/2007 WUT Page Page 3 of 5

Waste Utilization Table
Year 2
'tract
Field
Source
Ill
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Reqd
(lbslA)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbslA)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbslA)
Liquid
ManurcA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Fiord)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
11475A
Pull l I A
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig.
163
455,11
0.00
371.12
0.00
11475A
Pull 11B
S7
Torhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
Irrig.
163
65.11
0.00
449.25
0.00
11475A
Pull 12A
S7
Torhunta
5.50
5.50
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
Irrig.
163
65,11
0.00
358.10
0.00
11475A
Pull 1213
S7
Torhunta
5.50
5.50
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig.
163
65.11
0.00
358.10
0.00
11475A
Pull 12C
S7
Torhunta
3.20
3.20
Soybeans, Manured, Full Season
42 bu,
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
208.35
0.00
11475A
Pull 12D
S7
Torhunta
3.20
3.20
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig.
163
65,11
0,00
208,35
0.00
11475A
Pull 21
S7
Torhunta
5,10
5,10
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig.
163
65.11
0.00
332.06
0.00
11475A
Pull 22
S7
Torhunta
4,50
4,50
Soybeans, Manured, Full Season
42 bu.
411-9/15
163
0
0
Irrig.
163
65.11
0.00
292.99
0.00
11475A
Pull 23
S7
Torhunta
2.20
2.20
Soybeans, Manured, Full Season
42 bu.
411-9/t5
163
0
0
Irrig.
163
65.11
0.00
143.24
0.00
i 1475A
Pull 31A
S7
Torhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig.
163
65.11
0.00
449,25
0.00
11475A
Pull 31B
S7
Torhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
411-9/15
163
0
0
Irrig.
163
65.11
0.00
449.25
0.00
11475A
Pull 32A
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
1 Irrig.
163
65.11
0.00
371.12
0.00
11475A
Pull 32B
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig,
163
65.11
0.00
371,12
0.00
11475A
Pull 32C
S7
Torhunta
2,90
2.90
Soybeans, Manured, Full Season
42 bu.
411-9/15
163
0
0
Irrig.
163
65.11
0.00
188.82
0.00
i 1475A
Pull 32D
S7
Torhunta
2.90
2,90
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
brig.
163
65.11
0.00
188.82
0.00
11475A
Pull 41
S7
Torhunta
6.30
6.30
Soybeans, Manured, Fuli Season
42 bu.
4/1-9115
163
0
0
brig.
163
65.11
0,00
410.19
0,00
11475A
Pull 42A
S7
Torhunta
4.60
4.60
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
299.50
0.0
11475A
Pull 42B
S7
Torhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
brig.
163
65.11
0.00
449.25
0.00
11475A
Pull 43A
S7
Torhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
Irrig.
163
65.11
0.00
449,25
0.00
11475A
Pull 4313
S7
Torhunta
6.90
6.90
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig.
163
65.11
0.00
449.25
0.00
11475A[PuII44A
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
Irrig,
163
65,1!
0.0
371.12
0.00
11475A1144B
57
Torhunta --T-1
.90
1.90
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
brig.
163
65.1 I
0.00
123.71
0.00
314765 Database Version 3.1 Date Printed: 9/18/2007 WUT Page Page 4 of 5

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Tidal
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fen.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Fie]dJ
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1 t475A I
Pull 45A
S7
Torhunta
4.80
4.80
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
312.52
0.00
11475A
PUI145B
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65,11
0.00
371.12
0.00
11475A
Pull 45C
S7
Torhunta
2.70
2.70
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
Irrig.
163
65.11
0.00
175.79
0.00
11475A
Pull 45D
S7
Torhunta
2.90
2.90
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
Irrig.
163
65.11
0.00
189.821
0.00
11475A
Pull 46A
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
411-9/15
163
0
0
Irrig,
163
65A 1
0.00
371.12
0.00
11475A
Pull 46B
S7
Torhunta
5.70
5.70
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
371,12
0.00
11475A
Pull 46C
S7
Torhunta
2,90
2.90
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65A l
0.00
188,82
0.00
11475A
Pull 46D
S7
Torhunta
2,90
2.90
Soybeans, Manured, Full Season
42 bu.
4/1-9115
163
0
0
Irrig.
163
65.11
0.00
198.92
0.00
11475A
Pull SIA
S7
Torhunta
7.20
7.20
Soybeans, Manured, Full Season
42 bu.
411-9115
163
0
0
Irrig,
163
65.11
0.00
469.78
0.00
11475A
Pull 5113
S7
Turhunta
7.20
7.20
Soybeans, Manured, Full Season
42 bu.
411.9/15
163
0
0
Irrig.
163
65.11
0.00
468.78
0.00
11475A
Pull 52A
S7
Torhunta
1.70
1.70
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
0
Irrig.
163
65.11
0.00
110.69
0.00
11475A
Pull 52E3
S7
Torhunta
5.40
5.40
Soybeans, Manured, Full Season
42 bu.
4/1-9/15
163
0
1 0
1 Irrig.
1 163
65.11
0.00
351.59
0.00
Total Applied, 1000 gallons
10,860,10
i1i& t itA
Total Produced, 1000 gallons
14,238.72
#rat t `I€`ttEa;rtf
Balance, 1000 gallons
3,378.56
910,601
Total Applied, tons
Ri t �" q`ltij
ll,ii:r ir3
0.00
Total Produced, tons
Ijf'll `
�H€lrPrP i,st.r 1
0.00
Balance, tons
%°1ia�.Niiiffiifllt�O
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
314765 Database Version 3.1 Date Printed: 9/18/2007
WUT Page Page 5 of 5

'The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inchesthour)
Application Amount
(inches)
l 1475A
Pull I ]A
Torhunta
0.45
1.0
11475A
Pull IIB
Torhunta
0.45
1.0
11475A
Pull12A
Torhunta
0.45
1.0
11475A
Pull12B
Torhunta
0.45
1.0
11475A
Pull12C
Torhunta
0.45
1.0
11475A
Pull12D
Torhunta
0.45
1.0
11475A
Pull21
Torhunta
0.45
1.0
11475A
Pull22
Torhunta
0.45
1.0
11475A
Pull23
Torhunta
0.45
1.0
II475A
Pull31A
Torhunta
0.45
1.0
11475A
Pull 31 B
Torhunta
0.45
1.0
11475A
Pull 32A
Torhunta
0.45
1.0
11475A
Pull32B
Torhunta
0.45
1.0
11475A
Pull32C
Torhunta
0.45
1.0
11475A
Pull32D
Torhunta
0.45
1.0
11475A
Pull41
Torhunta
0.45
1.0
11475A
Pull42A
Torhunta
0.45
1.0
11475A
Pull42B
Torhunta
0.45
1.0
11475A
Pull43A
Torhunta
0.45
1.0
11475A
Pull43B
Torhunta
0.45
1.0
11475A
Pull44A
Torhunta
0.45
1.0
11475A
Pull44B
Torhunta
0.45
1.0
11475A
Pull45A
Torhunta
0.45
1.0
11475A
Pull45B
Torhunta
0.45
1.0
11475A
Pull45C
Torhunta
0.45
1.0
I1475A
Pull45D
Torhunta
0.45
1.0
11475A
Pull46A
Torhunta
0.45
1.0
11475A
Pull46B
Torhunta
0.45
1.0
11475A
Pull46C
Torhunta
0.45
1.0
11475A
Pull46D
Torhunta
0.45
1.0
11475A
Pull51A
Torhunta
0.45
1.0
11475A
Pu1151B
Torhunta
0.45
1.0
314765 Database Version 3.1 Date Printed 9/18/2007 IAF Page Page 1 of 2
NOTE: Symbol " means user entered data.

Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
11475A
Pull52A
Torhunta
0.45
1.0
11475A
Pull52B
lTorhunta
0.45
1.0
314765 Database Version 3.1 Date Printed 9/18/2007 IAF Page Page 2 of 2
NOTE: Symbol * means user entered data.

WA rERQ�
r
6_6:.90�1
July 1, 2007
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resour,;es
Coleen H. Sullins, Director
Division of Water Quality
Michael H Shaw
MKJS Farm Sites 1-3
PO Box 2195;; i L 7`--�
Elizabethtown, NC 28337
Subject: Certificate of Coverage No. AWS090020
MKJS Farm Sites 1-3
Animal Waste Management System
Bladen County
Dear Michael H Shaw:
In accordance with your application received on 3-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Michael H Shaw, 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 MKJS Farm Sites 1-3, located in Bladen County, with an animal capacity of no
greater than the following swine annual avcrages:
Wean to Finish: 0 Feeder to Finish: 15360 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 11I.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 pay
careful attention to the record keeping and monitories conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwatgAuality.ora Location: 2728 Capital Boulevard
An Equal OpporturiglAEfimtative AcWn Employer— 50% RMcled)10% Post Consumer Paper
NQ��"`rnhCarolina
Naturall
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 910433-3300. 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 AW S090020

