090061_CORRESPONDENCE_20171231

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North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor
Secretary
April 23, 2015
Kenneth Kinlaw
Kinlaw Nursery #l, 42, #3
7302 Healthy Plains Church Rd
Sims, NC 27880-9636
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090061
Kinlaw Nursery # 1, 92, #3
Animal Waste Management System
Bladen County
Dear Kenneth Kinlaw:
The Division of Water Resources (DWR) received your sludge survey information on January 9,
2015. With the survey results, you requested an extension of the sludge survey requirement for
lagoons #1 and #2 at the Kinlaw Nursery #I, #2, #3 facility. Due to the depth of treatment
available, and the rate of sludge accumulation in the lagoon, DWR feels that a sludge survey is
not needed for five years. The next sludge survey for lagoon #1 should be performed before
December 31, 2019.
Due to the treatment depth available, the Division feels that an extension is not appropriate at
this time. The next sludge survey for lagoon #2 should be performed before December 31,
2015.
Please call me at [phone] if you have any questions.
Sincerely,
rfFZ-0- I!! ��
L 6V
Christine B. Lawson
Animal Feeding Operations Program
Division of Water Resources
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS090061
Agriment Services
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: http:/Avww.ncwater.org
An Equal Opportunity V Affirmative Action Employer - Made in part by recycled paper

! PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: _ - - County:
Facility Name: L4nn,C + k{n 1&0 _r 3
Certified Operator Name: �ilr�n e41 f n fw _ Operator #
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/identifier (ID): I Z 3
Spillway (Yes or No).
Level (inches):
2. Check
all applicable items
V Liquid level is Nyjtbinlhe designed structural freeboard elevations of one or more structures. Five
and 0 ay Plans of Action a attached. Hydraulic and agronomic balances are within
accepta a ranges. L �r �Vc.,(e
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Resources prior to transfer of
waste to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 9-1 �7` 19 _
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.
Ira \11s Seller's
Facility Owner/Manager (print)
Phone: `"l i0 `
Date • q h 0
iiity erlManager (signature)
PoA Cover Page 2121100

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1- Structure ID: 1
2. Structure ID: 2
3. Structure ID: 3
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m = 454.3 lb PAN
line m = 479.3 lb PAN
line m = 346.7 lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
n. lines 1+2+3+4+5+6= 1280.2 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Iblacre)
t TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
11915
3
wheat
2.25
125.00
281.3
Set 1 - 4130
11915
4
wheat
3.71
125.00
463.$
Set 1 - 4/30
11915
5
wheat
11.16
125.00
1395.0
Set 1 - 4/30
11915
6
wheat
2.65
125.00
331.3
Set 1 - 4/30
11915
7
wheat
2.12
136.00
288.3
Set 1 - 4/30
956
3
wheat
5.82
96.00
558.7
Set 1 - 4/30
957
1
wheat
4.36
104.00
453.4
Set 1 - 4/30
957
3
wheat
1.40
96,00
134.4
Set 1 - 4/30
957
5
wheat
2.26
104.00
235.0
Set 1 - 4/30
957
6
wheat
2.84
104.00
295.4
Set 1 - 4130
957
9
wheat
1.11
104.00
115.4
Set 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) = 4552.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1280.2 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 4552.0 lb. PAN
y. Overall PAN balance (w - x) = -3272 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
NARRATIVE:
will begin pumping as soon as conditions allow.
o ay

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 Namelldentifier (ID): 1
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 & 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 gallonstft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
6.0 inches
19.0 inches
13.0 inches
252824 gallons
180 days
g. volume of waste produced according to structural design 119341 ft3
h. current herd # 2640 certified herd #1 2640
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 daysiline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 7/2412018
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)
19341 ft'
12705.9 ft3
18200 ft3
62641 gallons
1.44 Ibs11000 gal.
454.3 lbs. PAN
PoA (30 Day) 2/21/00

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/ldentifier (ID): 2
2. Current liquid volume in 25 yr./24 hr_ storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c. line b - line a (inches in red zone) _
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
6.0 inches
19.0 inches
13.0 inches
31900 ft2
258496 gallons
180 days
g. volume of waste produced according to structural design 119341 ft3
h. current herd # 2640 certified herd # 2640
actual waste produced = current herd # x line g = 19341 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 7128/2Q18
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)
12705.9 ft3
18608.3 ft3
63150 gallons
1.49 Ibs/1000 gal.
479.3 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 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) 24200 ftz
e. line G/12 x line d x 7.48 gallonstft3 196101 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 190481 ft3
h. current herd #F-2-6-0--01 certified herd #1 2600
actual waste produced = current herd # x line g
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 7/28/2018
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)
19048 ft'
W
14116.7 Jft3
41345 gallons
1.46 Ibs/1000 gal.
346.7 Ibs. PAN
PoA (30 Day) 2/21/00

Pat McCrory
Governor
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NCDENR ;, U`l
North Carolina Department of Environment and Natural Resources 0WO
Division of Water Resources
Water Quality Programs
Thomas A. Reeder John E. Skvada, III
Director Secretary
January 31, 2014
Kenneth Kinlaw
Kenneth Nursery 41, #2, #3
3160 Horseshoe Rd
Bladenboro, NC 28320
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090061
Kenneth Nursery #l, #2, #3
Animal Waste Management System
Bladen County
Dear Kenneth Kinlaw:
The Division of Water Resources (Division) received your sludge survey information on
January 2, 2014, With the survey results, Agriment Services Inc. on your behalf requested an extension
of the sludge survey requirement for Lagoon #1 & #2 at the Kenneth Nursery #1, #2, #3 facility. Due to
the amount of treatment volume, and the rate of sludge accumulation for the lagoon, the Division feels
that the next sludge survey for Lagoons #1 & #2 at this facility should be performed before December
31, 2014.
Please retain this letter and keep it with your farm records for reference. 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 Branch
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Agriment Services Inc., PO Box 1096, Beulaville, NC 28518
WQROS Central Files (Permit File AWS090061)
1636 Mail Service Center, Ralegh, North Carolina 27699-1636
Location: 512 N. Salisbury St, Raleigh, North Carolina 27604
Phone: 91 U07-64641 FAX: [phone]
Internet: w n�xaterauali3v.ora
An Equal Opportunity 1 Aftnnative Acton Employer

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Govemor Director Secretary
February 15, 2013
Kenneth Kinlaw
3160 Horseshoe Rd.
Bladenboro, NC 28320
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090061
Kinlaw Nursery # 1
Animal Waste Management System
Bladen County
Dear Kenneth Kinlaw:
The Division of Water Quality (Division) received your sludge survey information on January 7,
2013. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon #1 at Kinlaw 41, 42, #3 facility. Due to the amount of treatment volume available, the
Division agrees that a sludge survey is not needed until 2014.
The next sludge survey for the lagoon 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,
Larry W. Wade PE
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS090061
AQUIFER PROTECTION SECTION
1636 Mal Service Center, Raleigh, North Carolina 27699-IM
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] FAX: 919M7-648(AFFAX: 919-807-6496
Internet 1ww.nrwate1guaMy.o!U
DENR-FRO
FEB 18 2913
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NoofthCar6hna
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An Equal Oppo4uftity 1 Mmwme AcWn Employer

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
FEB Z b ZU13
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Governor Director Secretary
February 18, 2013
Kenneth Kinlaw
3160 Horseshoe Rd.
Bladenboro, NC 28320
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090061
Kinlaw #1, #2, #3
Animal Waste Management System
Bladen County
Dear Kenneth Kinlaw:
The Division of Water Quality (Division) received your sludge survey information on January 7,
2013. With the survey results, you requested an extension of the sludge survey requirement for
lagoon #1 at the Kinlaw #1, #2, #3 facility.
After a review of -the information provided in your request, and information provided over the
previous two years, it appears that the sludge layer depth is decreasing in this lagoon. Our
records do not indicate any sludge applications over this time. For this reason, the Division ask
that you submit verification of your application processes, and/or records to substantiate a
decrease -in the -sludge layer for lagoon #L.
Once we receive the information requested, an extension request: will be re-evaluated. Thank you
for your attention to this matter. Please call me at [phone] if you have any questions.
Sincerely,
Larry W. Wade PE
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS310106
AOUIFER PROTECTION SECTION
1636 Mail service Center. Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St Raieigh, North Carolina 27604
Phone: [phone] FAX: [phone]FAX [phone]
Internet www riawateroualiN.om
Nble
Carolina
aturall
An Equal Opportunity 1 Atftrmative Action Fmployor

DENR-FRO
FEB Q 9 202
NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P, E.
Governor Director
February 6, 2012
Kenneth Kinlaw
Kenneth Nursery # 1, #2, #3
3160 Horseshoe Road
Bladenboro, NC 28320
Resources
DWQ
Dee Freeman
Secretary
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090061
Kenneth Nursery #1, #2, 43
Animal Waste Management System
Bladen County
Dear Kenneth Kinlaw:
The Division of Water Quality (Division) received your sludge survey information on January 5,
2012. With the survey results, Jonathan Miller from Agriment Services Inc requested on your
behalf an extension of the sludge survey requirement for the two lagoons at the Kenneth Nursery
#1, #2, #3. Due to the amount of treatment volume available, and the rate of sludge accumulation
for the lagoon. DWQ feels that an extension is not appropriate at this time for lagoons #1 & 43.
The next sludge survey for lagoons #1 & #3 at this facility should be performed before
December 31, 2012. Thank you for your attention to this matter. Please call me at (919) 807-
6430 if you have any questions.
Sincerely,
'--*J
Miressa D. Garoma
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS090061
Agriment Services Inc, PO Box 1096, Beulaville, NC 28518
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] i FAX: 919a7- 4921 Customer Service: 1-877-623-6748
latemet: www.n aterguality.org
None
ithCarolina
Naturally
An Equal Opparturily 1. Aff native Action Employer

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NCDENR
North Carolina Department of Environment and Natura
Division of Water Quality
Beverly Eaves Perdue Coleen H, Sullins
Governor Director
Resources
February 10, 2011 RECEIVED
Dee Freeman
Secretary
Kenneth Kinlaw FB 14 2011
Kinlaw Nursery #1, #2, #3
3160 Horseshoe Rd
Bladenboro, NC 28320 GENR-FAYETTEVILLE REGIONAL OFgCE
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090061
Kinlaw Nursery #1, #2, #3
Animal Waste Management System
Bladen County
Dear Kenneth Kinlaw:
The Division of Water Quality (Division) received your sludge survey information on January 7,
2011. With the survey results, Jonathan Miller from Agriment Services Inc on your behalf
requested an extension of the sludge survey requirement for lagoon #1 at Kinlaw Nursery #1, #2,
-#3 facility. Due to the amount of treatment volume available, and the rate of sludge
accumulation for lagoon, the Division feels that an extension is not appropriate for lagoon #1 at
this time.
The next sludge survey for the lagoon No. 1 at Kinlaw Nursery #1, 92, #3 facility should be
performed before December 31, 2011. 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
Jonathan Miller, Ag iment Services Inc. PO Box 1096, Beulaville, NC28518
Permit File AWS090061
1636 Mai; Service Cemer, Raleigh Noth Carolina 2769P-163o Une
L ocabon: 2728 Capital n+vc . Raierah. North Carolina 27513,� North{frall�C�arolina
Phone: [phone] FAX: [phone] j i ustome, Smicc: 1-877-623-67 A 6 �aGf�
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Murphy-Br•.)Wn, LLC 12/4/2002 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Kenneth Kinlaw
Kinlaw Farms #1 (1,2 & 3)
County: Bladen
Farm Capacity.
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder 7800
Feeder to Finish
Storage Structure. -
Storage Period:
Application Method:
HnaerooIc Lagoon
>180 days
Irrigation
REr,FIX/rn
VAR 15 2M9
OP-FA*MWi.LFRFGf)NA, VAM
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 va€ue of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, I aching potentials,
cation exchange capacities, and available water holding capacitie .
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.
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 wN conserve nutrients and reduce odor problems.
1 of 8 RECEIVED 1 DENR I DWQ
AQUIFFR'PRf1TFf:TlON qI=CTION
MAR 17 2009

19
1�
Reception Area Specifications
Tr, cS Field Irrigated Soil 151 Crop Time to 1st Crop tsi Crop Lips N)Ac Lbs N Total ibs N
Pull Acreage T e Code A I Yield Ibs NWnit Residual fAc Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total IUS N
Code Apply Yield Ibs NIUnit Residua( !Ac Utilized
Total
Lbs NIAc
Total Ibs N
Utilized
955
A
3.84
BuA
0
June -Sept
29.0
4
1
116.00
445.44
N
Sept -Apr
50
2.4
15
105.00
403,20
221.00
848.64
955
Al
1.92
BuA
O
June -Set
29.0
4
116.00
222.72
N
Se t-A r
50
2 4
15'
105,00
201,60
221.00
424.32
956
B
3 06
BuA
0
June -Set
29.0
4
116.00
354.96
N
Sept -Apr
SO
l.4
15
105,00
321.30
221.00
676.26
956
C
3.29
BuA
O
June -Set
29.0
4
116.00
381.64
N
Se t-A r
50
2A
15
105,00
345,45
221.00
727.09
956
D
3.13
BuA
O
June -Sept
29.0
4
116.00
363.08
N
Se t-A r
SO
2A
15
105AO
328.65
221.00
691.73
956
E
4.1.
BUA
0
June -Se I
29.0
4
116.00
476.76
N
Se i-R r
50
2.4
15
105.00
431.55
221.Ou
908.31
956
F
3.8
BuA
O
June -Set
29.0
4
116.00
440.80
N i
Se t-A. r
30
2.4
15
105.00
1 399.00
221.00
839.60
955
G
1.86
Fo
O
June -Set
34.0
4
136.00
255.68
N
Sept -Apr
55
2A
15
117.00
219.96
253.00
475.64
955
t1
4.43
Fo
O
June -Set
34,0
4
136.00
602.48
N
Sept -Apr
55
7..4
15
117.00
516.31
253.00
1120.79
3543.56 3169.02 6712.58
� e�

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, it 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, fit', tons, etc_):
Capacity Type Waste Produced per Animal Total
Farrow to Wean
3212 gallyr
gallyr
Farrow to Feeder
4015 gallyr
gal/yr
Farrow to Finish
10585 gallyr
gallyr
7800
Wean to Feeder
223 gallyr
1,739,400 gallyr
Feeder to Finish
986 gallyr
gallyr
Total 1,739,400 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibslyr
Farrow to Feeder
6.5 Ibslyr
Ibslyr
Farrow to Finish
26 Ibslyr
Ibs/yr
7800
Wean to Feeder
0.48 lbslyr
3,744 Ibslyr
Feeder to Finish
2.3 Ibslyr
Ibslyr
Total 3,744 Ibslyr
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.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 29.46
Total N Required 1st Year: 6712.58
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 6,712.58
Total Nitrogen Produced by Farm: 3,744.00
Nitrogen Balance for Crops: (2,968.58)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

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
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April of 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.
CROP CODE LEGEND
Crop Code Crop
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue- Grazed
H Fescue - Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum/Millet
N Wheat
O Soybean
P Pine Trees
Lbs N utilized 1 unit yield
1.6 lbs N I bushel
50 lbs N 1 ton
50 lbs N 1 ton
1.25 lbs N 1 bushel
12 lbs N I ton
0.12 lbs N 1 lbs lint
50 lbs N 1 ton
50 lbs N 1 ton
1.3 lbs N 1 bushel
2.4 lbs N 1 bushel
50 lbs N 1 acre
50 lbs N I acre
2.5 lbs. N 1 cwt
�2.4 lDs N / bushel
4.0 ibs N 1 bushel
40 lbs N 1 acre I yr
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.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PANIyrlanimal Farm Totallyr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
7800 Wean to Feeder 0.072 561.6
Feeder to Finish 0.36
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 561.6 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 2808 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 9 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 22.464 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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
+rrigate 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.
'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.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Tract
Hydrant
Soil
Type
Crop
Application Rate
inlhr
Application Amount
* inches
955
A
BuA
O
0.6
1 Cr'
955
956
Al
B
BuA
BuA
O
O
0.6
0.6
1
1
956
C
BuA
O
0.6
1 '4
956
D
BuA
O
0.6
1
956
E
BuA
O
0.6
1 r
956
F
BuA
O
0.6
1
955
G
Fo
O
0.5
1
955
H
Fo
O
0.5
1
6of8

Additional Comments:
This plan revised to show "wetted acres"
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Kinlaw Farms #1 (1,2 & 3)
Owner: Kenneth Kinlaw
Manager:
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. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new 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:
Kenneth Kinlaw
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address
M. Kevin Weston
Murphy -Brown, LLC.
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
Date

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq 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 10 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 disking after waste application. Waste
should not be applied when there is danger of drift from the land application field,
6 When animal 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.
8 An}mal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 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 than 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
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.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications 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 soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted 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 a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

I
ammat'll

September 22, 2008
Kenneth Kinlaw
Kinlaw Nursery #1, #2 & #3
3160 Horseshoe Rd.
Bladenboro, NC 28320
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
SEP 2 4 2000
YUa_6o
Subject: Sludge Reduction Plan of Action
Certificate of Coverage No. AWS090061
Kinlaw Nursery #1, #2 & #3
Animal Waste Management System
Bladen County
Dear Kenneth Kinlaw:
The Division of Water Quality (Division) received your sludge survey information on September
12, 2008. With the survey results, you requested to rescind the previously submitted sludge
reduction plan of action (POA) for the lagoon at the Kinlaw Nursery #1, #2 & #3 facility.
Due to the amounts of treatment volume available, based on the recently modified MRCS
Standard No. 359, the Division agrees that a sludge reduction POA is not needed at the present
time. However, the Division would like to encourage you to closely monitor the sludge
accumulation in your animal waste treatment lagoon(s) and submit a sludge reduction POA when
sludge accumulation in the permanent treatment zone is greater than 50% of the planned
treatment- volume.
Thank you for your attention to this matter. If you have any questions, please call me at (919)
715-693 7.
Sincerely,
Miressa D. Garoma
Soil Scientist
cc: Fayetteville Regional Office, Aquifer Protection Section
Central Files
Aquifer Protection Section 1036 Mai I Service Center
Internet: www.ncwater ualitv.or Location: 2728 Capital Boulevard
An Equal OpportunitylAffinnative Action Employer— 50% Recycledli0% Post consumer Paper
No Carolina
Ntma!!y
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax l : [phone]
Fax 2: [phone]
Customer Service: [phone]

�4F WA rF9p R EC E 1 u E D Michael F. Easley. Governor
William G. Ross Jr., Secretary
CO � AUG - 13 3 2W North Carolina Department of Environment and Natural Resources
7 -q
Coleen H. Sullins Director
f} +jR - FAYE.'J1 RFC.;) k 3FRCt Division of Water Quality
August 11, 2008
Kenneth Kinlaw
Kinlaw Nursery #1, 42, #3
3160 Horseshoe Rd
Bladenboro, NC 28320
Subject: Sludge Compliance Requirement Change
Dear Permittee:
In accordance with Condition III .19 of State General Permit AWG100000, your facility is
required to maintain compliance regarding sludge accumulation in your animal waste treatment
lagoon(s). As you know, the previous compliance limit was to have a minimum of four (4) feet
of treatment depth between the designed stop pump and the average elevation of the top of the
sludge blanket. This requirement was based on NRCS Standard No. 359, which was recently
modified.
As of July 2008, Standard No. 359 does not use the 4-foot requirement. Sludge compliance is
now to be based on the sludge volume as a percentage of the total treatment volume. The revised
Standard states that sludge accumulation in the permanent treatment zone must be less than 50%
of the planned treatment volume. Also, there must be a minimum of 2.5 feet of liquid above the
sludge at the pump intake location. If either of these conditions is not met then sludge must be
removed or managed in accordance with an approved Plan of Action for Lagoon Sludge
Reduction (POA). A new sludge survey worksheet has been developed to calculate sludge and
treatment volumes to determine compliance.
Our records indicate that you have filed a Sludge POA for one or more of the lagoons at your
facility. Based on the changes to the sludge requirements in Standard No. 359, your lagoon(s)
may already be in compliance without any sludge removal. Using your lagoon design (or as -
built information) and current sludge survey measurements, complete the NEW sludge survey
worksheet. If you have any difficulty in locating or understanding your lagoon design
information, please contact your technical specialist or county Soil & Water office.
NorthCarolina
;Naturally
Aquifer Protection Section 1636 Mail Service Center Raleigh. NC 27699-1636 Telephone: [phone]
Internet: wwwriewauMpality.oEg Location: 2728 Capital Boulevard Raleigh. NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal OpportunitylAffirmative Action Employer- 50% Recydedl109% Post Consumer Paper

Send both sludge survey worksheets, OLD and NEW, to the address below if you feel that your
lagoon(s) is in compliance and wish to withdraw your POA. Our staff will review the
information and notify you of our decision.
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
If you have any questions about the new sludge requirement, sludge survey worksheet, or any
related matter please feel free to contact the Animal Feeding Operations Unit staff at 919-733-
3221.
Sincerely,
Keith Larick, Supervisor
Animal Feeding Operations Unit
Enclosures
cc (w/o enclosures): Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - AWS090061

NIAjF Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
UJ Alan W_ Klimek, R.E. Director
Division of Water Quality
t7 �
November 4, 2004
Mr. Kenneth Kinlaw
3160 Horseshoe Road
Bladenboro, North Carolina 28320
Subject: CHECKLISTS FOR CAWMP
Kinlaw Nursery #1, #2, #3
Facility No. 9-61
Bladen County
Dear Mr. Kinlaw:
Here are the copies of the checklists for odor control, insect control, and animal mortality that you requested in order to
meet the permit requirements of your certified animal waste management plan (CAWMP). Please complete the checklists
with possible assistance from your technical specialist.
If you have any questions concerning this matter, please do not hesitate to contact me at [phone],
Sincerely,
Todd A. Bennett
Environmental Engineer
;A Division of Water Quality/Aquifer Protection Section
fi—C,DEW 225 Green Street, Suite 714, Fayetteville, NC 28301-5043
Phone: [phone] FAX (910) 4WO707
Internet: http:114w.ehnr.state.nQ.us
Customer Service: [phone]

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead Swine production ❑ Vegetative or wooded buffers
❑ Recommended best management practices
❑ Good judgment and common sense
Animal body Dirty manure -covered ❑ Dry floors
surfaces animals
Floor surfaces
+ Wet manure -covered floors
❑
Slotted floors
❑
Waterers located over slotted floors
C1
Feeders at high end of solid floors
❑
Scrape manure buildup from floors
❑
Underfloor ventilation for drying
Manure collection
• Urine
❑
frequent manure removal by flush, pit recharge,
pits
. Partial microbial
or scrape
decomposition
❑
Underfloor ventilation
Ventilation exhaust
. Volatile gases
❑
Fan maintenance
fans
• Dust
❑
Efficient air movement
Indoor surfaces • Dust ❑ Washdown between groups of animals
❑ Feed additives
❑ Feeder covers
❑ Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon ❑ Blush tank covers
liquid while tanks are filling CO Extend fill lines to near bottom of tanks with
anti -siphon vents_
Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page l

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater ❑ Box covers
collection or junction conveyance
boxes
End of drainpipes • Agitation during wastewater (7 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions CO Proper lagoon liquid capacity
• Biological mixing Cl Correct lagoon startup procedures
• Agitation ❑ Minimum surface area -to -volume ratio
CO Minimum agitation when pumping
❑ Mechanical aeration
❑ Proven biological additives
Irrigation sprinkler
• High pressure agitation
❑
Irrigate on dry days with little or no wind
nozzles
• Wind drift
❑
Minimum recommended operating pressure
❑
Pump intake near lagoon liquid surface
❑
Pump front second -stage lagoon
Storage tank or
• Partial microbial
❑
Bottom or midlevel loading
basin surface
decomposition
n
"Tank covers
• Mixing while filling
❑
basin surface mats of solids
• Agitation when emptying
❑
Proved biological additives or oxidants
AMOC - November 1 l , 1 99G, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface • Partial microbial 0 Extend drainpipe outlets underneath liquid level
decomposition 0 Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or . Agitation when spreading 0 Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions 0 Wash residual manure from spreader after use
outlets 0 proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while O Soil injection of slurry/sludges
slurry, or sludge on drying 0 Soil incorporation within 48 hours
field surfaces 0 Spread in thin uniform layers for rapid drying
C3 Proven biological additives or oxidants
Dead animals • Carcass decomposition O Proper disposition of carcasses
Dead animal disposal • Carcass decomposition 0 Complete covering of carcasses in burial pits
pits 0 Proper location/construction of disposal pits
Incinerators • Incomplete combustion 71 Secondary stack burners
Standing water • Improper drainage 0 Grade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter
Manure tracked onto a Poorly maintained access Cl Bann access road maintenance
public roads from roads
farm access
AMOC - November 11, 1996, page 3

Additionai Information: Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU—BAE
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
AMOC - November It, 1996, page 4

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liauid Svstems
Flush gutters Accumulation of solids 0 Mush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
0 Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids 0 Maintain lagoons, settling basins and pits where
pestbreeding is apparent to minimize the crusting
of soiids to a depth of no more than G to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation 0 Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Svstems
Feeders • Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
C! Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AM1C - November 11, 1996, page I

Insect Control Checklist for Animal Operations
Source Cause
_BMPs to Control Insects Site Specific Practices
Heed storage Accumulations of feed
❑ Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grave
products)
❑ Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal
❑ Eliminate low areas that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal
❑ Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling . Accumulations of animal ❑ Remove spillage on a routine basis (e.g.,
systems wastes 7- to t O-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
han±l Ureas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AM1C - November 11, t996, page 2

Mortality Management Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
❑ Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, 1996

Kenneth Kinlaw
Kinlaw Nursery #1, #2, #3
3160 Horseshoe Rd
Bladenboro NC 28320
Dear Kenneth Kinlaw:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 1, 2004
Alan W. Klimek, P. E., Director
Division of Water Quality
OCT 15 2004
OENR-FAYEIl1;VILLE REGIONAL OFHGE
Subject: Certificate of Coverage No. AWS090061
Kinlaw Nursery #1, #2, #3
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on January 22, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Kenneth
Kinlaw, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supersedes and terminates your previous COC Number AWS090061 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Kinlaw Nursery # 1, #2, #3, located in Bladen County, with an animal capacity
of no greater than an annual average of 7800 Wean to Feeder swine and the application to land as
specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to
Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are
unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring conditions in this permit.
Aquifer Protection Section - Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmalive Action Employer - 50% Recycled110% Post Consumer Paper
NorthCarolina
Naturallff

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 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply weI1s and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C 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
Water Quality Staff may be reached at [phone]. 1f you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
v
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090061
APS Central Files

O�O� W A T 6R19
r
Kenneth Kinlaw
Kinlaw Nursery #1, #2, #3
31.60 Horseshoe Rd
Bladenboro NC 28320
Dear Kenneth Kinlaw:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 1, 2003
Alan W. Klimek, P. E., Director
Division of Water Qualttk
1 A.4.lo
Subject: Certificate of Coverage No. AWS090061 J r
Kinlaw Nursery #1, #2, #3
Swine Waste Collection, Treatment, :?i,i't'
Storage and Application System `-fill
Bladen County : r:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
Division of Water Quality (Division), to extend the expiration date of the Swine Waste Operation General
Permit AWG100000_ Therefore, the General Permit has been re -issued by the Division to extend,the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on January 22, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Kenneth
Kinlaw, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS090061 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Kinlaw Nursery #1, #2, #3, located in Bladen County, with an animal capacity
of no greater than an annual average of 7800 Wean to Feeder swine and the application to land as
specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to
Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are
unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. 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.
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.
NMEW
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone]a3 Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field_ .:A .!t ;It r
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAVRAP 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 trust 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
Water Quality Staff may be reached at [phone]. If you need additionaf information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext: 502.
Sincerely,.
for Alan W. Klimek, P.E:' -
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090061
NDPU Files

w j
Michael F. Easley, Governor
William G. Ross Jr_, Secretary
North Carolina Department of Environment and Natural Rewuroes
Alan W. Klimek. P. E.. Director
Division of Water Quanty
May 1, 2003 a`t
Kenneth Kinlaw
Kenneth Kinlaw #4;<
3160 Horseshoe Road
Bladenboro NC 28320. Vl
Subject: Certificate of Coverage No. AWS090148
Kenneth Kinlaw #4
Swine Waste Collection, Treatment,
Storage and Application System -fig
Bladen County
Dear Kenneth Kinlaw:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs lthe
Division of Water Quality (Division) to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to,eztend,the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on January 22, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Kenneth
Kinlaw, authorizing the operation of the subject animal waste collection, treatment, storage and land:
application system in accordance with General Permit-AWG100000_ The issuance of this COC
supercedes and terminates your previous COC Number AWS090148 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the managen=t
of animal waste from the Kenneth Kinlaw #4, located in Bladen County, with an animal capacity of no
greater than an annual average of 2600 Wean to Feeder swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to _Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. 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.
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 PIan 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. AM
NCDERR
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet http:11h2o.enr_state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled110 /o post -consumer paper

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards- are met prior to restocking
of the facility.
Per NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
' ijFi:Jy
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
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
•Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Water Quality Section
Bladen County Health Department
Bladen County Soil and Water Conservation District
Permit File AWS090148
NDPU Files
L

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
The State of North Carolina has issued NPDES General Permits for animal facilities to operate in North
Carolina. These Permits meet both State and EPA requirements and provide coverage for the following types
of facilities.
NCA200000 (Swine Facilities)
NCA300000 (Cattle Facilities)
NCA400000 (Poultry Facilities with a wet waste management system)
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility wader one of
these General Permits.
Condition H. 16. of each of these Permits reads as follows:
Within one hundred and twenty (120) days of the effective date of a COC issued ender this permit, the -
permittee shall install, operate and maintain devices on all irrigation pumps/equipmemi designed to
automatically stop irrigation activities during precipitation This condition does not apply to main=
spreaders or other equipment pulled by manned vehicles.
The permittee will not be required to install, operate and maintain the devices if the permittee commits
to provide for the presence of the OIC or the designated backup OIC at all times during the land
application of waste. This cow must be submitted in writing to the Division prior to the 12e
day following the effective date of the COC on a form supplied by, or approved by, the Division.
Please check the box below that indicates your cow to do one of the following.
M Within one hundred and twenty (120) days of the effective date of a COC issued under this permit, I shall
install, operate and maintain devices on all irrigation pumps/equipment designed to auto W icaliy stop
irrigation activities during precipitation. This condition does not apply to manure spreaders or other
equipment pulled by manned vehicles.
❑ I will commit to provide for the presence of the Operator in Charge (OIC) or the designated backup OIC
at all times during the laced application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge
and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false
information, including the possibility of fires and imprisonment for knowing violations."
Facility Facility Number \VQ -
Permit Number
Permittee Name and Title (type or print)
DTASIE 3-1 4-03 1

Date -
Signature of Permittee
Signattire of Operator` ili-lc ge
",Y Data
(if different from Permittee) P
r:t• _ rr, :Lf� � �S�T•e_ _ ., ft-.'' �.
.. ' f / • n!: i � .._. J ». .
_ •i.i7; �
DTASIE 3-14-03 2

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
The State of North Carolina has issued NPDES General Permits for animal facilities to operate in North
Carolina. These Permits meet both State and EPA requirements and provide coverage for the following types
of fcdities. ,
NCA200000 (Swine Facilities)
NCA300000 (Cattle Facilities)
NCA400000 (Poultry Facilities with a wet waste management system)
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of
these General Permits.
Condition H. 16. of each of these Permits reads as follows:
Within, one hundred and twenty (120) days of the effective date of a COC issued under this permit, the .
permittee shall install, operate and mamtam devices on all irrigation pmmps/equipmemt designed to
automatically stop irrigation activities during precipitation. This condition does not apply to manure
spreaders or other equipment pulled by manned. vehicles.
The permittee will not be required to install, operate and maintain the devices if the permittee commits
to provide for the presence of the OIC or the designated backup OIC at all tunes during the land
application of waste. This cow must be submitted in -writing to the Division prior to the 12e
day following the effective date of the COC on a form supplied by, or approved by, the Division.
Please check the box below that indicates your commitment to do one of the following.
Within one hundred and twenty (120) days of the effective date of a COC issued under this permit, I shall
install, operate and rmintain devices on all irrigation pumps/equkanent designed to automatically stop
irrigation activities during precipitation. This condition does not apply to manure spreaders or other
equipment pulled by manned vehicles.
❑ I will commit to provide for the presence of the Operator in Charge (OIC) or the designated backup OIC
at all times during the land application of waste. •
"I certify under penalty of law that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge
and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false
information, including the possibility of fines and imprisonment for knowing violations."
Facility Name_ Facility Number SN � -
Permit Number_
Permittee Name and Title (type or print)
DTASIE 3-14-03 1

N
F..

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
SWINE WASTE OPERATION GENERAL PERWr
This permit shall be effective from the date .of issuance until October 1, 2004. Holders of
Certificates of Coverage (COC) under this permit shall comply with 'the following specified conditions
and limitations:
I. PERFORMANCE STANDARDS
The animal waste collection, treatment, storage and application system permitted under
this permit shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of pollutants to surface waters, wetlands, or ditches. Application of
waste at agronomic rates to terraces and grassed waterways is acceptable in accordance
with Natural Resources Conservation Service (NRCS) Standards.. -facilities which are in
compliance with their CAVW and this permit, which unintentionally discharge as a
result of a storm event greater than the 25-year, 24-hour storm, will not be considered to
be in violation of this permit.
2. The CAWW is hereby incorporated by reference into this general permit. New or
expanding farms are required to be certified prior to the stocking of animals. The
CAWW must be consistent with all applicable statutes, rules and standards in effect at
the time of siting, design and certification of the facility. Any violation of the CAWW
shall be considered a violation of this general permit and subject to enforcement actions.
A violation of the General Permit may result in the Permittee having to take immediate or
long term corrective action(s) as required by the Division of Water Quality. These
actions may include modifying the CAWW, ceasing land application of waste, or
removing animals from the farm. w
3. The facility may not be expanded above the capacity shown in the COC until a new COC
reflecting the expansion has been issued.
4. A copy of this General Permit, COC, certification forms, lessee and landowner
agreements, and the CAWW shall be readily available at the farm (stored at places such
as the farm residence, office, outbuildings, etc.) where animal waste management
activities are being conducted for the life of this permit. These documents shall be kept
in good condition and records shall be maintained in an orderly fashion.
5. For all new and expanding operations, no collection or storage facilities may be
constructed in a I00-year flood plain.
6. Existing swine dry lots may remain in wetlands as long as the wetlands uses are not
removed or degraded as a result of the swine. The swine however may not be confined
within 100 feet of an adjacent stream or a seasonally -flooded area. The swine also must
not cause a loss of more than I0% of the existing tree canopy. Where trees do not exist,
the area must be managed to include crop rotation.

H. OPERATION AND MAINTENANCE REQUIREMENTS
1. The collection, treatment, and storage facilities, and land application equipment, and fields`
shall be maintained at all times and properly operated.
2. A vegetative cover shall be maintained on -all land application fields and buffers in
accordance with the CAWMP. No waste may be applied upon fields not included in the
CAWMP.
3. Lime must be applied, as needed, to maintain soil pH in the optimum range for crop
production.
4. Land application rates shall be in accordance with the CAWMP. In no case shall land
application rates exceed the Plant Available Nitrogen rate for the receiving crop or result
in runoff during any given application.
5. Application of animal waste onto land which is used to grow crops for direct human.
consumption (e.g., strawberries, melons, lettuce, cabbage, apples, etc) shall not occur
following the planting of the crop or at any time during the growing season, or in the case
of fruit bearing trees, following breaking dormancy. Application of animal wastes shall
not occur within 30 days of the harvesting of fiber and food crops for direct human
consumption that undergo further processing.
6. If manure or sludges are applied on conventionally tilled bare soil, the waste shall be
incorporated into the soil within two (2) days after application on the land. This
requirement does not apply to no -till fields, pasture, or fields where crops are actively
growing. f
7. Domestic and/or industrial wastewater from showers, toilets, sinks, etc. shall not be
discharged into the animal waste collection, treatment, storage and application system.
Washdown of stock trailers, owned by and used to transport animals to and from this
farm only, will be permissible as long as the system can accommodate the additional
volume. Only those detergents and disinfectants that are labeled by the manufacturer as
readily biodegradable may be utilized.
8. Disposal of dead animals shall be done in accordance with the North Carolina
Department of Agriculture and Consumer Services (NCDACS) Veterinary Division's
regulations.
9. Unless accounted for in temporary storage volume, all uncontaminated runoff from the
surrounding property and buildings shall be diverted away from the animal waste lagoons
and storage ponds to prevent any unnecessary addition to the liquid volume in the
structures.
10. A protective vegetative cover shall be established and maintained on all lagoon/storage
pond eents (outside toe of embankment to maximum pumping elevation), berms,
pipe runs, and surface water diversions. Trees, shrubs, and other woody vegetation shall
not be allowed to grow on the lagoon/waste storage pond embankments. All trees shall
be removed in accordance with good engineering practices. Lagoon/waste storage pond
areas shall be accessible, and vegetation shall be kept mowed.
11. At the time of sludge removal from a lagoon, the sludge must be managed in accordance
with a CAWMP. When removal of sludge from the lagoon is necessary, provisions must
be taken to prevent damage to lagoon dikes and liners.
2

12. Lagoons/storage ponds shall be kept free of foreign debris including, but not limited to,
tires, bottles, light bulbs, gloves, syringes or any other solid waste.
13. The facility must have one of the following items at all times (a) adequate animal waste
application and handling equipment, (b) a lease, or other written agreement, for the use of
the necessary equipment, (c) a contract with a third parry applicator capable of providing
adequate waste application, or (d) a contract for the purchase of the equipment.
Equipment shall lie capable of meeting permit condition II (4).
III. MONITORING AND REPORTING REQUIREMENTS
1. An inspection of the waste collection, treatment, and storage structures and runoff control
measures shall be conducted at a frequency to insure proper operation but at Ieast
monthly and after storm events. For example, . lagoons; storage ponds, and other
structures should be inspected for evidence of erosion, leakage, damage by animals or
discharge. Any major structural repairs (to lagoons or waste storage ponds) must have
written documentation from a technical specialist certifying proper design and
installation. However, if a piece of equipment is being replaced with a piece of
equipment of the identical specifications, no technical specialist approval is necessary
[i.e. piping, reels, valves, pumps (if the GPM capacity is not being increased or
decreased), etc.].
2. If not already installed at this facility, a waste -level gauge to monitor waste levels shall be
installed within 60 days of issuance of the COC under this general permit. This gauge
shall have readily visible permanent markings indicating the maximum liquid level at the
top of the temporary liquid storage volume, minimum liquid level at the bottom of the
temporary liquid storage volume, top of the dam elevations. Where storage ponds are
utilized, only a gauge indicating the maximum liquid level at the top of the temporary
liquid storage volume and top of dam elevations need be installed. Caution must be taken
not to damage the integrity of the liner when installing the gauge. Waste lagoon and
storage pond levels shall be recorded weekly on forms supplied or approved by the
DWQ. For level gauges already installed, the gauge shall have at a minimum: readily
visible permanent markings indicating the maximum liquid level at the top .of the
temporary liquid storage volume and minimum liquid level at the bottom of the
temporary liquid storage volume.
3. A representative Standard Soil Fertility Analysis, including pH, copper, and zinc, shall be
conducted annually on each application field receiving animal waste. The results of these
tests shall be maintained on file by the Permittee for a minimum of three years and shall
be made available to the DWQ upon request.
r
4. An analysis of the animal waste shall be conducted as close to the time of application as
practical and at least within 60 days (before or after) of the date of application. This
analysis shall include the following parameters:
Nitrogen Zinc
Phosphorous Copper
5. Records, including land application event(s) and removal of solids to an off -site
location(s) records, shall be maintained by the Permittee in chronological and legible
form for a minimum of three years. These records shall be maintained on forms provided
or approved by the DWQ and shall be readily available for inspection.
ki