RECEIVED
ANIMAL FACILITY ANNUAL CERTIFICATIO
Certificate of Coverage or Pen -nit NumbVr A1Ch'-9'40PO County
�' ij
t. sJ
Om00
Facility Name (as shown on Certificate of Coverage or Pen -nit) I-VkJ-S Fmm
Operator in Charge for this Facility �61. I g Certification # 1o3D1,
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 fart 11 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 : Facilit v InfFormation-
1. Total number of application Fields F�/'or Pulls I-1 (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): 'Total Uscable Acres approved in the CAWMP
/ ,57 Z#
2. Total number of Fields Vor Pulls D (please check the appropriate box) on which land application occurred
during the year: -5-- Total Acres oil which waste was applied /jig
Total pounds ol'Plant Available Nitrogen (PAN) applied during the year for all application sites:
r .-?42.7.�'
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: SE,
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year O toils U or gallons 11 (please check the appropriate box)
G. Annual average number of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any one timc during the previous year:
Largest 90
Smallest Z 090
("These numbers are for informational purposes only since the only permit limit on the number of animals ai
the facility is the annual average numbers)
8. Facility's integrator if applicable: Lr2Ec)
Part [I: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRI-i"TEN
DESCRIPTION AS TO WHY THE FACILITY WAS NUT COMPLIANT,'IHE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION "TAKEN OR PROPOSED -1-0 BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
I. Only animal waste generated at this facility was applied to the permitted sites during V Yes 11 No
the past calendar year.
AFACF 3-14-03

2. The facility was operated in such a way that there was no direct runoffofw=aste fi•rnn
%"Yes 1 1 No
the facility (Including the houses, lagoons storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past
if Yes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during
❑ Yes VNo
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the
Ve-Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year.
iX Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
12- 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. VYes
❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the
VYes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year`?
V Yes D No
11. All required monitoring and reporting was performed in accordance with the facility's
VYes U No
permit during the past calendar year.
12. All operations and maintenance requirements in the pen -nit were complied with during
VYes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMI' were maintained during the past calendar year on all
D Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's pennit.
14. All buffer requirements as specified on the pen -nit and the CAWMP for this facility were
✓Yes ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penally of law that 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 oil my inquiry of the person or persons who manage the system, or those
persons directly responsible for gathering the information, the information subiniltcd 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 f-Or knowing violations."
WA
Permittee Name and Title (type or print)
Signature of Pennittee
Signature of Operator in Charge
(if different from Permittee)
c2 -a3-06
Date
Date
RECEIVED
DENR-FAYET ILLERCUONAtOFRCE
AFACF 3-14-03 2

w
IZ
w
LAJ
Cc
ti
A � o
C-)L ;4-
--z d cri
IA ',n 0 i- � ty
N3 0 3

Appendli 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification dumber J.�t;/ 070 f DAD
B. Lagoon Identification Laq oon � +
C. Person(s) Taking Measurements r ��G JG� r '• . S ��
D. Date of Measurements / ' G'
E. Mcthods0evices Used for Measurement of:
a. Distance dom the lagoon liquid surface to the top of the sludge layer:
SItd(te PkkAc
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon: C
3C
c. Thickness of the sludge layer if making a direct measurement with "core satupice,.
F. Lagoon Surface Area (using dimensions at inside top of bank): _ J LIT _(acres)
(Draw a sketch of the lagoon on a separate sheet, 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, .3•_� acres x G — �� , with tnaximunr of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data oa "Sludge Survey Data Sheet" (Appendix 2).
I. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level
I
�,t�
to the Present Liquid Level (measure at the lagoon gauge pole):
i •
J. Determine the distance from the Maximum Liquid Level to the Miainnnn Liquid Level
r • J
(use lagoon management plan or other lagoon records):
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
r�
�_71
(Item J minus Item 1, assutning the present liquid level is below the Maximum Liquid Level):
L. Record from the Sludge Survey Data Sheet the distance frorn the present liquid surface level
to the lagoon bottom (average for all the measurement points):
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: !r • 6,q
t-
4. Calculate the thickness of die existing Liquid'Treatntent Tone (Item M nrinus [(cut K):
(Note: If Item O is less than 4 feet, 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 Workshect if you desire to calculate sludge volume for a rectangular -
shaped lagoon with tatiform side slopes.
Completed by: llrl l,' Sj wl � -/� . ,i Date: -z a S-
Print Name Signature
OE -FA t
n7EV1LLFREGlia."�4t OFHCi

Appendix 2. Sludge Survey Dsts Sheet*
Lagoon
Sludge Survey Data Sheet
Completed by: 9112ws
Print Name Signature
Date:
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to lagoon bottom soil
(C) minus (B)
Thickness of sludge
la er
Ft. & in.
Ft tenths
Ft_ & in.
Ft tenths
Ft. & in.
Ft tenths
2
/
3
7. �Ll
'
/
4
5
�• $
7
% S�
8
9
Ell/
10
11
-17
12
� Z.
13
14
,..
15
J
16..'
17
18
6-6
6"
19
20
21
22
23
24
*All Grid Points and corresyonding sludge layer thicknesses must be shown on a sketch attached to this
Sludgg Survey Data, beet.
See Appendix 4 for conversion from inches to tenths of afoot.
RE 4`D --�
• _ v . 1
iPrl_i.F Ri G,�'Y "a O ��

Appendix I. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number 0
B. Lagoon Identification G,C. Person(s) Taking Measurements �' +,/ t
D. Date of Measurements 2 - t^S
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 the lagoon:
PVC Pi fJ-
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
rJfI
F. Lagoon Surface Area (using dimensions at inside top of bank): 3. q {acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 rots
b. If more than 1.33 acres, 3• ` ( acres x 6 = 2- 0 , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
11. Conduct sludge survey and record data on "Sludge Survey Data Shcet" (Appendix 2).
n
1. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level r rJ57
to the Present Liquid Level (measure at the lagoon gauge pole):
J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level ��•
(use lagoon management plan or other lagoon records):
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level /. '75-
(Item J minus Item i, assuming the present liquid level is below the Maximum Liquid Level):
L. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level C
to the lagoon bottom (average for all the measurement points): 21
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): (� • 1 -{(�
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: •L!D i
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M minus Item k):q
(Note: If Item O is less than 4 feet, 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 ifyou desire to calculate sludge volume for a rectangular -
shaped lagoon with uniform side slopes. r� ]
Completed by: ��� �' 1 f Ul -j! Date:
Print Name gignature
- LL -
V4UR-FA*7W ter?
. = 1"..ro

Appendix 2. Sludge Survey Data Sheet*
Lago Identification:
Sludge Survey Data Sheet rl>r.J
Completed by. J WDate:
Print Name Signature
(A)
Grid
Point
No.
(B}
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to lagoon bottom soil
(C) minus (B)
Thickness of sludge
la er
Ft. & in.
Ft tennis
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
1
6 - w
Ya
2
L qq
3
0/
.1
4
6
>� 1
7
•
J
8
Cv . '
l
7
s
10
11
13
14
15
p
17
18�
19
20
21
22
23
24
Average]
'All GridPoinls and cones ondi►r sled e 1 er thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
See Appendix 4 for conversion from inches to tenths of afoot.
.V,t o 1<s
DENS _ Fn t rz ,tLi: FtF6f€?i4'AL OFi:?C�

Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number f CA n?Oq C),2 (2 r
�Q �
B. Lagoon Identification R4t7 ��l ..3
C. Person(s) Taking Measurements %
D. Date of Measurements //- / S -d <
E. Methods/Deviecs 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 the lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler'
F. Lagoon Surface Area (using dimensions at inside top of bank):.) (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
r.�.t! ir�
b. If more than 1.33 acres,.L aches x 6 = U , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same atunber of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and rewrd data on "Sludge Survey Data Sheet" (Appendix 2).
1. At the time of the sludge survey, also measure the distance front the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gauge pole):
rJ
c i
I. Determine the distance from the Maximum Liquid Level to the Minimwn Liquid Level
C7•
(use lagoon management plan or other lagoon records):
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
1.63
(Item J minus Item I, assuming the present liquid level is below the Maximum Liquid Level):
L. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points):
�� + ��
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level r� • 4/ ` q
to the top of the sludge layer (average for all the measurement points):
N. Record from the Sludge Survey Data Sheet the average tltickness of the sludge layer: t' }L+l
O. Calculate the tirickness of the existing Liquid Treatment Zone (Item N1 minus Ilenr I):
(Note: If Item O is less than 4 feet, 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 you desire to calculate sludge volume for a rectangular -
shaped lagoon with niform side sl pes.
Completed by: All % �_: � ei-,�f Dare: 1I Z eq
Print Name Signature
RE'I
�JC�4R-FA ,t �LZER^
ta1010L 0�CE

Appendix 2. Sludge Survey Data Sheet*
Lagoon Identification:
Sludge Survey Data Pheet �Completed by: G y�C / Date: J/-
Print Name Signature
(i4)
Grid
Point
No.
(B)
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to lagoon bottom soil
(C) minus (B)
Thickness of sludge
la er
Ft. & in.
FL tenths
Ft. & in.
Ft. tenths
Ft. & in.
Ft. tenths
1
2.6
t .6
'2- '
2
"7- I
` 1
/ 6
3
ell
4
5
Z,.3<
<'
/
6
2,
A,
7
8
9
10
12
13
14
15
16
17
18
19
20
21
22
23
24
Avera e
•Sr
1
*All Grid Points and corrgRoading sled e 1 er thicknesses must be shown on a sketch attached to this
lud a Suav Data Sheet,
See Appendix 4 for conversion from inches !o tenths of a fool.
P aL-`--'FIVED --1 15
+ J
O7tiR-FAY LVLLEREG10I'M0F7rCE