6. Regional Notification:
The Permittee shall report by telephone to the appropriate Regional Office as soon as( -
possible, but in no case more than 24 hours following first knowledge of the occurrence
of any of the following events:
a. Failure of any component of the animal waste collection, treatment, storage and land
application system resulting in a discharge to surface waters.
b. Any failure of the animal waste treatment and disposal system'that renders the -facility
incapable of adequately receiving, treating or storing the animal waste and/or sludge.
c. A spill or discharge from a vehicle transporting animal waste or sludge to the , hand
application field which results in, a discharge to surface waters or an event that poses
a serious threat to surface waters.
d. Any deterioration or Ieak in a lagoon/storage pond that poses an immediate threat to
the environment
e. Failure to maintain storage capacity in a lagoon/storage greater than or equal to that
required in Condition V (3) of this General Permit
f. Overapplying animal waste either in excess of the limits'set out in the CAWNIP or
where runoff enters surface waters.
g. Any discharge that bypasses a lagoon/storage pond resulting in a discharge to surface
waters or that poses a serious threat to the environment.
For any emergency which requires immediate reporting after normal business
hours, please contact the Division of Emergency Management at 1-800-858-0368.
The Permittee shall also file a written report to the appropriate DWQ Regional Office of
the occurrence within 5 calendar days following first knowledge of the occurrence. This
report shall outline the actions taken or proposed to be taken to correct the problem and to
ensure that the problem does not recur. The requirement to file a written report may not
be waived by the DWQ Regional Office.
IV. INSPECTIONS
Any duly _authorized officer, employee, or representative of the DWQ may, upon
presentation of credentials and in accordance with reasonable and appropriate biosecurity
measures, enter and inspect any property, premises or place on or related to the collection,
treatment, storage and hand application system at any reasonable time for the purpose of
determining compliance with this permit; may inspect and obtain a copy of any records
that must be kept under the terms and conditions of this permit; and may obtain samples
of the animal waste, groundwater, soil, plant tissue, or surface water.
V. GENERAL CONDITIONS
1. The issuance of a COC under this permit shall not relieve the Permittee of the
responsibility for damages to surface waters or ground waters resulting from the animal
operation.
2. The Permittee shall designate a certified animal waste management system operator to be
in charge (OIC) of the animal waste management system. The animal waste management
system shall be operated by the OIC or a person under the OIC's supervision.
4

3. The maximum waste level in lagoons/storage ponds shall not exceed that specified in the
CAWMP. At a minimum, maximum waste level for lagoons/storage ponds must not
exceed the level that provides adequate storage to contain the 25-year, 24-hour storm
event plus an additional 1 foot of structural freeboard. In addition to the above
requirements, for new and expanding farms with lagoon designs completed after
September 1, 1996, storage must also be provided for the heavy rainfall factor for lagoons
without an outside drainage area.
In the case of lagoons/storage ponds in series that are gravity fed, the 25-year, 24-hour
storm event and/or the heavy rainfall factor storage requirements for the system may be
designed into the lowest lagoon/storage pond in the .system. However, adequate
freeboard must be designed into each of the upper lagoons/storage ponds to allow
sufficient storage to prevent the waste level from raising into the structural freeboard
while the storm water is draining into the lowest lagoon in the system.
4. Should the DWQ have good reason to believe that any activities conducted pursuant to
this permit may cause or contribute any waste, directly or indirectly, to be intermixed,
with the waters of the State, the DWQ may require any monitoring (including but not
limited to groundwater,' surface water, animal waste, sludge, soil and plant tissue)
necessary to determine the source, quantity, quality, and effect of such waste upon the
waters of the State. Such monitoring, including its scope, frequency, duration and any
sampling, testing, and reporting systems, shall meet all applicable Environmental
Management Commission requirements. "Good Reason" may be based on the findings of
a related Federal, State, Commission or DENR authorized study or report, or other
evidence showing that violations of State water quality standards or other applicable
environmental standards have occurred or may occur.
5. Failure to abide by the conditions and limitations contained in this permit, the facility's
CAWMP and/or any COC issued under this permit may subject the Permittee to an
enforcement action by the DWQ in accordance with North Carolina General Statutes and
may include the requirement to obtain an individual non -discharge permit and/or the
modification of the animal waste management system
6. The issuance of a COC under this permit does not excuse the Permittee from the
obligation to comply with all applicable statutes, rules, regulations, or ordinances (local,
state, and federal).
7. If animal production ceases, the Permittee shall close the lagoons/storage ponds in
accordance with Natural Resource Conservation Service (MRCS) lagoon/storage pond
closure standards or develop and implement an animal waste management plan in
accordance with NRCS standards. Closure shall also include notifying the DWQ and
submittal of the Animal Waste Storage Pond and Lagoon Closure Report Form to DWQ-
Water Quality Section- Non -Discharge Branch within 15 days of completion of closure.
8. The annual permit fee shall be paid by the Permittee within thirty (30) days after being
billed by the Division. Failure to pay the fee accordingly constitutes grounds for
revocation of the COC granting coverage under this General Permit.
9. Failure of the Permittee to maintain, in full force and effect, lessee and landowner
agreements which are required in the CAWMP, shall constitute grounds for revocation of
the COC granting coverage under this General Permit.
10. This permit allows for the distribution of manure up to 4 cubic yards per visit to
individuals for personal use.
M

11. The Groundwater Compliance Boundary for the disposal system constructed after
December 31, 1983, is established at either (1) 250 feet from the -waste structures and
from the waste disposal area, or (2) 50 feet within the property boundary, whichever if
closest to the waste structures and the waste disposal area., If this facility was constructed
prior to December 31,.1983 - the Compliance Boundary is 'established at either (1) 500
feet from the waste disposal area, or (2) at the property bounday; whichever is closest to
the waste disposal, area. An exceedance of Groundwater Quality Standards at or beyond
the Compliance, Boundary is s6ject :to: -the .requirements =of-15A NCAC 2L and the
Division in addition #o the penalty i provisions =applicable under= the North Carolina
General Statutes.
This General Permit issued the I' day of May, 2003.
rF
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, .E., Director
Division of Water Quality '
By Authority of the Environmental Management Commission
Swine Waste General Permit Number AWG100000
6

BE State of North Carolina ,—ti\1FO
Department of Environment and Natural Resources={�°�'.
Division of Water Quality V.11117�r,. ;�;,
AUG 6 1999 Non -Discharge Permit Application Form
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
FAY �Wieral Permit - Existing Liquid Animal Waste Operationscpemiltdng
R
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 FacilityName: Kinlaw Nurse 41, 92, 93
1.2 Print Land Owner's name: Kenneth Kinlaw
1.3 Mailing address: 3160 Horseshoe Rd
City, State: Bladenboro NC Zip: 28320
Telephone Number (include area code). 910-648-4816
1.4 County where facility is located: Bladen
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified). From Elizabethtown, take Hwy 701 South to Hwy
242, turn right and farm on right approximately 5 miles.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Brown's of Carolina, Inc.
1.8 Date Facility Originally Began Operation: 11/04/94
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _09_ (county number); _61 (facility number).
2.2 Operation Description: Swine operation
Ito Feeder
78&&6a Certified Design Capacity
"7800
Is the above information correct? =yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste manacemert structures were desi-ned.
Type of Swine
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean ('M sow)
0 Farrow to Feeder (= sow)
0 Farrow to Finish (r sow)
No. of Animals Type of Poultry No. of Animals
790t>
o Layer
Z_
Other Type of Livestock on the farm:
0 Non -Layer
0 Turkey
FORM: AWO-G-E 5/28/98 Page 1 of 4 09 - 61
Type of Cattle No. of Animals
0 Dairy
0 Beef
No. of Animals:

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 4��-8$ Required Acreage (as listed in the AWMP): 4(l 3
2.4 Number of lagoons/ storage ponds (circle which is applicable): 3
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? (YES or O (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YEDSor NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 3 - r 5- - 9 t{
What was the date that this facility's land application areas were sited? 3 - iS -9fl-
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal`/
Waste Operations; K
32 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is Iand applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e_g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 09 - 61

Facility Number: 09 - 61
Facility Name: Kinlaw Nursery #1, 92, #3
4. APPLICANT'S CERTIFICATION:
Nor,Uis6341 pert-ni11sn5
(Land Owner's name listed in question 1.2), attest that
this application for ✓_ /�GK.i[ij /�.c..rjT (Facility name listed in question 1.1)
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 to me as incomplete.
Signature
Date -
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
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
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 09 - 61

DIVISION OF WATER QUALITY REGIONAL OFFICES (1/98)
Asheville Regional WQ Supervisor
59 Woodfm Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery Macon
Buncombe Madison
Burke
McDowell
Caldwell
Mitchell
ch"Okee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
(910) 486- 1541
Fax (910) 49"707
Washington Regional WQ Sq visor
943 Washington Square Mall
Washing NC 27989
(919) 946-W I
Fax [phone]
Beaufort
Jones
Bertie
Lraoir
Camden
Chowan
Martin
Pamlico
Craven
Pasquotank
Cmrltuck
PaquimAwe
Dare
Pitt
crates
T rdi
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supavisor
3900 Barrett Dr.
Raleigh, NC 27611
(919) 5714700
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Wamn
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln Brunswick New Hanover
Blades
Richmond
Caba2rus
Mecklenburg Carteret Onslow
Cumberland
Robeson
Catawba
Rowan Columbus Ptrader
Harnett
Sampson
Cleveland
Stanly Duplin
Hoke
Scotland
Gaston
Union
Montgomery
hvdell
Winston-Salem Regional WQ Supervisor
535 Wasghtown Strent
Winston-Salem, NC 27107
(910) 7714600
Fax [phone]I
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-E 5/2&98 Page 4 of 4

ANIMAL WASTE UTILIZATION PLAN
Producer: KENNETH KINLAW (Farms 1,2,3)
Location:
BLADENBORO NC 28320
Telephone: [phone]
Type Operation: Existing wean to Feeder swine
Number of Animals: 7800.00 pigs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: i

ANIMAL WASTE UTILIZATION PLAN
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. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
7800 pigs x .40 tons waste/pigs/year = 3120 tons��
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
7800 pigs x .48-1bs PAN/pigs/year = 3744 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
----
or.
------
APPLY
RESID.
APPLIC
METH
N
TIME
955
2
BUA
SB
25
100
5
500
I
APR--JUN
955
25
13
JBUA
1S
I
IB100
1 15
1500 APR-JUN
955
4
SB
25
100
14.3
IFO
I
I
I
I I
11430
APR-JUN
956
1
SB
25
100
11
1100
JBUA
I
I
I
I
IAPR-JUN
956
3
SB
25
100
5
JBUA
I
I
I
1500
APR-JUN
955
5
1-2
JBUA
JW
I
150
11-20
1
1600
S.TP-APR
955
5
1-3
JBUA
JW
I
150
1120
1
1600
SEP--APR
955
1-4
IFO
JW
I
150
1120
1 114.3
11716
956
1-1
IBUA
IW
I
150
1120
1 111
11320
SEP-APR
956
5
1-3
JBUA
JW
I
150
1120
1
1600
SEP-APR
END
I
TOTAL18866
Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
- - — Page: 3

ANIMAL WASTE UTILIZATION PLAN
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL J 0
- Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
4
2.4
SB
W
SOYBEANS
WHEAT
BUSHELS
BUSHELS
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 40.3 8866
Page: 5

ANIMAL WASTE UTILIZATION PLAN
TABLE 2 0
TOTAL 40.3
*** BALANCE
0
8866
-5122
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 6

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter 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:
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 592.8 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 2964
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 9.88 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 23.712 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25% depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids. The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
Page: 7