Mike Shaw Sludge Survey
11-2005
Distance from
Distance from
liquid to top of
liquid to lagoon
Thickness of
sludge
bottom
Sludge Layer
Lagoon 1 6.85
8.1
1.25 'f
6.94
8.1
'1.16
7.04
8.2
1.16
7.1
8.1
1
6.6
8.1
1.5
6.6
8.1
1.5
6.6
8.1
1.5
6.6
8.1
1.5
6.1
8.1
2
6.1
8.1
2
6.27
8.1
1.83
6.27
8.1
1.83
6.1
8.1
2
6.2
8.2
2
6.2
8.2
2
6.2
8.2
2
6.94
8.1
1.16
6.6
8.1
1.5
6.1
8.1
2
6.1
8.1
2
129.51
162.4
32.89
6.4755
8.12
1.6445
Lagoon 2 6.85
8.1
125
6.94
8.1
1.16
6.94
8.1
1.16
6.94
8.1
1.16
6,77
8.1
1.33
6,77
8.1
1.33
6.35
8.1
1.75
6.35
8.1
1.75
6.1
8.1
2
6.1
8.1
2
6.2
8.2
2
6.2
8.2
2
6.04
8.2
2.16
5.94
8.1
2.16
6.04
8.2
2.16
6.04
8.2
2.16
6.94
8,1
1.16
6.94
8.1
1.16
6.2
8.2
2
6.2
8.2
2
128,85
162.7
33.85
6.4425
8.135
1.6925
'CEIVEED
REGIUI
.Ai. MCE

Mike Shaw Sludge Survey
11-2005
Distance from
Distance from
liquid to top of
liquid to lagoon
Thickness of
sludge
bottom
Sludge Layer
Lagoon 3 7.6
9.6
2
7.44
9.6
2.16
7.6
9.6
2
7.44
9.6
2.16
7.34
9.5
2.16
7.44
9.6
2.16
7.54
9.7
2.16
7.2
9.6
2.4
7.5
9.5
2
7.2
9.6
2.4
7.2
9.5
2.3
7.2
9.6
2.4
88.7
115
26.3
7.39
9.58
2.19

GJ

C
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with qbe
Division. Please review the information for completeness and make any corrections
which are appropriate. If a question has not beeM� Division, plFasel;..: ,-_
complete as best as possible. Do not leant cr�macznswered. ' r-7
Application Date: _ l a _ 1 6 199/ a
1. REQUIRED ITEMS CHECKLIST FAYiREG
�'CVI�t c
Please indicate that you have included the following required items by signing y uurrinitiaisRe space provided next to each
item.
Applicants Initials
I . 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:
" Farm's name: MKJS Farm 2
2. Print Land Owner's name: Mike Shaw
3. Land Owner's Mailing address: PO Box 2125
City: Elizabethtown NC Zip: 28337 _
Telephone Number:
4. County where farm is located: Bladen
S. 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):
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's / to rator s me (if applicable; please circle which type is listed): Brown's of Carolina. Inc"
5 09- 14709 - 147
r 1 kx k
""- Q�_6
FORM: AWO-G-E 2/26/97 Page I of 3

i
III. OPERATION INFORMATION:
. Farm No.: 09- 147
2. Operation Description: Swine operation
Feeder to Finish
6400 - Certified Design Capacity
Is the above information correct? Q yes; [:�no. If no, correct below using the design capacity of the facility
Type of Swine No. of Animals Tv ne of Poultry No. of Animals one of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
Aeder to Finish Is, 3[a0 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 application: W Required Acreage (as listed in the CAWMP):
4. Number of Lagoons: N .3 ; Total Capacity: 313S u3u Cubic Feet (ft3)
Number of Stara a Ponds: 3 g _� ;Total Capacity: Cubic Feet
S. Is animal waste being applied on any field which has subsurface drains? YES or NO (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or `9 (please circle one)
IV. APPLICANT'S CERTIFICATION:
1, Zvi 114 V(/IG! GnC1/� (Land Owner's name listed in question 1I.2), attest that
this application for 1 y i J (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 compl ed and that if all requir supporting information and attachments are not included, this application package
will he returned to me neo ple
41
Signature Date -2
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 11.1)
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

Mks gyp. - (900) FINISHING HOUSES
STATE ROAD # 1 003 - BLADEN COUNTY
,eoaA-it * Z3'?
DIRECTIONS: FROM ELIZABETHTOWN TAKE HWY. 41/87 TOWARDS
DUBLIN, VEER LEFT ON HWY. 41 JUST BEFORE DUBLIN. AT THE FIRST
INTERSECTCON TURN' LEFT ON SR # 1003, FARM ENTRANCE WILL BE
APPROXIMATELY 2 MILES ON THE LEFT.
MAILING ADDRESS:
HAL & MLKE SHAW
POST OFJILCE BOX 2125
ELIZABE'1'1I'rO"N, NC 28337
WORK. ('J LL)} 86'1-4141
HAL : (') LL)) 862-8073
MIKE: (')LO) 862-8891
SHIPPING ADDRESS:
HAL. & MIKE SHAW
SR # 1003
ELIZABETHTOWN, NC 28337
30.1 EAST C()l 1.1q;r STREET - P.0. BUX 487 - WARSAw. N.C. 28398-0487 - OFFICE: [phone] - FAX: [phone]

Animal Waste Management Plan Certificatzgn
. (Plea or print all infQmmacion th= does not r-qui 71zturc)
EYistina or Ne%v '-or- anded -' ( lease circle one),`
General Tmlormation:
Name o f Fa_
Ow'ne:(.S) Nam.
�L �l�rni�� JrS1-3
�vn
o 3 __ 1_�a
hone No: fin Az Y/W
NfaiHr,g ? dd_mss: t :O• ax 2 I Z5 EL.17-ABn2knLZ2 3
Fern: Lac�:rar.: County FL—,n is in: -
Lad; ttadz and LorCIr.-.rde:.19 30 a _ �, �D �
Please an c:1 a ccry of a Courry road rnaD with la=ion idtad le_ and desc:-ce below (Be sveclflra1 road
na..mes, d!_7--_=io7s, milepost, etc.): Sit# /Do3 _ 007W _D- 011,60,4)
aeration Descrit}tion:
Type of SL - :r cvo- Type of Foul:r: No. of:lr.:im-a-1: 1}pe of Ca le No. ofviin
Q We_s::o : t:er 01 Layer CI Dairy
to Finish 3laG 0 Fuuc:s 3cc -�
~jaw to `+ie_,
Z Via_ w m Fie:
F.=C O:L•er 7*vice of ri: e::cC�c cvur ;er of-r.:r-rtr
-
Prz';iat:s Ad :f&nal Des.. r C_pccs:r: -
Tai, be= ,fir. CG�cCcr.: - - • . - - -. .. _ ...-
r.c:ea_- ,-_v=;lab i-- for A pplicad; or:- / - RegL,ircd AcLcaze /'77 S
Ni;%:be" O; 3 �QtiS Starag-z Ponds 3 ioi_1 Cz: zC:N: 31 -3 S63b Cubic Fee,. U-3)
,A._� d,zins 0 sen: on C:`:e f_m•:: or 0 etiCircle one)
If YES: subsa=ace dLairs Present in t :e a-ca of LAGOON o PRAY FIE D (Plewe c :tie one)
zz zzzsxx asl xarz: :#xa.fiti ix?a}�e�=#xgaaxzxx�ae i�.a it icx ac �sx z�xitx*xaa#a�f Yxx xa. a. +?•:.. xxxxr nixi. �cxaa
Owner ! NIaaa— Aar eerment
I (we) vC. :I :hoc 1't CCt:M: =L-- :;li'; beLLca C„=gji«._ I (we) '`n
cS:abtishlc; in rti.0 a_.rCvm: L^' wa9:C pion far t; G f=m, abovc =d WHI
I (we) L--:C%w thit aav w:Sia"S m Lhz dnsi- I C 97-C:'_"f CC &,— ,W?S:..
a: CC4S�:C:;Ctt of cew facilities will rcutzZ 3 IIcw c,rUI:catloa to be SUC1i';':.�r ca `tse Div- Ivi. aC
";v1:Ci.^=« � :VI=agc�y^.t btfcrc C C new 3:.t�S `'Z itCc%:d_ I (w:) U G��^CS'«:.4" '� C^.Ce m:SC10 C«a'�C 4C zzl—al
was:: r a `e stor_; or sys:ew ro su=_cY ware.; of the _:.h-r i:-- .:iy �-^�; = 1 �=—o.:nVe:: a :cc or
f Cc=, a vic:., EGSS sevc = th= d:c 2-4-:a=. 5:C,-= Z.-d L,_Z= =!:5: aot be nuz-off. of
w=s:__ tt=_I ruu-offof poils::;.nts f;anx locc;:ng �a-- head ssse asp ,.:ri -d rssic; tc-_ ...Cz
ma's =us: e
s:_r:d:.:_s CCVC:C;ed by tuc NarzZZI Resc=-cs Canso^race« Scvricc. The apercvtd elm will vc fiicd =t the faz-d anat CEe
c: c: at t__ Iccal. Soil =.. d. `�^ a.= Couserration Dis�:C_ I (wc) iccw that man y madit:c�r en r: �s: be =_crov - by a tec mi II.
s r_i:lis: 5ubm*c:_d ca tLe Sail a=d W:.,m: Cacsc.-rat= D, .. prey to i Icu c:�I_rie4 A ch�;se in lard ow—,—m:—ship
CCCL'ii`S +i.C:e : tFot i:C3LgC D�! or Z ie'X CZ.'TLC"^ 1 ti.0 -"ciJVc3 j7l°� is Cb::tF�G �) 'wFC IlEI 50 day$ of a utie : �^S�'-:•
N, =e of Land Own.
Date-
Na.�rFe of �Iana�e.-(if c'_i:fe«nt f_�,z ow•-:e:):
Si;nat�. re: Date:
AWC - J:auwry 1, 1997 1