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
l
l
I
(Application
RatelApplic. Amount
Tract
l Field l
I I
Soil Type
l crop
I
l (in/hr)
I
l (inches)
I
955
l 2 l
BUA
l SB
l 0.6
l *0.75
955
1 I
l 3 I
BUA
I
l SB
I
l 0.6
I
l *0.75
955
I
l 4 I
FO
I
l SB
I
l 0.5
I
l *0.75
955
I i
l -2 I
BUA
I
l W
f
l 0.6
l *0.75
955
! I
l -3 I
BUA
I
l W
1
l 0.6
f
l *0.75
955
I I
I M4 l
FO
I
I W
I^
l 0.4
!
l *0.75
956 11
I
l
BUA
I
I SB
I
l 0.6
l *0.75
I
956 l
I
3 I
BUA
I
l SB
i
l 0.6
I
i *0.75
I
956 l
I
41 l
BUA
I
l W
I
l 0.6
I
l *0.75
1
356 l
I
-3 l
BUA
1
l W
I
l 0.6
I *0.75
Page: 8

ANIMAL WASTE UTILIZATION PLAN
This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
Page: 9

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

WASTE UTILIZATION PLAN
RE UIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 12

ANIMAL WASTE UTILIZATION PLAN
j
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:FARMS 123
Owner/Manager Agreement
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm.named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must be no
discharge of animal waste from this system to surface waters of the
state from -a storm event less severe than the 25-year, 24-hour
storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District
and will be available for review by NCDWQ upon request.
Name of Facility Owner: KENNETH KINLAW
(Please print) r r�
Signature: Date:
Name of Manager (If different from owner) :
Signature:
Date:
Name of Person Preparing Plan: (Please print)R. Dean Morris
Affiliation:USDA- NRCS Phone No. 910-862-6936
Address (Agency): 122 Ag. Service Ctr.
Elizabethtown NC 28337
signature: DDate: q
Page: 13

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EMERGENCY ACTION PLAN t
PHONE NUMBERS
DWQ 910 -4s4,-15g1
EMERGENCY MANAGEMENT SYSTEM RIB
SWCD
NRCS
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
-leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take_
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow— possible solutions are-
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field --actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain .waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakne from the waste pipes and sprinklers —actions include:
a. Stop recycle pump
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems. houses, solid separators —actions include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18, 1996

0 e. Repair all leaks prior to restarting pumps.
E. Leaka-e from base or sidcv--all of laaonn. Often this is seepage as opposed to
flowing leaks —possible actions:
a. Dig a small sump or ditch away from the embankment to catchall seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours. call your DWQ (Division of Water Quality)
regional office; Phone . After hours, emergency number: 1-800-858-0368.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions, the corrective
measures that have been undertaken, and the seriousness of the situation.
b. If spill leaves the property or enters surface waters, call local EMS phone number-
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number local SWCD office phone number
and local NRCS office for advice/technical assistance; phone number
4. If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractor's Name:_
b. Contractor's Address:
c. Contractor's Phone:
2 December 18, 1996

6. Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name: Xlw l 7ZC�V— r _
b. Phone: 9a _a
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18. 1996

Swine Farm Waste Management Odor Control Checklist
Source Cause HMI's to Minimize Odor Site Specific Practices
Farmstead e Swine production Vegetative or wooded buffers
0 Recommended best management practices
Good judgment and common sense
Animal body o Dirty manurc-covered Im Dry floors
surfaces animals
Floor surfaces C Wet manti re-covered floors O Slotted floors
lei Waterers located over slotted floors
❑ Feeders at high end of solid floors
❑ Scrape manure buildup from floors
❑ Underfloor ventilation for drying
Manure collection a Urine ❑ Frequent manure removal by flush, pit recharge,
pits o Partial microbial or serape
decomposition ❑ Underfloor ventilation
Ventilation exhaust a Volatile gases Fan maintenance
fins 0 Dust Efficient air movement
Indoor surfaces Q Dust Washdown between groups of animals
❑ Feed additives
❑ Feeder covers
❑ Feed delivery downspout extenders to feeder
covers
Flush tanks o Agitation of recycled lagoon ❑ Flush tank covers
liquid while tanks are filling ❑ Extend fill lines to near bottom of tanks with
anti -siphon vents

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
flit recharge points • Agitation or recycled lagoon Q Extend recharge lines to near bottom of bits with
liquid while pits are filling anti -siphon vents.
Lift stations • Agitation during sump tank D Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater p pox covers
collection or conveyance
,junction boxes
End of drainpipes • Agitation during wastewater C7 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
[l Proper lagoon liquid capacity
l Correct lagoon startup proaedu1'cs
Minimum surface area -to -volume ratio
Minimum agitation when pumping
C} Mechanical aeration
C3 Proven biological additives
Irrigation sprinkler • High pressure agitation 0 Irrigate on dry days with little or no wind
nozzles Wind drift ( Minimum recommended operating pressure
Punip intake near lagoon liquid surface
D Pump from second -stage lagoon

Swine Farm Waste Management Odor Control Checklist
Source Cause 13MI s to Minimize Odor Site Specific Practices
Manure tracked onto o Poorly maintained access farm access road maintenance
public roads from roads
farm access
Additional Information- Available From:
Swine Manure Management; .0200 Rule/BMP Packet NCSU, County Extension Center
Swine Production Farni Potential Odor Sources and Romcdies; EBAE Fact Street NCSU—BAE
Swine Production Facility Manure Management: Pit Rccharge—Lagoon Treatment; EBAE 128-88 NCSU—BAE
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88 NCSU—BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU—BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Shect NCSU—DAL
Controlling Odors from Swine Buildings; I'll-1-33 NCSU—Swine Extension
Environmental Assurance Program; NPPC Manual N.C. Pork Producers Assoc.
Options for Managing Odor; a report from the Swine Odor Task force NCSU Agricultural Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Caiise BMI's to Control Insects Site Specific Practices
Feed storage 0 Accumulations of feed ❑ Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
❑ Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding Accumulations of animal ❑ Eliminate low areas that trap moisture along fences
areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
❑ Maintain fence rows and filter strips around animal
holding. areas to minimize accumulations of wastes
(i.e., inspect for and remove or break tip
accumulated solids as needed)
Dry manure • Accumulations of animal ❑ Remove spillage on a routine basis (e.g.,
handling systems wastes 7- to I0-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
❑ Provide for adequate drainage around manure
stockpiles
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
Dandling areas as needed
Ivor inore information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.

1
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14
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Insect Control Checklist for Animal Operations
Soume Cause BMPs to Control Insects Site Specific Practices
Flush gutters
uid
F. Flush system is designed and operated
suff cierdly to remove accumulated solids from
gutters as designed
9L Remove bridging of accumulated solids at
Lagoons and pits + Crusted solids i Maintain lagoons, settling basins and pits wbere
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 5 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation Maintain vegetative control along banns of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative rnaner along
water's edge on impoundment's perimeter.
Dry Systems
m Feeders + Feed spillage O Design, operate:, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 Clean up spillage on a routine basis (e.g., 7- to 10-
¢ day interval during surnmer; 15- to 30-day interval
m during winter)
In r.
m
m
m
}
a
i

Mortality Management Methods
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours after
'knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant Iicensed under G.S. 106-1.68.7
C3 Complete incineration
CJ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 18, I996

M-U..RPH-Y
F A M! L Y F A R M 5
May 22, 1995
Mr. Sam Warren
District Conservationist
USDA - Soil Conservation Service
122 Ag-Services Center
Elizabethtown, NC 28337
RE: Kenneth W. Kinlaw Site #3 - 2600 Nursery (Revision)
Dear Mr. Warren:
Enclosed for your review is the completed Animal Waste Management Plan for the
above referenced swine farm. Specific items included in this package are as follows:
Location Map
- ASCS Tract Map
- Soils investigation Report
- Lagoon Design Spreadsheet
- Operation & Maintenance Flan for Lagoon
- Construction Specifications for Lagoon
- Sile Seeding Requirements
- Earthwork Calculations
- Site Man with Construction Details
It is my understanding that the Waste Utilization Flan for this farm will be developed
for the grower by your office.
Flease contact nie at (910) 28 9-211 1, ext. 4629 if you have any questions concerning
this package.

3e•rator_Kenneth Kiniaw County: 141aden
Stance to nearest residence (other than owner) :
AVERAGE LIVE WEIGHT (ALW)
Date: 05/12/95
1500.0 feet
0
sower
(far -row
to
finish)
x
1411
lbs. -
0
lbs
0
sows
(farrow
to
feeder)
x
522
lbs. =
0
lbs
0
head
(-finishing
only)
x
135
lbs. -
0
lbs
0
sows
(farrow
to
wean)
x
433
lbs. -
0
ibs
2600
head
(wean to
feeder)
x
30
lbs. -
78000
lbs
Describe other
0
Total, Average Live Weight =
MINIMUPI REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 76000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/113. ALW
Volume = 78000 Cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)------------------------- 195.0
Inside top width (Meet) ----------------------- 125.0
Top of dike elevation (feet) ---------------------- . 57.4
Bottom of lagoon elevation ( feet) ------------ 47.7
Freeboard (feet) ----------------------------- 1.0
Side slopes (inside lagoon) ---- ------------------- 3.0 : 1
Total design volume u=_,ing prismoidal formula
SS/END1 SS/I:_ND2 SS/SIDE1 SS/SIDE2 LENG,rH WIDTH
3.0 3.0 3.0 3.0 189.0 119.0
AI;EA OF TOP,
LENGTH * WIDTH =
189.0 119.0
AREA OF BOTTOM
LENGTH .k WIDTH =
136.8 66.6
22491 (AREA OF TOP)
9138 (AREA OF BOTT01Y1)
78000 lbs
DI_P'TH
6.7
AREA OF MIDSECTION
LENGTH WIDTH # 4
162.9 92.9 60534 (AREA OF' MIDSECTION * 4)
CU. FT. = CAREA rop, + (4.+*AI;E=A MIDSECTION) + AREA BOTTONJ x DEIDTH/6
2 2 A 9 1 - 0 60533.E 9138.2 1-5
Total Designed Volume Available CU. FT.

TEMPORARY STOI AGE REQUIRED
DI,(AINAGE AREA:
Lagoon (top of dike)
Length * Width =
195.0 125.0 24375.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
'ro,rAL DA 24375.0 square feet
Design temparary storage period to be 160 days.
�. VOlunle of waste produced
Feces urine p•roductiOri in gal./day per 135 lb. ALW 1.37
Volume 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume - 1424BO gals. or 19048.1 cubic feet
3. Volume of wzFh water
Phis is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush system that -recirculate
the lagc)-)n water are accounted for in SA.
VolLM-Pe 0.0 gallons/day * 160 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
,. Volume of rainfall in excess of evaporation
Use pe'ri.-id of time when rainfall exceeds evaporation by largest AMOunt.
16E. days excess rainfall 7.0 inches
Volumes =. 7.0 in * DA / 12 inches per foot
Volume = 14218.8 cubic feet

1_ Volume of 25 year - 24 hour storm
Volume = ,7.5 inches / 12 inches per foot * DA
Volume = 15234.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A_ 19048 cubic feet
5B_ 0 cubic feet
5C. 14219 cubic feet
5D. 15234 cubic feet
TOTAL 48501 cubic feet
SUMMARY
Temporary storage period===_________________> 180 days
Rainfall in excess of evaporation=====__ __) 7.0 inches
25 year - 24 hour rainfall=====_____________> 7.5 inches
1.0 feet
Side slopes===--____==_-___=_= ______________> 3.0 : 1
Inside top length=====----==-=----=--------=> 195.0 feet
Inside top 125.0 feet
Top of dike elevation-==-==_=_____ -_______-_-) 57.4 feet
Elottow of lagoon elevation-====_____________> 47.7 feet
Total 'required volume===--=____- =--_-- =-__-> 126:501 ci_i. ft. #
Actual design volume-____-_-_____=-_--___=_=> 133636 CU. ft.
Seasonal high watertable elevation (SHWT) ___> 0.0 -reel.
Stop pumping elev. __==_=____= =___=----__-___> 53.8 feet
Must be > or = to the SHWT elev._===____=__> 0.0 feet
Must be > o•r = to min. -recl,. treatment el_=> 53.7 feet
Required milaimum trr---atment volume =__ _--___=_> 73000 c u. ft.
Volume at step pumping elevation======______> 8119'5 cu_ ft.
Start pumping elev. _=_==__=====ww-==-=__=__=> 55.6 -reet it
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. 'rainfall==> 118402 CU_ ft.
Volume at start pumping elevati.on===========> 11E229 cu. ft.
Required volume to be pumped===_____________> 33207 CU. ft. it
Actual volume planned to be pumped= ________=> 35034 CLt. ft.
Nin. thickness of soil liner when •required==> 1.4 fr et
DESIGNED BY: APPROVED BY
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

60
.67.70
REVISIONS
DESCRIPTION
1
=Rm PAD TO NATURAL GROUND AND INSTALLED PUMP STATION.
BLADEN
COUNTY
DRAWN BY. DME
NOV. 22,
1994
CHECKED BY: JNT
SHEE T 1
OF 2
SCALE: 1 " =. 40'