Technical Specialist Certification
I. as s tee hnical s:ec:aiist deli, . !by the North Carolina Sail and Wate: C--/adca Commission pursuant to 15A
NCAC 6F .0005. 1 cc-ify that the animal waste management system for the far:.s named above has as animal waste
r;,.anapmaac plan that ;::c=s or rzcct..s staadar'.s --id specifications of the Division of Eavironmeztal Managcascnt (DENO
as spcc:fled is 15A -NCAC 2H.02 l' and Eh:: USDA-Namral R;sources Consc.vadaa Se: rice (LNRCS) andlor the ,iota
C_•olira Soil and Wat_r Corse: radon Cocmissioa pursuant cc 15A NCAC 2.:.0217 and 15A NCAC 6c .0001-.0005. The
fbUowirg e=emerts - included in the pla.*t as acalicable. W1Le Baca catcgorf designates a technical specialist who taay
sign _cc:. (SD, 5I. Wu't , RC, I), the technical sne_i disc should caly ce:ziz pars for'xhica they are technically
==cc:-- :L
H. C`er i cc of7 o Desi ;� e�r� °ssR�1��9''�0�
A) Collection. Storage. Treatment System SEAL
a n
CiL-_k thz cpprapr.'_:t cox 'qq 16415
v � y
C� Exist='na f=_ciIity c: irhat_=t retso r (SD or � L1T'} pee��,,�app, *GIN��4 \� '
Stcrae volu: c is dde cL'�fe foC ope:ztlaa Capac, Sm—ge cz zbil1CI CorsiS �L'C " �titl�lzacxaa
� ` 1 S=
re:suL'C.%e.^.ts. Bg4BCIlCae.{1C'li•
Ne%y.6--n-d:dlk retrof uea facility (SD)
l A.ritna: west, scorg_ and t:eztme:lt stracmres, su-- as but not ii=lted to colleraon systr=,s. Iaeoaas wid poads,
have ace_ dxsiz:cd to : =-. or excccd the m:mizmum s`nda^� any' species cadets. -
Na!-:ie of Technical Specialist (Please Print): Aft , WE6012Y •,5ec1, ,-1V
P�wLat=_on: ��c'L}�ti! �rD�trSL•ETI�U ��✓10E5_ %ti`C
Address(Acerc;�): � f%Nk ck� �7r L�C��•'�it�, C 3 Phone No.:�10-51 27G��
-Date.
B) L2rtd Aoalic2don $ite MI CP)
The pl—,-. pr:',,idzs rCC mini:. u=, separations CCu:.CS): zdc--Cau a-mounc Ofland For waste IICZliZs_"JiI; czcsca CCCa !s
su' ale "Cr hyd.-auiic =d auL—C .t loading rams.
Name of Tedlinlical Specialist (Please F-r4-.t). )mnA if � j
r.dcress(? .l �D %�'n •��7 L�-I �� /�� ���y� PlZar�e tio. �iQ �96 / �4_ ..
5tc:i`'t'-�.re. Dares• � �����
0
C) RLnoff Qa�t-r�ls Fr
Cce_ c fhe
Fact iry wichout exre7ior lets (SD or'VV u-F or RC)
i LS iaG :!tV dCts iaCt C.7t!t';^ aMV Cn':C::ar IC Ls.
0 Eacilitr with exrer!or lots (RC)
4Iethodi m rninimizz tic :tin at of pcLt.,=ts fi-am lout s;--37 and 1 ewri use ==,s bC=a des ijC'd III
aCc=r'c_ ^.• i :, L^=w:iC_t S'.::.tl r-'s c: YCEGCCd by �' RCS.
Nam e of Technical Specialist (Please Pr:nt): 1�7rvtln'4
AfitIiar_on:
Address(
S i2nal''r:
,NYC — J
raL- No.:

" D). IicstiorE and Hand3in� ui anent
'Clizat r}:c e17crQFr C:c ba r
V"V io"i
Existing or expanding Facility with existing waste application ectli menc (WEEP or I) -
/� Actin-ml was,= aucticatioi: ezuipmcat speciFe-d in tilt plan has be -_a either fieid calibr-ce_ or evaluated is
ac=ordazce with czisang desE� I chars and tables and is able to apply was._ as accessarf to acco=.Qd.=te the
pizz: {existing auglication c ;uipr--nt can cove. the a_*ca r-_:IuL-Gd by the plan at r--E= not to
ezcze either the specified hydraulic or nut_ient Ioadin; mas, a schedule for timir.; of applicadoas bs;s been
cs,ablis c_; r_ .uirY-+ buffc:s =L be a;aiata cc,;d and caibradea and 4us=cat g's'sd cc at= cantsn-' as part of
t:..e pla.-t}. .
Q e',w. ezpanded, or exiz,in� facility wlthc)ut exi5tIi7G waste acolicatlon ect.'i: It fa 5 rZV
AaL^._E Was:- appllcadon =c:4 =eCt spe-cified in Lee plan has been des"ped Ca a_lY waste as rICCCSSzff LO
actor cdacc the ,� aC =^. a r r r n r' _� a� he
waste r^r.a, s: t pia.:; (prcpcsc a:pE:ca.ioa a ;t_:; �' t c cove: 4 � area by the
plza at rates not to exceed eicte: Lhe speci:ted hydr-a- is or n'sF CzC lc=din; races; a schedule fcr e:::ic; of
applicaClous has bee= es,aCjis,' ,- u" '+ e ai ei +T all t and Q c-
.e_., C= � bts -:s c� b �=t_ac..:: c bra.aaa a.._ ad1a5LWCct auldatl._ are
ccc.tmi ea as par: of the pla.^.}.
Q 'New. exi2anded. or exi fifth facility without e.;I zinz waste an-licacion ecutomenc fort' C.d
areadinc riot {using somy-imgation. (W-UP or n
was,c a=glicadort rsipr_eac seccified in the pla= has been se?e_:ed to apply waste as aec_ssar-f to
ac_Jri =- cdz:e the taste II=j__ae.=cnt Qla_t; (proposed application a uip Ttaint can dove: the Brea f__LSired by the
plan at :a:CS not Co e;:C==d eicher the Specified hyds-auls_ or aut-lenc loading rates: a schedule far
apgllcatEo= has bt=:I esta:;lishcd; r -ui:ed buffc:s can, be maintained. cilibradoa and adjus;.::e: t are
cont3a e_ as par of the plz*t}.
Name of Technical Specialist (Please Pry:): +_/*n"'t
AffIlla"rdC
-±are Na.:
Ia•-2' 6-,25--g7
ST. WI P. RC or D
The :+'as:= .^..3.'?a?:..._ :C _3IIz i :r [.'_s f?C ilC;r :nC!udcs a Wave Ce.ar CaM. _-oI Chc=kIlst. = r_Sec: CoaL-01
C:hc=klisc. a Momz i:! Check sz a.^.d a-- Ere.-3!ucy Attica ?'a- Sourz=s of boC_ odor and ii.SCcv
h= _ bC_.^. G'IZIL :Gd W?Cu r:S= _. to MS SIt; and BC5: 4i3=?SG=_.nC LP:2C:IC,5 to Qd=:i and Best
tla-'�C.iG'L?rrc::C_s cc Cozczol fnscCS blye __== sGic_=d a_:d t:Cl :d_d "M t�c :+'as,C i2l'_:.. Bcdh the
pizza =d Cie .E..=,e: JCncy Act an �l� a � cCL.CIe t an-d c-.= be :..vIG-G':'.^. bV 'is
Nan e of Technical Specialist (PIease PrL:t): �..11MnK,t;`54,.�% .
A 1L Zticri: t
Addr`ss` :men �. .." .. Phone N-o.:
_Date:
F) ZVirrit'en N"ofice of etv or Expanding 5 ,virte Farm
The folic" .~zg sift y.u:z block, is only to be used for new or e.,i:panding swine Earns ghat began cons-truction after June
21, 1996. U t`e fat it-f was built before Junt 31, 1996, whe z was it ccrL_st :c:e-? or last, e.,p=ded - 1 S- J
I (WC) c=. ';j tta, 1 (wC) 4.avt aE:c=pt_' i :n coauc: by zzndf?cd ==21 _-11 prrcc : f oL'+ncrs and aEl pr-_cc..-7j O rd--s
who own ratx.:f Icczmd a=oss a pubEc fp :d. suet,- or h _#wzy E7o= ttiis new or txpazding sr'tae far^.._ The node=,Was ux
of N. CGS 106--305. A copy of the aodcc W.d a list of file nod_A— is
1Liacic-s
Name of Land Owner :
Signature:
Name of Man2;}r(if difi-r,-tnt from owner):
Date:
Sibnat_: a Date•
ANVC — January 1,1997 3