LAGOON SITE SOILS INVESTIGATION
PROJECT: lE,uaSrW W �i //vLCN
FIELD INVESTIGATION BY: /lG-)
SITE SKETCH
COUNTY: gp�xr
DATE:
NINE
IBM
mm r�I=�
INE
SINE
INEME
®kNENE�»
�`rINE
INE
ME
BORING
DEPTH WT
SCALE --T-
BORING NUMBER AND PROFILE
il I
`
!
Lt 2ir: :'✓7
460
BORING/ SAMPLING METHOD: !{.✓c'�!,laE SIGNATURE:

Operator:KINLAW
NO. 3
County:
BLADEN
Date:
11/28/94
Distance
to nearest residence
(other
than
owner):
0.0
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
0
head (finishing
only)
x
135
lbs. =
0
lbs
0
sows (farrow to
wean)
x
433
lbs. =
0
lbs
2600
head (wean to feeder)
x
30
lbs. =
78000
lbs
Describe other :
0
Total Average Live Weight = 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 GF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
220.0
Inside top width (feet)----------------------
110.0
Top of dike elevation (feet)-----------------
53.8
Bottom of lagoon elevation (feet) ---------- ---
42.8
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. O 3.0 3.0 214.0
104. 0 10.0
AREA OF TOP
LENGTH - WIDTH =
214.0 104.0
AREA OF BOTTOM
LENGTH - WIDTH
154.0 44.0
22256 (AREA OF TOP)
6776 (AREA OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
* WIDTH • 4
184.0
74.0
54464 (AREA
OF MIDSECTION * 4)
CU. FT.
= [AREA TOP -
(4-AREA MIDSECTION)
+ AREA BOTTOM] DEPTH/6
22256.0
54464.0
6776. 0 . I.
Total Designed Volume
Available = 139160 CU. FT-

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 110.0 24200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 24200.0 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 = 78000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 142480 gals. or 19048.1 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 160 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14116.7 cubic feet

5D. 'Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15125.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19048
cubic
feet
58.
0
cubic
feet
5C.
14117
cubic
feet
5D.
15125
cubic
feet
TOTAL 48290 cubic feet
�. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall=====_____________> 7.5 inches
1.0 feet
Side slopes=====___,__.______________________> 3.0 : 1
Inside top length===________________________> 220.0 feet
Inside top s+idth=====_______________________> 110.0 feet
Top of dike elevation====__________________> 53.8 feet
Bottom of lagoon elevation===_______________> 42.8 feet
Total required volume=====___________ _____> 126290 cu. ft.
Actual design volume=====___________________> 139160 cu. ft.
Seasonal high sfatertable elevation (SHWT)___> 47.8 feet
Stop pumping elev.__________________________> 50.2 feet
Must be > or = to the SHWT elev. __________> 47.8 feet
Must be > or = to min. req. treatment el. _> 46.8 feet
Required minimum treatment volume=====______> 78000 cu. ft.
Volume at stop pumping elevation=====_______> 87533 cu. ft.
Start pumping elev._________________________> 52.0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 124035 cu. ft.
Volume at start pumping elevation=====__-___> 121960 cu. ft.
Required volume to be pumped=====________-__> 33165 cu. ft. •
Actual volume planned to be pumped=====_____> 34427 cu. ft.
Min. thickness of soil liner when required==> 1.6.�fpeet
W- �t
DESIGNED BY: APPROVED BY:
DATE- DATE: j 1 f 3elq4-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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 re4cired for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operat_ons, and the amount
of fresh water added to the system.
The designed temporary storage consists of 16-2 days storage for:
(1) waste from animals and (2) excess rainfall of ter 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 a'n 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 52.0 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 50.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 33165 cubic feet or
248073 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.

SHEET I 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, e.od and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. £arthfill 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 1.6 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 linen- 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 bentonit a 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 tide drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AqEA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY I TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
'PPLY 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)
i\;,LL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ft"!L DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
�PPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
��`IOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
NCHORING TOOL OR NETTING.
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.

80 LBS. RYE GRASS (40 LBS./ACRE) - DECEMBER 7 TO MARCH 30
` 60 LBS. RYE GRAIN (30 LBS./ACRE) - NURSE FOR FESCUE
TOTAL AREA TO BE SEEDED AND MULCHED -• 2.0 ACRES (APPROX.)
EARTHWORK CALCULATION DATA:
METHOD USED. GRID
TOTAL EXCAVATION = 4,593 CY. EXCAVATED CLAY = 0 CY.
PAD AND DIKE FILL = 3,940 CY. (ADJ.) CLAY LINER = 1,579_ CY. (ADJ.)
NET = 653 CY. CLAY BORROW = 1,579 CY.
SUITABLE FOR LINER = 0 CY.
WASTE = 653 CY.
1. FILL AND CLAY LINER VOLUMES HAVE BEEN ADJUSTED 10%
FOR SHRINKAGE DUE TO COMPACTION.
2. TOTAL EXCAVATION VOLUME INCLUDES .UNDERCUT FOR
CLAY LINER.
BLADEN COUNTY I DRAWN BY. DME
sl
.��•p��� A�s

POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
June 21, 1994
'sir. Sam warren
District Conservationist
USDA - Soil Conservation Service
1.2 Ag-Services Center
Elizabethtown, NC 28337
Re: Kenneth Kinlaw-Site 2-2640 Wean To Feeder
!)gar. Mr. Warren:
.1osed for your review is the completed Animal Waste Management
t'!'-ln for the above referenced swine farm. Specific items included
,.. +.his package are as follows:
Location Map
ASCS Tract Map
- SCS Soil Survey Map
-- SCS Soils Investigation Report
- Lagoon Calculations Spreadsheet
- Operation & Maintenance Plan for Lagoon
Construction Specifications for Lagoon
Site seeding Requirements
- Earthwork Calculations
Waste Utilization Plan (***N/A for contract growers***)
Site Plan with Construction Details
is my understanding that the Waste Utilization Plan for this
will be developed for the grower by your office.
:ease contact me at [phone], ext. 717 if you have any
r•,a�st.ions concerning this package.

Sincerely:
J. Neal Tucker, P.E.
Project Engineer
JNT
Enclosures
cc: File
Kenneth Kinlaw (complete package)
Roger Wells, Murphy Farms Construction Dept. (site plan only)

, r... x Nk Llr 1 Ur
A(:1L1C`IILTURE
CONSERVATION Elizabethtown, NC 28337
SERVICE 9 E0-862-b936
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME �c%;117•i% _
TELEPHONE
LOCATION frpz7ck4 G
SIZE OPERATION Cz ,ZLDD Jai
r .
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY 1•KoDUCER 1,ZD0 FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN?
If yes, SCS cannot provide assistance.
YES NO
IS SITE AT LEAST 100 FT. FROM A -BLUE LINE' PERENNIAL
STREAM? YES ✓ NO
If no, site roust be relocated.
1S SITE WTTHIN 1 MILE ZONING JURISDIC'I'I0N OF A
MUNICIPALITY? YES NO
If yes, landowner should consult with local ginning board about required permits.
Pmnits mist be obtained prior to design :,pproval.
ARIA UTILITIES IN CONSTRUCTION AREA'! YES NO ✓
If yes, see Part 503 of flit Nuiionttl Engisit:erirg Alanual and follow policy
(Copies of reaps or olber reference mates iuls may be attached to site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES NO_ /�
If yes, producer ►nest complete a Form A `1-1026.
NVILL ACTION RESULT IN SWAIVIPBUSTING?
YES NO__Z
IF WETLANDS ARE INVO[-VI:D, IT. 1S TI11, 1(}:SPONSIBILITY OF THE PRODUCER TO
C ON"rA('I'THE US ARMY CORP OF ENGINEERS ANT) TILE DIVISION OFF
ENVIRONMENTAL MANAGEMENT TO DETERMINE IF ADr)rriONAL PERMITS ARF
REQUIRED, NO WETLANDS SHOULD BE ALTERED UNTIL PRODUCER RECEIVES
WRITTEN APPROVAL FROM SCS, US AR,kIY CORP OF ENGINEERS AND NC DIVISION OF
ENVIRONMENTAL MANAGEMENT.
(A copy of AD-1026 and CPA-026 should In: allached to site evaluation.)
ODOR CONTROL
HAS ODOR CONTROL REF N DISCUSSED WITH PRODUCER .............
......I—. PREDOMINANT WIND DIRECI'ICJN'? YES_ ✓ NO
.............. POSSIBLE EXPANSION OF TREATMENT VOLUME FROM I CU.FT. UPWARDS
..........I... TO 3 CU. FT./1.13. OF ANIMAL? YES/ NO
.............. PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 112 OF THE
.............. CAPACITY? YES-14- NO
.............. USING GOOD SOUND IUDGMEPI'f IN LAND APPLICATION OF
.............. WASTE? YES­L�� NO

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SOIL IWESTIGATION TO DETERMINE'SUITABILTTY OF PROPOSED POND SITE `
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Operator:KENNETH KINLAW County: BLADEN Date: 06/17/94
Distance to nearest residence (other than owner): 1200.0 feet
I. .AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs. -
0
The
0
sows
(farrow to
feeder)
x
522
lbs. -
0
The
0
head
(finishing
only)
x
135
lbs. =
0
The
0
sows
(farrow to
wean)
x
433
lbs. -
0
The
2640
head
(wean to feeder)
x
30
lbs. =
79200
The
Describe other
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 79200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 79200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 39600.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------- --------- 290.0
Inside top width (feet)---------------------- 110.0
Top of dike elevation (feet)------------------ 106.0
Bottom of lagoon elevation ( feet) ------------- 90.0
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
3.0 3.0 3.0 3.0 284.0 104.0
AREA OF TOP
LENGTH * WIDTH =
284.0 104.0
AREA OF BOTTOM
LENGTH * WIDTH =
194.0 14.0
29536 (AREA OF TOP)
2716 (AREA OF BOTTOM)
79200 lbs
DEPTH
15.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
239.0 59.0 56404 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP 4 (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
29536.0 56404.0 2716.0 2.5
Total Designed Volume Available = 221640 CU. FT.

5. -TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
290.0 110.0 31900.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 31900.0 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 = 79200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 144672 gals. or 19341.2 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 = 528.0 gallons/day ; 180 days storage/7.48 gallons
per CF
Volume = 12705.9 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 18608.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 18608.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
19341
cubic
feet
5B.
12706
cubic
feet
5C.
18608
cubic
feet
5D.
18608
cubic
feet
TOTAL 69264 cubic feet
S. SUMMARY
Temporary storage period=___________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall=====_____________> 7.0 inches
Freeboard=__________________________________> 1.0 feet
PidE slopes=====-____- _______- ____----__> 3.0 . 1
Inside top length=====______________________> 290.0 feet
Inside top width====-______=________________> 110.0 feet
Top of dike elevation=====__________________> 106.0 feet
Bottom of lagoon elevation=====_____________> 90.0 feet
Total required volume=====__________________> 188064 cu. ft.
Actual design volume====____________________> 221640 cu. ft.
Seasonal high watertable elevation (SHWT)===> 100.0 feet
Stop pumping elev.__________________________> 101.7 feet
Must be > or = to the SHWT elev. __________> 100.0 feet
Must be > or = to min. req. treatment el. _> 96.0 feet
Required minimum treatment volume=====______> 116800 cu. ft.
Volume at stop pumping elevation=====_______> 136416 cu. ft.
Start pumping elev._________________________> 104.0 feet •
Must be at bottom of freeboard A 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 203032 cu. ft.
Volume at start pumping elevation=====______> 193256 cu. ft.
Required volume to be pumped=====___________> 50655 cu. ft. +►
Actual volume planned to be pumped=====_____> 56840 cu. ft.
Min. thickness of soil liner when required==> 2.3 feet
DESIGNED BY:�y APPROVED BY:
DATE �y� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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 104.0 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 101.7 . This temporary
storage, less 25 yr- 24 hr storm, contains 50655 cubic feet or
378902 gallons.

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.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction 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 2.3 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.

Soil lines- 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 contentduring 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 sheepefoot
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 thts'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
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.7 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)
162.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
21.6 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 I 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:
2700.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5.4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
270.0 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.

POST OFFICE BOX 759 . ROSE HILL, NORTH CAROLINA 28458
[phone]
June. 21, 1994
Mr. Sam Warren
District Conservationist
USDA - Soil Conservation Service
122 Ag-Services Center
Elizabethtown, NC 28337
Re: Kenneth Kinlaw-Site 1-2640 Wean To Feeder
Dear Mr. Warren:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- SCS Soil Survey Map
- SCS Soils Investigation Report
Lagoon Calculations Spreadsheet
Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
Site Seeding Requirements
Earthwork Calculations
Waste Utilization Plan (***N/A for contract growers***)
Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at (910) 289--2111, ext. 717 if you have any
questions concerning this package.

Sincerely:
. Neal Tucker, P.E.
Project Engineer
JNT
Enclosures
cc: File
Kenneth Kinlaw (complete package)
Roger Wells, Murphy Farms Construction Dept. (site plan only)

. _ ...... ,..�,, . .,r CONSER VATION Elizrbcthtown, NC 29337
AGRICULTURE SERVICE 910-862-6936
WASTE: MANAGEMENTFACILITY SITE EVALUATION
GENERAL INFORMATION
NAME TC-/ ,G,/J/,4T4%
TELEPHONE
LOCATION G
SIZE OPERATION Cz ,ZLDd
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER dao FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES NO
if yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 F F. FROM A 'BLUE LINE- PERENNIAL
STREAM? YES ✓ NO
If no, site must be relocated.
IS SITE WITHIN I MILE ZONING JURISDICTION OF A
MUNICIPALITY? YE5 NO_
If yes, landowner should consult with local zoning board about required permits.
Perutits must be obtained prior to design approval.
ARE UTILITIES IN CONSTRUCTION AREA? YES NO
If yes, see Put 503 of lite National Eagirteering Manual and fuiii:w policy.
(Copies of maps or other reference materials may be attached l+, site evaluation.)
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND?
YES
If yes, producer most complete a Fonn D-1026.
WILL ACTION RESULT IN SWAM PBUS-I-ING?
NO�_
YE5 NO_�
IF WETLANDS ARE INVOLVED, I-l' IS '1-11!: It I:SPONSIBIE.1'1'Y 0I. 'I'llE PRODUCER TO
C'ON fACr THE US ARA1Y CORE' OF ENl;IN1.LRS AND THE: DIVISION OF
ENVIRONMENTAL MANAGEMENT To DETERMINE IF ADDITIONAL PERMITS ARI-
REQUIRED. NO WETLANDS SHOULD B1: ALTERED UNTIL PRODUCER RECEIVES
WRrrrEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC. DIVISION OF
ENVIRONMEN•rAL MANAGEMENT.
(A copy of AD-1026 and CPA-026 Should be attached to site evaltjatiun.)
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .............
..I........... PREDOMINANT WIND DIRECTION? YL-`S__Z NO
.. . ...... POSSIBLE EXPANSION OF TREATMENT VOLUME FROM 1 CU.FT. UPWARDS
.............. TO 3 CU. FT./1-B. OF ANIMAL? YES_ / NO
.............. PRECHARGING LAGOON W1111 FRESH WATER TO AT LEAST 1/2 OF TIIE
.............. CAPACITY? YES_1Z NO
.............. USING GOOD SOUND JUDGMENT IN LAND APPLICATION OF
.............. WASTE? YES_/ NO
geld

3t�erc-�
PC~ nft^ I tO A"Hdj,;yi * w.a
604L CG1+1lavAUOU f1+1I
SOIL. INVESTIGATION TO DETERMINE'SUITABILM OF PROPOSED POND SITE
Tom
Wzun • • •
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Operator:KENNETH
KINLAW
County;
BLADEN
Distance
to nearest residence
(other than
owner):
I. AVERAGE
LIVE WEIGHT
(ALW)
0
sows (farrow to
finish)
x
1417
lbs.
0
saws (farrow to
feeder)
x
522
lbs.
0
head (finishing
only)
x
135
lbs.
0
sows (Yarrow to
wean)
x
433
lbs..
2640
head (wean to feeder)
x
30
1bs•.
Dvwcl"i bw other
Date: 06/07/94
1200.0 feet
Total Average LiveWeight=
2. H ita il• UN REQUIRED TREATMENT VOLUME OF LAGOON
Vulum& = 79200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(GF)/lb. ALW = 1 CF/lb. ALW
Volume = 79200 cubic feet
3. STORAGE VOLUME FOR SLUDUE ACCUKULAT'ION
Volume = 39600.0 cubic feet
4. TOTAL DESIGNED VOLUME:
I"wide top length (feet)--------------------- 260.0
Inside Lop width ;feet)---------------------- 120.0
Top of dike elevation (feet)-------------------- 101.0
bottom of lagoon elevation (feet)------------ 85.0
Freeboard (frat)------------------------------ 1.0
Side slopes (i►►sidw .Lagoon) -------- ------ 3.0 1
TuLai design volume using prismoidal formula
SS/END1 SS/END 2 ►SS/SIDEi SLR/SIDE2 LENGTH WIDTH
3.0 3.0 3.0 3.0 254.0 114.0
AREA OF TOP
LENGTH * WID'1'iy =
254- 0 114.0
AhEA OF BOTTOM
LE143TH - W i D7 T h =
164.0 24.0
AREA OF MIDSEC TIUN
LENGTH * WID►TH 4
28956 ( AREA OF TOP)
3936 ( AREA OF BOTTOM)
0 lbs
0 lbs
0 lbs
0 lbs
79200 lbs
0
79200 1ba
DEPTH
15. 0
57684 (AREA OF MIDSECTION - 4 )
CU_ FT. = LAREA TOP * (4*AREA HIDSECTION) - AREA BOTTOM] DEPTH/G
28956.0 57664.0 3936.0 2.5
Total Designed Volume Available = 226440 CU. FT.

5. TEMPORARY STORAGE REWIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length - Width =
260.0 120.0 31200.0 square feet
Buildings ( roof grid lot water)
0.0 square feet Describe this area.
TOTAL UA 31200.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production, io gal. /day per 135 •1b. ALW 1.37
Volume = 79200 lbs. ALW/135 lbs. ALW ■ 1.37 gal/day 180 days
Volume = 144G72 gals. or 19341.2 cubic feet
5B. Volume of waste water
i "is is Lhe amoun'L oS !vast water used foe washing floors or volume
cat fresh water used for a ilu .h system. Flush systems that recirculate
the lagoon water- are accounted for in 5A.
Volume = 528.0 gallons/day 160 days storage/7.46 gallons
per CF
Volume = 12705.9 cubic feet
3C. Vulums of rainfall in c.:ceLs ul c_vapuVation
Use period of time when rainfall exceed, evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 1.0 i" ■ DA / 12 inches per toot
V� lum = 18200.0 cubic feet

5D. Volume of 225 year - 24 hour 5turni
Volume = 7.0 inches / 1'2 inches per foot ■ DA
Volume = 18200.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
SA.
113:.I41
cubic
feet
5S.
12708
CLibic
feet
5c.
18200
uubiu
feeL
5D.
18200
cubic:
feet
TOTAL
66447
cubic
feet
6. SUMMARY
Temporary storage paric,d===_________________> 160 days
Rainiall in excess of evapux ation -___ 7.0 inches
e5 yeai, - 24 hour l dirifdli=====--------=====1 7.0 inCt,Es
1.0 feet
Side 3.0 : 1
Inside top ler,gtt,___________________________> 260.0 feet
inside top width-====_______________________% 120.0 feet
Top u-f dike elcvatiur,-===--=--------------- 101. P, feet
Bottom of lagoon► elCvdtaun====_____________ 85.0 feet
Total required volurne=====---==---=__________> 187247 cu. ft.
Actual design, vulr,ia--==;-_-_-_________;___-_, 226440 cu. ft.
�CdaCi[',d1 high watertabii7 eicVaLiar, (SHWT)=> 93.0 Feet
;Luf) pu,npinU elev.=--- 951.6 feet
Must be > or = to the `HWT elev. __________> 93.0 feet
Must be > or = to roan. r,:�-q. treatnerat el. _% 91.0 feet
iie,quir ed rair,irnuJA ii catr;iCr;t volume=====-_= 118800 cu. it.
Voiurie at :estop pumpii,J rlevatic,r,-=____-_-_- - 119365 c,u. i L.
La, t pu„,pi„q elev. _- --- -- _____-__==% 96.0 fret -
Must be at bottom of freeboard L 25 yr. rainfall
AC.tual volume less _� yl 24 i,f . i air fall._.082g0 cu. ft.
olui-ie at sta; t F,ur,ir:is,y cirvaliur,=--=_- =-_> 17 8.18 Gu. -ft.
lcyui,tcd volume to Lie 502-17 c;u. fL.
Actual volume planned to be purnped=== _=___> 5:3463 cu. ft.
Min. thickness of soi! Iirier wher, required= 2.3 feet
7. DESIGNED BY: �,� APPROVED 13Y:
DA- f�DATE:
NOTE: SITE. ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

'-'JELL• T 1 Cit' 2
OPERATION AND MAINTENANCE PLAN
This lagoon in designed tut waste treatment (pF_rmanent sLurage) and
180 days of temporary storage. The time required fur the planned
l.luid ravel i pwrwaae"L and temporary storage) to be reached may vary
due to siLe +_.o"di.tiun5, weathci, flushing operations, and the amount
of iresh water added to the syatem.
The (resigned temporary storage consists of 180 days storage for:
(1) wasLu- _fyom animals and (2) excans rai.niall after evaporation_ Also
included is storage for the S year - 4 hour- storm for the 1ocaLion.
The volume of waste generated ir,om a given number of animals will be
talrly constant throughout the year and iron year to year, but excess
Yainfali will vary from year Lu year. The 25 year rainfall will not
be a factor to coowider irk an annual pumping cycle, but this storage
volume must always be available.
A maximum elevati.un is [.1F,t•er mined in each design to begin
pumping and this in usually Lhe outlet invert of pipe (s) from
i,ui ldi ng (m) _ if the outlet pipo in not installed at the elevation to
begin pumping, a perma"enL marker must be installed at this elevatiu►►
to indicate when pumping should begin. An elevation must be established
U, :atop pumping to wai"Oain laguuo treatment. depth.
Puwpi"g can be sLa Leif u sLuppwd dL any Lisa" batwee" these two
eleva Llonn !or uper,Li"g L'unvw"ie"we as site conditions permit, Such as
weather, soils, crop, and equipment in order to apply Waste without
runoff oc leachiny.
ianj appiiC:aLion of waste wvLwi in f&wu ni wj as: u" at.ceptdble
method ui u.ispUsal. n&dthodz of application inGiude solid swL,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
i he ioliwing items are to be carried out:
i. IL . z_; =:Lr o"gly i 0aum► ended that the treatment lagoun be pi a-
c: harged to 1/2 its capacity to proven L excessive odors during
start-up. Pre -charging reduces: the concentration of the initial
W"St-r_ th. iawwo" tKWI Cby rejua±"g ujor s_ Sulidn should b`
wwve�ad with alfluw"L aL ell LAwwo. Whe" pfeaharginy is complete,
tlu h buildings with rec.yuiwd ldg uou liquid. Fi esh water should not
be used for flushing after er initial filling.
2. The attached waste utilination plan shall be follownd. This
plan recommends •ampliny and Lw8Li"U ui waste (see attachment)
before land application.
1. Bwyi" temporary st ui .ng pump-• uu t of the l aUUO" Wh&w f l ud i level
reaches the elevation 98.0 an nui kr_d by permanent marker. Stop pump -
out woe" the .fluid level r eauhn, elevation 5S.0 . This temporary
storage, less 25 yr - 24 hr storm, wo"Lains 50247 cubic feet or
375646 gallons.