I.I. Certification of Installation :
A} ollection Storage- Tres it Installation ��L CAIP01.
New. exuandedor retrofmcd faciliry (SI) g OF•SSIOA,
Animal waste storage ard.creatment structures, such as but not Britcd to lagoons and ponds iav _ 19
;
accord.,ace wig ti±c aporaYCd plan La ri1G_t ar cxcc•e c�..iLL7t rii Standa.-.s and specii"icauBas. 89R`
16415
For e,s<zr:g fec:I:rIPS WL'hout re?rt7vUs, no certification is necessary.
Name of Technical Spec'alist
A= tUation: �+'•4-iN ?l;)" ,v`C
Actdre.ss(: geacy}: � deli /�L�v s ✓`�iJ Ale -a6 T7,' PhomzeNo.. 0 !l'O zZ 70S
Signattir-• �. Dace• /�/z�/� � ``' _
B) Land AoalFc' 66n Ste 0V P)
Check the appropriate bcz
1-7
E The c;opp;r.- syste-m is in place on aI1 land as specified in the 2-nii'ii.al waste manag-rent ptefl.
Cl Conditional Approval: aai ;-e .tired land as specified in the piac is cleared for pla=tin;; the capping s�teci
as S'ce_Ifm iri cze waste uti?izat:e_ plate has not been esabiisbed and the owner his cot :tittr3 to establish the
vege_:ifln as sPeCMews Lit the pla.� by (t;.oat^1d=ylye_"); 4L_ pia_ ose�+ corer c-p i; a crpra=_
for cot: ii=ce With the Wasteurilization pIa=
❑ PJso check &ds box if approprriam
if .Oz-.._ cropping s fscerm as s. ecifiied in the plan can _at be estab[isae3 on newly cI_-*=d ::tom 30 days
of t�-J' ca.~i cz=ica. dhe Owner has eor_^it:c to=stabiisu a= c-p for =Sloa czz aI:
Name of Tec;inical Specialist (Please P:�:�t}: �JI M 14 .
A-M5 iadTon:
Address( _}: Phone No/
S1��=^.Ire'
This follo�vi.�i;naiutYblock is only to be used when the box for condi`ional approval in I±I. B
above has been checked. _
I (+'e) Cc -tiff tt'1 I (we) cc estlbLs" the c-g_ irg sys:_w as s7cC:L e-? i : .y (our) was:_ =Fli aticr pl-=, mmd
if aopmpri tc to -vabliS : L'C rcc far er.7sicn _....— I. zad will sub—rmh cc DE,.1 a ve .tic--doa of ccc:o[e;';yn :rod^. a
T Cc!rlic'.:.1 SP-cc- .list Withi : IS ctle :'_=' d_vs fcLaw ing the d",- spe0iile'� in t.Ze cori�iciandl ':ica{IGC� I (we)
f"';_ :o submut t_:S vr-:ic:c:cn is a vici--ica OL Lie Wass_ :'`:ate==__c pla= a=d will SL bjtc: � �us) to am c=f=..=w==t
ac_aa acm D E A
Name of Land. Owner: _ _ --
Signature: Date:
Nzme of-Nlaaa;er(if di_ e:eat &= y owner):
Signature: Date:
A C -- Jzncrmry 1, 1997 4

_ Q Runoff Controls from Exterior Los (RC)
Facility with cxttno-
Mehods to rrinirmzt.the __-- ,off of poIlu=-Its from IOU: sing and Elea•}+ u,c srcas bave br_a irstailcd as sgerifled
in he plan -
For facilities without exterior lots, Gerd: cation is necessa
Name of Technical Specialist (Please Print):
Affiliation:
Address(_k ucnc; ): Phone No.:
S ignan-,r Dac-:_�
D) Armlication and Handling E uivrnent Tzstallation CWUP or 1)
Check the rz rot„_a block
�• .4Z-1a at•wiSre a olic2'1or and iaad?,ng =u.ja,,:SC 5 e_Si^d to he ply is on, site had ic' y far use; calloL-Con
and adjus=eat m—_ias have beta provided to the owrL s and are coat='red as pa_*t of the plaa-
Gt Ani zt waste ap,plicazon a d handl ng equipment specified in the plat has not beta ias-._Iled but the owner
has propcsed lersln or tin *, . pzz,,y kppUc. ion and has provided a sI?m=_4 coa=zct; equipmezC specified in th-c
coat._ct ag=ces with the r=.1circ ::cats of the PIz.:; required buff-c s can be auinLiine:L, calibrzdoa and
adjus=ent guid=ace have been provided to the ov+ne:s and ace contained as oz: of the plac..
0 Conditional approval: A=i^-1 waste zpplica^on and handliza w_lzMent sve_ Tied in the Pizn Rini beca
pt_rchaszd and will be or site and ifs;=?fed by C�): tie._ is adequate Stcr__s_ to
held she wastc unrl 0�c cui=r:nG:tt is i_szz!I:d and until the , astc can be Iu.d=c_iicd in ac_ordz<a- Widi tne
erQCCiIIg in tb'c plan,; and c-iIirration and adjIIs=I_-nt 3liid:-:__ ha _ been provided to tnC
au CC aid are cca=- ied' as Yar of ch= pl.--.
Name of Techr icaI Specialist (Ple-ase P:111t)
I` p,m In � .. . P11A j II I-
r"TI aria:±:. f�
Addr��ss(.zc� Phone Itio.:
Sinat=�r-� Dat
The foIlocvif? nat*sre bock is only to be =ed when the box for conditional approval in III D
abOYe IiaS l]__n checked
i (wc) Cep;. y+' zhs.r T (w_) .lave commit,:d to purch`se the Z _rnal `%+'a5CG appUcai:oa and equiper-It nt as
S%c r d•n� '� a ^�c� 1 ! i' i `= � - n i-+n do i•;._ a7T�- rs
:I�Ic ii. :J (O :� 'ii�St :%a: �_rnG;,C pl�i Z:d wIL SLC)r:! C CO D_�f a :iflC-C..y t]t I. :1 a::d
I'cin a 1 tc'=. ;cats SCC':��iSC w-thir, I5 ca?cndar d?vs follow:ns the date specifted in tiic ccridii;onal c=,ti;ication., i
(we) re'lizza tha::ai,urm to siEbra t th;s ve.nfica-rion is a viola_;o of the + l5zz �+'=a_ .:sent pl_ end, WiII subj:= We
(L's) to 2-i _ ?rC:... :cC aeon trout D=2"vt.
Name of Land Owner :
Signature- I Date:
Nave of NManaber(iL di erent &orn owner):
Signature: Date:
F) Odor Control. Trisect Control and Mortalit: Management (SQ. ST. W •7P. RC or n
Me:hods to conf:ol odc;s and insec-s as spe_i red in r.%c PIa: have been installed a,^_d are ogeiation_i. The
cam.::LI[ Sfst-:i as Sw`=i�iG"� ;iz t4_ Pi?_ln C'ias also bee3li:s'°i :? a,d is ovG2tlorizal.
Z`
Name of Technical Specialist (Plczse Print): %J i M
S o iJ
A ffiliation: '
Address(=-.,-c:icy):_
S i e:iattirc:��
.k%VC -- J=r.LL :ry I,1997
5
hone No.-.
Date: :_2 5 9 7

Please return the complete n to the -Division of Water QualL he following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29335
Raleigh, NC 27626-053.
Please also remember -to submit a copy of this form along with the complete Animal Waste
Management PIan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.
6

NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Mike Shaw
MKJS Farms
Bladen
Feed -Fin
15360
Anaerobic Lagoon
180 days
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 of i 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

5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. 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. 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, M, tons, etc.):
15360 animals X 986 gal/animal/year = *`********** gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
15360 animals X 2.30 lbs/animallyear =
35,328.00 Ibs
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.
Page: 2

The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Tract
Field
Soil
Type
Crop
Code
Yield
/Ac
Ibs N
/unit
Acres Lbs N/Ac Lbs N Ibs N
Residual /Ac Required
22 20.0 130.0 2912.00
Time to
11005
6
Tr
D
120.0
1.2.5
_!Mply
Mar -July
11005
5
Tr
N
45.0
2.40 ,
20.0 88.0 3009.60
S-April
11005
5
Tr
O
33.0
4.00
34.2 ✓ 132.0 ; 4514.40
Jun-S
11006
8
Tr
N
45.0
2.40
(;143P 20.0 88.0 :2992.00
S-April
11006
8
Tr
O
33.0
4.00
34.0 132.0 i 4488.00
Jun-S
11006
4
Tr
O
33.0
4.00
48, f 132.0 6454.80
Jun-S
11006
4
Tr
N
45.0
2.40
48.9 20.0 88.0 4303.20
S-April
11006
3
Tr
O
33.0
4.00
✓
35. 132.0 14620.00
Jun-S
11006
3
Tr
N
45.0
2.40
35.0 20.0 88.0 3080.00
S-April
Total -14F4-- S 36374,00
Available N `✓ 35328.00
Is4. *Difference-1046.00
-Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals.
*A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
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 bermuda), 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
Page: 3

should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately 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 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 cut to a height of
about two inches before drilling for best results.
The following legend explains the crop,codes listed in the table above:
Crop Code o
Lbs_N utilized 1 unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N 1 ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Com - Grain
1.25 lbs N /,bushel
E
Com - Silage
12 lbs N 1 ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue- Grazed
50 lbs N 1 ton
H
Fescue - Hay
50 lbs N 1 ton
I
Oats
1.3 lbs N I bushel
J
Rye
2.4 lbs N 1 bushel
K
Small Grain - Grazed
100 lbs N 1 acre
L
Small Grain - Hay
133 ibs N 1 acre
M
Grain Sorghum
2.5 lbs N 1 cwt
N
Wheat
2.4 lbs N / bushel
O
Soybean
4.0 lbs N / bushel
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables_
See attached map showing the fields to be used for the utilization of animal waste.
SLUDGE APPLICATION:
Page: 4

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 0.36 pounds of plant available nitrogen per animal per year in the
in sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 27648.00
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 92.16 acres of land. If you apply
the sludge to com at a rate of 125 pounds per acre, you will need 221.18 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
applications.
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 the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Tract
Field
Soil
Type
Crop
Application Rate
inlhr
1566
5
KeA
B
0.50
1566
4
KeA
B
1566
2
KeA
B
1565
2&3
KeA
B
1566
5
KeA
K
1566
4
KeA
K
1566
2
KeA
K
1565
2&3
KeA
K
Application An
`inches
1,50
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 limitation. 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 instance should the volume of the
waste 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 the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Additional Comments:
Grower may utilize additional acreage in the fields listed for waste application and may
alternate cross listed.
If crops are alternated 20 Ibs of Nlac residual must be applied to crop behind soybean.
Page: 6

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Fans: 1 1(,73- -P rbF2F J—J
Owner/Manager Agreement:
Uwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Uwe 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 nutrient management plan and a new certification to be submitted to DWQ 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 nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This 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:
Signature:
r�
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Please Print
Jimmy R. Vinson
Brown's of Carolina, Inc.
P.O. Box 487
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
Date
Date
Page: 7

. �,.i�; �: ���le��""'+'. [/���{ v tit

WASTE UILIZATION_PJN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff drift, mamnade 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 a notarized agreement for use
adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose ok-waste.-- ,
he/she shall provide a copy of a notarized agreement with a landowner who is within a reasonable proximity, allowingr/her. N`
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_
i�
-. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type, avrle
moisture, historical data, climate conditions, and level of management, unless there are regulations that restrict the rate o
application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that is eroding .
at more than 5 tons but less than la tons per acre per year providing grass filter strips are installed where runoff leaves the
field. (See FOTG.Standard 393-Filter Strips)
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 off -site 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 and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen.
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to depth
that would prohibit growth. The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching. Waste
nutrient loading rates on these soils should be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of a 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 shah! 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 surface water_ This
distance may be reduced for waters that are not perennial provided adequate vegetative filter strips are present (See Standard
393 - Filter Strips)_

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet from wells.
1 I Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by 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 it has been approved as a land applications site by a
"technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates and 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. Lagoon
berms and structures should be inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is 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 permanent 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. Soil tests shall be made every two years, and a liquid waste analysis shall be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept for five
years.
Dead animals will be disposed of in a manner that meets NC regulations.

1lolrtality Managcmelit Nluthocls
(check- which methods) arc bein- implemented)
D Burial three feet beneath the surface of the ground within 24 hours after
knowledcc of the death. The burial must be at least 300 feet from any flowing,
stream or public body of water.
Rcndc.ing at a rcndcruii! plant licensed undo: G.S. 106.168.7
❑ Complctc incinc;ation
In the case of dead poultry only. placing in a disposal pit of a size and'design
approved by the Department of ARriculturc r
.l Anv method which in the professional opinion of the State Veterinarian would
make possible the salvaec of part of a dead animal's value without endangc:ing
human or animal health. (Written approval of the State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
Smn'cc C Huse Irt%ii's It► Conit•ol lusecls Site SlicciGc Praclices
Lifluill Systeuts —
i heal (Iti14:15 • Accunrttlaliun (il'sulids Cl 1,111sh syslelu is dcsilarlcd tool uperilled
sul'licicnliy to rcnlovt: accutnulalc�l suEiils turn
gultcrs as design d.
Cl Remove bridging of accurltulated Solids ill
(liscltargi:
I.aUuuus anal HIS crusted Solids Maiituiin lalinans, sellling basins and Fits Nvllcrc
pesl hrectling is apparciLl to IllitlillIkLe the
crusting ol'solids to a del)1 l ofno rttore than 6 -
8 ilichts ovt:r more than 30% ofsnrCact .
rFxcessivc veucialivc I)ccllyiny vqctaliun Mainlain vegetative control alun0 hanks Ill*
I ittnvth 1cll;003s and other impoundlucnls to prevent
;;ccutill Ill ion ohilecayittl; vegetalivc;nailer
along waler's edge on impouutlnlcni's perioicicr.

Swine Farm Waste Management Odor Control Checklist
Source Cause 11MI's to h iuinlite ntlur Silt specific Praclires
FatllIsle;uI • Swint; prutiuctiun Vegelalivo or wooded buffers;
Recommended best managenlcilt praclices;
f7' Gond judgment and common sense
I Anim;,l bo,ly surL•accs
9
• Dirly manure -covered animals
Dly floors
I luau ,nlf;tccs Wcl tu;lnurc-covered floors slotted floors; --
Walerers l(peated over slouc(I floors;
Cl Feeders at High end orsolid floors;
n Scribe nlannre buildup rronn floors; `
Underfloor ventilation for drying
A1,llnnt; 0)1l4cIi0n pill . tlrilic; r-I Frellrlcnt 1mu111ee removal by Ilosb, pit recharge,
• Partial microbial deconapasilion or scrape;
Cl Underfloor ventilation
�V 1161,uitul c:OWHA bans •
Volatile gases;
Fan nulintenarlce;
Dust X Efficicul airnloverllcnt
lnduur sill [aces
Dust
Cl
Washdowal between grtlall)S t1I illlilIMIS;
n
Feed additives;
0
Feeder covers;
n
Feed delivery dowasiuml extenders to reciter
covers
flush Dulls
Agitation orrecycled lagoon
Cl
Flush lank covers;
litluill while larks arc 1111iag
f_I
lixtend fill lines Io near bullonl ol*I ml;s with
anti -siphon vcnls
Hirsh ,,Ilcys
a Agilalion dlu-ing WilSIMau:r
1-1
Dilderlloor Ilush with nndcrlluor vcrtlihilion
conveplicc
vil ledrall;c
0 Agilalion nrrecycled lagc}on
f-1
I:xlcud Iecbargt: lilies 11) lical. huttum u1 Mils
liquid while Ails are filling
With allli-sipluiu vcnls
I.ili )Dilival>
Agilalion during stilly Wilk
CI
Sony lank covers—
lilling Gild drawllowll
tluisicle drain collection
Agilalion during wastelvaler
r l
llox covers
ur junction boxes
Conveyance
Ahl()(; - t-luvetuhcr 11. 1996, Page 3

Soorcc Cause [IMPS to Mirlimi-te 041ol. Site Specific Praclices
Elul of drainpipes at • Agitation during wasimater Ll Emend clischarge pairll of pipes underllcalll
iagouu conveyance lagoon liquid level
Lagoon anrlaces
9 Vcllalllts hes C1111551a11si
AD
Proper lagonn liquid capacity;
Iliological nlixilig;
Correct lagoon startup procedures;
■ Agilakoo
Minimum surface area-lo-volume rltio;
Miniunun agilalion whco.pumping;
n
Mechanical neration;
rl
Proven bioingicaI additives
h I igatiun sprinkler
0 1 ligh pressure agilatioll;
P,Irrigate
on dry days with lildc or no wind;
Iu1ZYIcS
. Wind drift t
Minimum rccorluncuded operating pressure;
Pomp inlakc near lagoon liquid surface;
cl
Pmup front second-ctagc lagoon
5lou;ll;c tallk or basin
• Vallial micrubi;il dccomposilioll;
n
Rollout or midlevel loading; —
so' fac
. Mixing while lillinG;
n
'funk covers;
• Agitation when Implying
n
Basin surface alms of solids;
n
Proven biological additives or oxidants
Sealing basin surface
a Pallial 1111crobial decnnlpositioll;
❑
Exleod drainpipe outlets underneath liquid
• Mixing while filling;
level;
• Agitation when emptying
Cl
Remove settled solids regularly
Manurc, slurry ur sludge
• Agilaliorl when 5preadillg;
n
Soil injccliou ol'slorry/sludges;
spreader outlets
Volalile gas culissiorls
❑
Wasli•residual manure from sprcadcr after use;
r_l
Proven biological additives or oxidants
locomen nruulrc.
Vol -wile gas culissions while
n
Soil injeelion ol'sllury/sludges
slurry or stu,lge on field
drying
n
Soil iucorpnralion %villtin 18 hrs.;
sill I.1ces
n
Spre;lcl ill Iltill 1Il►iftlr111 layers 11or rapid (IryiuL;
n
I'rnvcl) biological additives or Oxidants
DL:;ul animals
a Carcass decomposition
Proper disposition ofem-casses
DC;111 aniulal distulsal
0 C;ucass tlecnrllposilicou
n
Complete covering of Carcasses ill borial Ails;
firs
n
Pruper location/coustruclion ofdisposal pits
lltciuer;tttlrs
a Incomplete Colr1b11slioll
n
Secondary shad. burners
1
AMOC - hlovulldler 11, 1976, Page 4

Source Cause HNI1's In Mininiice 011111, — - — Silu Sliccific Pracliccs
Slaotlhig %valor arountd - lmprol►cr drainage; _ Grade and landscape such Iliat water drailis
la�iliiics Microbial decomposition of awiry from lacilitles
organic maltcr
Klauure tracked milo Poorly mainlained access roads Dart access road mainlenance
pulilit: roads Linen Linn
i1ccess
Addilio►ial Information : AvaiiabIr Flow :
Swine Mamire Miniageinum ; 0200 undc/dZMP Packel NCS11, Cotrniy lixtunsioo Ct:nlcr
Swint: Prutluclio►i Far►rr 1101t:niial Odor Sources and Itcmcdit:s ; EIIAE Facl Sheet NCSIJ - IIAE
Swint: I'ratlticliun Facilily Min►tire Managni►c il: I'il Itecliarge- Lagoon Trealnteol ; I711AE 128-88 NCSIJ - IIAE
Swine 11iotlricliuti Facilily tvianuru Mariageuicul: uIlderlloor 1:luslh - Lagoou'I'rcalu►ent ; G13A1: 129-88 NCSIJ - IIAIi
L. Iut mu I)usign and Matiagenictit for Livestock Manurc Trealment and Sionge ; EIIAli 103-83 •NCS(I - I)Ali
Calihralitm of Manure and Wastewater Application Equip►uenl ; EDIAE fact Sheet NCSIJ - IIA li
Conlrulliog Odtus from Swine Ili iidiogs ; 11111-33 NCSIJ - Swine Exlcrision
Eiiviruiuucutal Assnrancv Program ; NI'1'C Manual N(: 1'oik I'ruducers Assoc
Ol►ihms for Managing Odor; a rep-ml from the Swine Otlorl'ask force NCSIJ Agri Con►mmmicakons
Noisaacc C'micertis in Animal Manure Management: Odors and l:lics ; PRO107, 1995 Conference I'roccedinys Florida Cooperative lixiension
AAit IC - ldnvcu►licr 11. 1996, l'iiv 5