SHEET 2 OF 2
q. The m,;;1w"w eim« ono to apply per irrigation is
un (1) i"wh mod the r acomme"dad maximum application rate is 0.3
ioah par hour_ Refut Lu Lhe wmaLa utilLzaLiva plan for fur Lhey details.
5. Xaep vaywLdtion on Lhe eoibd+lkw&nt and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maiotai" a vigo oun staid.
E. Repair any evoded areas uc areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
6. Keep a minimum of 25 feet of grass vegetated buffer arou"J
waste utilization fields adjacent to Lfwams. Was Le will
not, be applied in Open ditshns. 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 CI&an Water Aot of 1977 prohibits the dinwhoige of polluta"L, iaL, waters of the U"ited SLatww. The bepa1 tme"L of
E"vironme"t, Health, and Natural Resources, Division of Environ-
mental Management, has the wespons•ibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
The icundat_iun ai ea of Lhw l6guur, embankmenL and building pad shall be
wind, wd ul Liens, lu,U6, "Lumps, fouts, blush, boulder.', sod and rubbish.
_`aatisiactory displ:►wiLio" will be made of all debfis. The topsoil from
Lhe lagoon and pad aVea Should be stripped and stockpiled for use on
LAw 614w and pad afnan. After tr 1ppiny, the foundation area of the
layun" embankment and building pad shall be thoroughly loosened prior
to placing the first lift, of fill material to• get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The W: Wpl&ted wxcavatio" a"d enrthfill shall cu"fai to to the lints,
Ui nc1nw, and elevations shown an the plans. Eai thfill material shall
be iiwe of material such as mod, routs, fioaen soil, stones over
G inches in dia►i►eter, and other' objectionable material. To the extent
they die suitable, emonvated matevials ca" be used as fill. The fill
shall be byuug&L up in, apprQ%iwaLely hofizur►Lal layers not to examed S
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage With the hauling and spreading
oquipl aaL ui sta„jnfd i6mpir,ll Y alin1 uv othev equivalent p,vLhoj.
i:t.-11y6L:L.io„ will Le Q.onsitie, ed udecivaLw when, 1111 maLeriul in ob ervwd
to wunsuliddLe to the paint that settlement is not readily detectible.
NOTE THE SPECIAL REOU-iRENENTS FOR PLACEMENT OF LINERS IN THE LINER
`_SEC T IDN OF THIS SFEC:IFICATION. The ei+ ba„kne" t of the lagoon - shall be
i" tdl l&j unlwU LhG mui a impol viOus maLei ials 1 mill the required
e::CaVeLiuns. C:on,Lfue_.Ly"n of fill heights shall i,,clude 5 percant for
`.cttie;dent. Dikea over 15 feaL in height and with an i►sipoundwe"t
oapaciLy of 12 as e"-InaL o, Millie !all und&, the JuyindiGLio" ol the NC.
,
wam SaInLy Low. he hC'.l gh L isU=fli,vi on the difference in ei&va-Lier,
1rum the constructed hrighL to the duwns•trenm toe of the dike.
Precautions shall be taken, during construction to prevent exce •sivc
ci osion and =:cdimentation.
LI1'aER THE. NINIt' UM TtEQJIRED THICKNESS SHALL BE 2. 3 f L.
-------------------------------------------------
NOTE: LINERS ?PAk TlAL 00 FULL; ARE REQUIRED WHEN THE AT AC:HEb SOILS
INVESTIGATION REPGNT 00 iNDICATE=; 04 WHEN UNSUITABLE NA72RIAL 1S.
"c.i:MUNTERED nURIN5 CONSTRUCTION. A TYPICAL CROSS SLCTION OF THE LINER
IS 1NCLUUED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
Whets uleus of unsuitable mateiiai are encountcied, they will be over-
,%saVatwd hciow i.Ll dwh qr ajv to Vb— }'Cal lied tiepLh 60 liieaOur eta
}r_, }-�+•_iiL: 1+S. 1 Lo -LA, li"i,6 gl ujm- The . ou"d6t.lun "hall be ba.rklilled
as spswilied to grade with a SCS approved wa Lei idl (ie - Cam., SC, CH) .
REFER TO THE SOILS INVEESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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SEEDING SPECIFICATIONS
AREA TO BE SEEDED; 2.8 ACRES
USE THE SEED MIATURE LNPICATED AS FOLLOWS:
1.0 LBS. FESCUE 5RAWS AT GO LBS./ACRE
(BEST SUITED A CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER I TO NOVEMBER 30
FEBRUARY I TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LUS. /ACRE (NURSERY FOR FESCUE)
103. 0 LBS. 'PENSACOLA - BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATE&: MARCH 15 TO JUNE 15
22.4'LUS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDIAG DATES; APRIL I TO JULY 31.
0.0 LBS. UNHULLED COMNON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: jANUARY I TO MARCH 30
0.0 LBS. RYL GRABS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER I TO MARCH 30
LBS.
APPLY THE POLLOWIN3:
ZBOO-0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5.2 TONS OF I)6LONITIC LINE (2 TONS/ACOE)
280.0 BALES OF SMALL GRAIN STRAW (100 DALES/ACRE)
ALL SURFACE DRiiNl SHOULD BE !NSTALLED PRIOR TO SEEDING. SHAPE
ALn DISTUROED AAKA iAKEOIATELY AF7EK EAiTH LOVING IS C3MPLETED.
AF?hl LIKL AND PLATILIZLi TiEl DISH TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDLED WITH A CULTIPACKER
OR SIMILAR ECUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACGLA 5kdIA34AIS is GLOWER TO ESTAOnISW THAn COnOD14
DERNUbA GAAS!, WOCO U106 bAOIA, !T IS PECOMMENDED THAT 8
LBS./AGRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

h-RCS WASTE UTILIZATION
PLAN SPECIFICATIONS
I . A _.ai wa-r,= s :CFI : ct : 3�: S�ri3Cr wa -= a ;:z ratme by rL► CIS drit�^ a C c3;ZVC! ^C�, dti mc: Ucad
�.. aPP cc, Cr
di: xt dis.:za-se dL-rr3 cpc: aziou or 1='' au gl:cat can A y d:scHa; ¢_ of waste wEch eacwms sue. cz w al.- its
p.-ciaiLed.
2. c r - t`e z=;-, -roldcr ch= tEe preducr: - tLer oms as or is a aotar='z' aS --=t for its:
of adtgtLafe lani oil Wkica to properly apply the was,:. If the prcdLccr do= act owa aderuate land to proper. nly
discs- of war`, hc1's:.e sh T1 pro% -de a c: cv of a aaa: zd az; —eat wit; wta is witEzz a r-amscnehia
pro�r=itvr, allo�s;ag hLzai'icr ;fie use of rise la^.d `or wa_r,e application. It is the ;=s:povxb1ty of tie owner of t; e
facility to scv.=e an =dmc of the Wa= Utii 2atioa ?Lm whe'a thcre is a caanz= in the ovC.1' ' in the
n�ber cf a:i,=nisi tacth'od cfs,rii;�,'*on, at available la:d_
3. A==1 was'..: shall be applied to =ze, but act exc-cd, the Nit-cgen needs for , �. Ustic crop yields based an sou type,
avaiIablc =oisti m, his,cricai data, climata coaditions, and level of maszagc:nerit, unless there art regulations that
res,::c: the rate of application fcr otbc aut;ieats. Aatusl yields mad• bC u-,ardl ui ficu of nm z zic yield males at the
disz:..tion of the plainer.
4. ?gal waste shall be applied on land 1--g less than 5 tors Yet acts per vian Waszc racy be a✓pL 4 to L d that
is eroding at mare d= 5 tons but less than 10 tons per ac7-,a per year providing gr".:.-; Situ strips are inset l*d where
r=cff leaves t:,e f-eid. (See FO i G St —dal 3 93-gilt,:. S :nips)
S. Gdcr; can be injecting the was.e cr disking a+',C: waste applie_tion. W zzizt sacudd act be acclited wbes
th-e is dart_=- of dri the irgadea Sol::
5. W =ez zai=al ,�+as,= s to be arnlid on art m subject. to 2ccd:.az, it vFill be soil inccrcratt: on --cz eaLccal y Syd
c-cpiand. Wlca applied to errs. -vat on tld ccps or V=slzmd, the was;e may be broadest provided L=
acp acaticc dos act oc -:r-- dt_^:ng a sea ;or. prone to fccdLng (Sr "iviiC riser and CIM arc in Ncr . Cam '*'a" for
7. L;c=_d war,& sHail be azcliz!: at rates not tc _xc..ed the soil +. it vicr, rate suc that nzr:cf dces zct ccc: = o -site-
or to sue. : Ovate-, and in a method which ::Ces act CZ SC d. is U11 il]C Si CC d'.Irrlg applic .4or. No pending shcc:id
Occ= M Cr,:t--' to c; r- CI CGCr Mc idiCS.
S. Q_--TaI wasteriot be acclied to sa5.z-� soils, du^:.-ig c: -:-rs, or ►Aida t`C 57.E.race is Sz
9. A... gal waste should be acptied on ardvcly =wi g =ps in Such a tic, ^.c: that the eroc is not cave,-. d Xidi waste
to :.._ th that would rrcc:oit g:ou-a The roc -* ,al for stilt dzmagt ?lain was'ze s;,ould also be ccrsid-ram
10. War-- nut:';crts sliZ riot be appdd in fall or winter for wiring pizzd c. cps on sails w nth a L.igh�ote-..tiat ;Cr
lc :c=-g. Was:^ 1: rt loaLg ea '` sctts SLculc l C held to a C�ovr c`p
pi and otom- rein ' ne:.-:erts. Fr as',= sc: iI nct be applied t urC Elias: 30 d: ys prior to pl=tizg cf a =p or
_cx s.: re on Cr zftz Oc ; ce: 1, 1995 s;:aL cc,_ ply ^:l: L� c `;11cw aa' 1 C c„-per=:e:-0i
tLe land ai-a occo waica waste is applid ia-c a a lagoon that is a comport: of a s%vi.nc f ,= snail be at least 50 fc--
nay Eaid�ta; rr pC:-r iAL.:..d3 i- aad m a_::y pC.' r:: '=l s:rc zn or ; c oLhr, t`. n a: i": ig�.t�cn :cb or
eer.11. A imal was.: ether the.: s- ine was-.: u m fan is'cs sitd on or ."err Oc:giber 1. 1995, sha1 not be acpliea
t 4 d:%-d -.T ''Or Crr...i=1I hided
c CSC: t1;1.: � :C`:.O S-ii.�CG waL. 1 L'ls �1S�:,c= �.7v p� , L'c� IUr wCEC;S :IIMC :. ,. t+ +�,
�"�°- VC3eta., Vc firer steps a*•c Y: s (S� St_ ��^r 393 - FilEer St^.p;).

rr-RCS WASTE UTILIZATION
PLANT SPECIFICATIONS
(CO?-NMv-UED)
12- A :i=2? was'= hl11 not be a;: pUd c:csr. yam I00 ;mot moo: we',I .
I3. A; --a:, a asc s::ail r ct appl:d clese-, than 200 feet of dive=?it._, utl:cr d:all diuse o«zd by [anada%-aer.
I=. Waste saaU be applied in a mane: act to reaca etz'Cer propt-v arcs pubiic tight -of -ways.
15. Anl--al w•as= sha ? not be CiscTnarZd into s rzce war". dr-*aagv.va s or wetl=. s by a dischpurae or by ove:-
=raying. Anima was.: maybe applied to prier ccave: d cropland pro vid::d it has be= approved as a land
applications site by a 't=!:rjcal speciz i=". Aniaal warm applied ou a sri %vatarways sE± 11 be at az*enomic tires
and in a -Anne- that -_..r....= no runoff or drift from the site.
16. Domes:sc and ind= ial wave from wasbdewa facItics. showers. toilers, sinks, etc.. slzzil act be dis&; zgd into to
an
l-aI was'.e ma�age^,est srs.
I7. A protc=ve ccver of a:CvMDr:ate vegetalica will be est: bUshed on all dismrbc-.! areas 0agoca Won=fiats,
be: -.ems, pipe rd4s, e:c.}. A.-,s shall be fences as r.e: s:-�, to prate-:; nc� rcget_tiou. Vrze zticn Luc: s �- ,
shrubs, a :,d Other :vaodv sxcies, a=- are E--%itcd to areas wFc:: cot�sidlcred apqrocriate. L.agooc areas saould 4e
kept =owe--' acd = =fcie. I:aSoea bc^_s a :d ,;: c u; , sl:ou[d "ve ;i�:l��_:�? re;ulcrlr or avic�ce ei rayon,
laakagc, er c'is :: arse.
IS. R animal z roduc ca az -c i-'.L'iaw is t...r=izaied, te owner is rtsocnsibie 'or obtzirl ::g -Id z"noIeme-4- a *cics=--
p;an" wi<ica will i- pate the pc=bIty of an i?Ieg_I discwzrgc, poliudot: ai:d a �sien.
19. Waste handl ^.g s` tic �= , pining, pumps, revs, etc- sbould be iris -;cd on a regular basis to S.
leaks, and spills. A resular n:ai=ta-..aaca ch =klist sLoulc ae ktpt uu .;te.
20. A :im_ll waste ca:',e use?- in a raLden act scludes veg_t::Ibi,-s =,.d orht7 c; cps icr dL-_: cacsu=dor-
F:oweyer, if animal was-,.e is usd it :1 ould anly be applied pwith no
Lw �� apvlic bens of a. aI was dz:; gtt:e c,n secson.
21. 1-:,&y :;sale per--anczet =arice-s shall be i :szllea to MaA* the CCU a:.c' boccr:* eIV-riders of t.^e trpera-f rarase
{pumping volume} of all wa-r tr-ma=rt la;oors. Pu--ping shall be x: ncxd to znz*.^_tzi.. the liquid level •acrzeca
the markets. A 7----ce: will be re:zuir-4 to marle the m,a.�unl stor-::_e %'chin c icr %v ste storage ponds.
22. Soil tens shall be =ado -:e^ryear, and a Ucuid waste ct t-ak::, u;th� 60 dv:vs of acplicaeca
,==isert with w•astzz „ = }"t ca plat PCL: r liter shall he tcs:cd prior co applic»rion. Soil and wastr analysis
r----res s:aIl be kept fcr fvc yea.�-�
Dea4 ^'zts -,;^LH nee dirncsr of it a s=sr- tlrr srce:s N- C re•-Jat40ns.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
April 27, 1999
Kenneth Kinlaw
Kinlaw Nursery #1, #2, #3
3160 Horseshoe Rd
Bladenboro NC 28320
NCDENR
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. AWS090061
Additional information Request
Kinlaw Nursery # 1, #2, 43
Animal Waste Operation
Bladen County
Dear Kenneth Kinlaw:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by May 27, 1999:
Best Management Practices (BMPs) that are to be implemented at this facility should be
identified (check the appropriate BMPs) on the Insect Control Checklist. The checklist
submitted with the application was one page (Insect Control Checklist is usually two
pages) and no BMPs were identified.
Please note that all WUP revisions must be signed and dated by both the owner and the technical
specialist. Please reference the subject permit application number when providing the requested
information. All information should be signed, sealed, and submitted in duplicate to my attention at the
address below. The information requested by this letter, must be submitted on or before May 27, 1999
or the Division will return your application as incomplete in accordance with 15A N.C.A.C. 214.0200
and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit
is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement
authority of the Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
erely,
Sue Homewood -
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
P.D. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]B3 FAX [phone]
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