I
LAGOON MARKER
FREEB(DARD + -.--15YR/24HR STORM
IAXIMUM EVEI
6 M
! -?A y
C-) r-.
HNIMUM I-EVrEL
IERMANENT

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I

Operator:M. & H. Shaw
County: Bladen
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
Date: 11/29/93
3500.0 feet
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
5760 head (finishing only) x 135 lbs. 777600 lbs
0 sows (farrow to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 777600 lbs
j
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 777600 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 777600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet N" SG�SfE S`o,�6 t �� L,�•v�d���
Ae-Oves 7
4. TOTAL DESIGN VOLUME
Inside top length 400.0 feet ; Inside top width 378.0 feet
Top of dike at elevation 50.0 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49.0 feet
Bottom of lagoon elevation 39.5 feet
Seasonal high water table elevation 45.0 feet
Total design volume using prismoidal forlimula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 372.0 9.50
AREA OF TOP
LENGTH * WIDTH
394.0 372.0
AREA OF BOTTOM
LENGTH * WIDTH =
337.0 315.0
146568 (AREA OF TOP)
106155 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
365.5 343.5 502197 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) -+- AREA BOTTOM] * DEPTH/6
146568.0 502197.0 106155.0 1.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1195290 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width = _ '
400.0 378.0 151200.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 151200.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 777600 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 190356 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush_ system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 88200.0 cubic feet

5D. Volume of 25 year -- 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 94500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
190356
cubic
feet
5B.
0
cubic
feet
5C.
88200
cubic
feet
5D.
94500
cubic
feet
TOTAL 373056 cubic feet
6. SUMMARY
Total required volume 1150656 cubic feet
Total design volume avail. 1195290 cubic feet
Min. req. treatment volume plus sludge accumulation 777600 cubic ft.
At elev. 46.0 feet ; Volume is 775944 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1100790 cubic feet
At elev. 48.3 feet ; Volume is 1093814 cubic feet (start pumping;
Seasonal high water table elevation 45.0 feet'
7. DESIGNED B APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311). The topsoiling quantity is in excess of amounts
specified on page one (1). _
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon sha%11 be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with a SCS approved material (ie-CL,SC,CH). Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 6.0 ACRES
USE THE SEED MIXTURE INDICATED:
360 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FQOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
180 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
6000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
12 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
600 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.

P Y
_ - - - e.[ . i _ -
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atc . ^ 32j 2qG Y6's
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'PF.S OF MATERIAL. PCOUNTERIr IN,
Nu one vivstems . belom) .
UNIFIED CLASSIFICATION a, USDA CIASSYFfCATION.�
-GW - Well graded gavels; gravel, sand -Ws': S -gravel r -
GP - Poorly cmded grwels s -sari r .
G14 -silty gavels; gravel -sand -silt mix vis - ve fire sand _
GC - Clayey paveh; gravel -said -clay mist s1= snaz Ipaw.
SW -Well graded seeds; ssstd-�v�el mix 951- fine "sii* lam
SP -Poorly gaded aasds 1- loos _... _
SW -Silty seed :-. gl-gravelly. lows
3 - SC -Clayey sands: seed-elsT mdstates' si - sift-...,
. .
UL - Silts; sl&y. v. fine sandy of clayey silt sil - silt loam
CL-Clays of low to mod fws plasticity cl-clay la m
CH -Inorganic clays of high plasticity siel - silty clay Iowa
MH - Elastic slits scl - sanely clay loam' "
OL-pfganic silts and silty clays, law plasticity sic -silty clay
OH -Organic clays. medium to high plasticity C-clay
L Suitable mrtwW for enibankmsa! is available O Yee ON. ru.�.� raw. e�e.s d+ er.. aMd► as
manna. -,
-��: l � 1 � - � fir` -fie �� • - --
1 Expb is bswrde requiring or.-Cw attention in design r.Smowe, m fi+a._ Aw* Gc)
Ile
r.-tau, REMAxxs:
I'm

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest.24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out: "-
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging 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 pump -out of the lagoon when fluid level reaches eleva-
tion 48.3 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 46.0 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria). The design temporary storage, less 25 year storm
is 278556 cubic feet or 2083602 gallons. As stated before, this
volume will vary considerably from year to year.

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

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and.the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated 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 25 year rainfall will nod
be a factor to consider in an annual pumping cycle, but this storage•
volume must always be available.
A maximum elevation is determined in each design to begin `.•��
pumping and this is usually the outlet invert of pipe(s) from $£
building(s). If the outlet pipe is not installed at the elevation tac ==
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be establiswed -4
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging 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 52.7 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 50.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 310803 cubic feet or
2324806 gallons.

SHEET 2 OF 2
4. The recommended maximum amount,to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation. '
7. All surface runoff is -to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

Operator:MKJS Farms iI County:
Bladen
Date:
05/26/95
Distance to nearest residence (other
than
owner):
>1500
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs. =
0
lbs
0 sows (farrow to feeder)
x
522
lbs.
0
lbs
6400 head (finishing only)
x
135
lbs.
864000
lbs
0 sows (farrow to wean)
x
433
lbs. -
0
lbs
0 head (wean to feeder)
x
30
lbs. =
0
lbs
Describe other :
0
-s Total Average Live Weight = 864000 lbs
2. MINIMUM REQUIRED TREATMENT.VOLUME OF LAGOON
Volume = 864000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 864000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 590.0
Inside top width (feet)---------------------- 290.0
Top of dike elevation (feet)----------------- 54.2
Bottom of lagoon elevation (feet)------------ 44.2
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------- 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 584.0 284.0 9.0
AREA OF TOP
LENGTH * WIDTH =
584.0 284.0
AREA OF BOTTOM
LENGTH * WIDTH =
530.0 230.0
165856 (AREA OF TOP)
121900 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
557.0 257.0 572596 (AREA OF MIDSECTION * 4)
CU. FT. _ {AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM)
165856.0 572596.0 121900.0
DEPTH/6
1.5

Total Designed Volume Available = 1290528 CU. FT.

5. TEMPORARY STORAGE REQUIRED"
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
590.0 290.0 171100.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 171100.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 864000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1578240 gals. or 210994.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches

Volume = 7.0 in * DA / 12 inches per foot
Volume = 99808.3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 106937.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
210995
cubic
feet
5B.
0
cubic
feet
5C.
99808
cubic
feet
5D.
106938
cubic
feet
TOTAL 417740 cubic feet
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.5
inches
Freeboard===================================>
1.0
feet
Side slopes=================================>
3.0
. 1
Inside top length========================_==>
590.0
feet
Inside top width===== ======================>
290.0
feet
Top of dike elevation=======================>
54.2
feet
Bottom of lagoon elevation==================>
44.2
feet
Total required volume=======================>
1281740
cu. ft.
Actual design volume========================>
1290528
cu. ft.
Seasonal high watertable elevation (SHWT)===>
49.8
feet
Stop pumping elev.====_==___= _= __=___=_==_>
50.7
feet
Must be > or = to the SHWT elev.==========>
49.8
feet
Must be > or = to min. req. treatment el.=>
50.2
feet
Required minimum treatment volume===========>
864000
cu. ft.
Volume at stop pumping elevation============>
891976
cu. ft.
*

Start pumping elev.===-=____________________> 52.7 feet
• Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1183591 cu. ft.
Volume at start pumping elevation=====______> 1208250 cu. ft.
Required volume to be pumped________________> 310803 cu. ft.
Actual volume planned to be pumped=====_____> 316274 cu. ft.
Min. thickness o soil liner when required==> 1.5 feet
7. DESIGNED BY- APPROVED BY: �a�aaaa,
�C J • t� t"
DATE: DATE: 0�
A
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: 'P NE,,�•
A„_.,

SHEET 1 OF 2
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:
---------------------------- ;7----------
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 will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
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. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the -discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall -be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
5C, CL, or CH.
a
9

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 4.0 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 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
240.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING-jDATES: MARCH 15 TO JUNE 15
32.0 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
160.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.0 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.

U. S. Department of Agricuitore
Sail Conservation Service
i\4 �iJv+ -vim
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR $Af45.
Landowner-� S " County G F 'A1
Community or Group. NO.' ' ' Conservatiorr'Pion Ne.
Estimated Depth of Water to Top, of dam Ft.' Length of Flood Pons S-90 Ft.
Date of Field Hazard Investigation ' J, -
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure_
. . t.. ev. t_ ElevaEion
Kind o-f -.Improvements-- of Breach
Reach: Length:'Width: Slope: Land -Use ; Improvements : Above :Floodwater Above
: Flood Plain: Flood Plain
Ft_ Ft. Z i Ft. Ft.
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
I )3 r1P &a f
Hazard Classification of Dam Ca b, c) (see NEM-Part 520.21) .-
Dam Classification (I, II, III, IV V)
By
name)
e
Concurred By
name(title)
NOTE: 1. Instructions on reverse side_
2. Attach additional sheets as needed.
Date
Date '7`i-

TYPICAL X---SECTION TOM ELEV. 50.00'
��..� NAIL IN;_--
SEE NOTE 3
4 SEE NOTE. 2 . 2 .
f I� LA
EXC = 3 3 03 (A CY
FILL - PAD
Dlti<C,_ 49-.71 _v)
o
TOTAL: _. °r. �_CY 1) ALL WEAK MATERIAL TO BE OVERCUT
AND QACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALL
DEPTH. LINER FOR THIS LAGOON TO QE
COMPUTATIONS BY:
�i Cf� 1 0� � -� S �- 2) DIKE BEHINDQLDGS TO DE FAIN. D.a' .
HIGHER THAN OTHER PLANJJED ELEV..
u- . '
3) WALK AND LOADING AREA TO BE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF QLDGS;
FILL [o tit.oGS [JI_FORE EQUIP MOVES OUT (WORK TO HE
COORDINAII.—D W/ 111.1)(; C01,11RACIORS),
7
W
CORE TRENCH
SEE-. SOIL SHEr'
FOR DEPTH..
Ste_ 0M01-110LNOTES
Ces
E!J /
.ry7 ,,
•• .v .• .air, d r- ,

SORSA T41 ION
lGrower: IFFarm:
Ioperation: goo
state Road
[Date:
[County:
Distance to nearest residence:
Number of homes within half -mile radius:
Number of homes within one mile radius:
j
Distance to closest swine producer:
Distance to Feedmill:
Wetland Information:
Comments:
Depth
1
2
3
4
5
6
7
(f t)
0-1
1-2
2-3
3-4
12^ C_
5-6
6-7
-5
7-8
8-9
9 10
10-+
6easonal high Water Table
If Z"
Borings made by:
Signature & Title:
Ell

Operator:MKJS III County:
Bladen
Date:
07/22/96
Distance to nearest residence (other
than
owner):
>1500
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x
1417
lbs. -
0
lbs
0 sows (farrow to feeder)
x
522
lbs. =
0
lbs
3200 head (finishing only)
x
135
lbs. =
432000
lbs
0 sows (farrow to wean)
x
433
lbs. =
0
lbs
0 head (wean to feeder)
x
30
lbs. =
0
lbs
Describe other :
0
Total Average Live Weight = 432000 lbs
2. MINIMUM REQUIRED TREATMENT -VOLUME OF LAGOON
Volume = 432000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = I CF/Ib. ALW
Volume = 432000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 350.0
Inside top width (feet)---------------------- 260.0
Top of dike elevation (feet)----------------- 52.2
Bottom of lagoon elevation (feet)------------ 42.2
Freeboard (feet)------------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 . 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 344.0 254.0 9.0
AREA OF TOP
LENGTH * WIDTH =
344.0 254.0
AREA OF BOTTOM
LENGTH * WIDTH =
290.0 200.0
87376 (AREA OF TOP)
58000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
317.0 227.0 287836 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
87376.0 287836.0 58000.0 1.5

Total Designed Volume Available = 649818 CU. FT.

5. TEMPORARY STORAGE REQUIRED-t
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
350.0 260.0 91000.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 91000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 789120 gals. or 105497.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches

Volume = 7.0 in * DA / 12 inches per fo.c
Volume = 53083:3 cubic feet
a
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 56875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
105497
cubic
feet
5B.
0
cubic
feet
5C.
53083
cubic
feet
5D.
56875
cubic
feet
TOTAL 215456 cubic feet
. M04 4_C
Temporary storage period====================>
Rainfall in excess of evaporation===========>
25.year - 24 hour rainfall==================>
Freeboard===================================>
Side
Inside top length== ========================>
Inside top
Top of dike elevation=======================>
Bottom of lagoon elevation==================>
Total required volume=======================>
Actual design volume================ =======>
Seasonal high watertable elevation (SHWT)===>
Stop pumping
Must -be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume========_-=>
Volume at stop pumping elevation== =========>
180 days
7.0 inches
7.5 inches
1.0 f eet
3.0 : 1
350.0 feet
260.0 feet
52.2 feet
42.2 feet
647456 cu. ft.
649818 cu. ft.
48.1 feet
. 48.5 feet
48.1 feet
48.2 feet
432000 cu. ft.
426745 cu. ft.
*
*
*

Start pumping ________� 50.5
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 592943
Volume at start pumping elevation=====______> 589530
Required volume to be pumped_____________ ==> 158581
Actual volume planned to be pumped=====__==_> 162785
Min. thickness of soil liner when required==> 1.5
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
f eet
.•`••p..IH C a(iyti
712 7/ pE�SSIp 9
$ A
a �
16415
*Note: Engineering approval is for minimum design standards
and is based on pre -construction site and soils investigations.
Technical specialist shall verify soils during construction, co,&JSvcT
with Engineer on any required modifications, and perform final
as -built certification. Technical specialist is responsible
for excavation calculations and nutrient management plan.
Technical specialist to verify with owner/operator (1) all
applicable setback distances, and (2) excavation of known
tile drains in construction area before sitework begins.

SHEET 1 OF 2
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:
--------------- -------- _j-----
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 will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
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. Proper
compaction of the liner ihcludes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
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 the drains are encountered, the tile will be
of 10 feet beyond the outside toe of slope of the
trench shall be backfilled and compacted with good
SC, CL, or CH.
I
removed to a minimum
dike. The tile
material such as

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated 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 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging 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 50.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.5 This temporary
storage, less 25 yr- 24 hr storm, contains 158581 cubic feet or
1186183 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended -maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the -embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish -in vegetation. ,
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
B. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 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 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING 'DATES: MARCH 15 TO JUNE 15
f
16.0 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
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE 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.

U_ S. 0epa.—=..en C a i' Ms. i 4. U I u
Safi- Consecration Semice Sept -ember ISEC
File Code: 210
H.A74RD CLA,SIFIM..10H W Sr:=i FOR lAfloorls
Landowner %ylt 12T " : ` - =' - 6anty. p otl
Cc a�ni �f or C-mug. Na_:
Conserratierr'Plan No. .
Es ti���a Led Dept`: of �Iat4i- t^ Tcp. a f L'en r3. �' Ft.' Lent Q f Fi cad PBQI 37Q Ft_
Data of Field Hazird Invertigat-iarz 7 Z-9� -
Evaluation by reach of ff ccd plain dgwns tream to t: a point of estimated minor effect'.
frcmn sudden dam failure. -
- _ c... ev. . t. eYati cn
KZ rid of :Iimr-cvenents : of Breach
Reach: Lenc.-h: Width: Slope: Land list - Improvements : Above :Flcadwater Above
• Flood Plain: Flood Plain
Ft., Ft_ Ft_ _ Ft.
3
aSCriba p,Ota.�tial
'mpmvements frCm a
fcr loss of life and damage to existing or Probable future dcwnstre_m
sudden breach
Fward class i i icatiCii C L 02-m b, c) (sea N2i-part EL0.211)
Dz..m Class f icatien (I, II, ITT, y., y)
f
Date
cztle
Concurred By
name ti tie)
Nam: 1. lnstr-uctkicns on reverse side.
G. Actacn additional sheds as needed.

SOILS & sn EVALUAMON
ar: S
Farm:
ope=at-ion: $nc>
Estate RoadIL#
Date :
if County:Bf f✓
Distance to nearest residence: 4-
Number of homes within half -mile radius: 8
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to Feedmill:
Wetland Information:
Comments:
Depth
(ft)
1
2
3
4
5
6
7
0-1
1-2
vyj
Y✓f
j %y� .
sin
t y.
2-3
YA
5-6
<
Sit-' i %
_TN
6-7
L-G(
1
fN C
f
r `:
8-9
J
s-ia
�G CL
== '='
��' C L
10-+
l
x Seasonal reign Water Table '-
A
Borings made by:y--
Signature & Title:

d
I'l (I. A I r I -I I f 01 r'FZ D VN II 1,.� I V) I I' I ' C-3 EN r 0 R r' 0 RAT 10 N
ICI X Ili PF P OPIC'll
>C oni-I n o7 -
Rli!
IBM MMI
NINE In
wpm mm I I I I
■u OWN .4 1 IN? q, I
NOR
11111mill INN

lo-Fe ; ni4,1
�rL e 1s,( r/u S106S
'A(14
5-22
v
EXC
% ����7 cY
FILL =
PAD A 9� CY
DII(� 003- CY
wammummum
322
+ 10%
��
TOTAL:
CY
COMPUTATIONS BY:
TYPICAL X— SECTION
5LC NOTE 3
.,0/ -
C
W
SCE NOTE. 2
U, 5
Z/Z, z ,
�i
NOTES;
I ) ALL WEAK MAMINAL TO DE OVERCUT
AND C]ACull—LED AI4D COMPACTED.
MICKNLSS or LINER DEPENDS ON OVERALL
Ui:Plll. LINER FOR THIS LAGOOIJ TO DE
2) DIKE rIIND 13LDCS TO DE MIN. D.r
UC0. .
HIGHER MAN of l ll:ft r'LAMI`IED ELEV.,
%_.� . 1
3) WALK AND LOADING AREA TO DE DUILT 1,5' At1OVC LOW
EI•ID PADS. GUILD G' WIDE C0I41I1-1 , 7' FROM KAR or [1LDGS;
ria TO l.Hcs UI:I"ORE CoUIP MOVES OUT (WORK TO DE
COURDINAILD W/ IlI.UG CONIItACIORS).
TBM ELEV, .50.00' .
.Pt'M
1
CORE TRENCH
SCE -.SOIL SHE[
FOR DEPTH ,
SITE COND ION NUES
/W./15 /11/fir
- azQ, U L Gf
5g61Fle,ofvol 5
._/s1E s7 < r ,ear .� n�-__•

�I
I
E�

MKJS Pull Map- revised 8/28/2007 by: Samuel G. Warren, CID
Scale 1= 660' NOTE: 1st number is field, 2nd number is hydrant.

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