310788_HISTORICAL_20171231

NUH I H UAHULINA
Department of Environmental Qual

Water Resources
ENVIRONMENTAL QUALITY
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
S & J Farms Inc
S & J Farms #2
156 S Country Club Dr
Kenansville, NC28349-9588
Dear Permittee,
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secrerare
RECFI&AW60%RMAN
Director
July 8, 2016 - JUL 12 2016
Water Quality Regional
Operations Section
Wilmington Regional Office
Subject: Notice of Deficiency
S & J Farms #2
Permit Number AWS310798
Duplin County
As of this date, our records indicate that the above -referenced permit issued to your facility has
overdue fees. It is both a condition of your permit and required by Rule 15A NCAC 2T .0105(e) (2) to pay
the annual administering and compliance fee within thirty (30) days of being billed by this Division.
The following invoices are outstanding:
Invoice Number
Fee for Years
Due Date
Outstanding Fee $
2015PR003778
2012
5/24/2015
360
2015PR004851
2013
6/7/2015
360
2015PR004862
2014
6/7/2015
360
Failure to pay the fee accordingly may result in the Division initiating enforcement actions, to
include the assessment of civil penalties. Failure to comply with conditions in a permit may result in a
recommendation of enforcement action, to the Director of the Division of Water Resources who may issue
a civil penalty assessment of not more that twenty-five thousand ($25,000) dollars against any "person"
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit under
authority of G.S. 143-215.6A. Therefore, it is imperative that you submit the appropriate fee as requested
within thirty (30) days of this Notice of Deficiency.
Please remit the payment, made payable to the North Carolina Department of Environmental
Quality (NCDEQ), in the above amount. Please include Permit Number on your check and mail this
payment to:
Division of Water Resources.— Budget Office
Attn: Teresa Revis
1617 Mail Service Center
Raleigh, NC 27699-1617
Phone: [phone]
-contd.-
State of North Carolina I Environmental Quality I Water Resotrrcos/Water Quality Regional Operations
1636 Mail service Center I Raleigh, North Carolina 27699-1636
919 807 6464

If you have any questions concerning this Notice, please contact Animal Feeding Operations
Program staff at [phone],
Sincerely,
1
Debra J. Watts, Supervisor
Animal Feeding Operation, and
Ground Water Protection Branch
cc: Wilmington Regional Office, Water Quality Regional Operations Section
WQROS Central File (Permit No AWS310788)

,1
46
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-788 County: Duplin
Facility Name: S&J Farms Jay Jones
Certified Operator Name: Jay Jones Operator Number: AWA999320
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.
Lagoon Name/ID:
5pillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1
N
17
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
Information. Contact and secure.approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates for depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 3/6/2015
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the Information Is
accurate and correct.
Phone: [phone]
Date:. 3/6/2015

IL TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: #5
line m =
598.2 lb PAN
.
2. Structure ID:
line m =
I
Ib PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
ib PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 598.2 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
O. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
Qblacre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
72055
1
Bermuda
9.87
260.00
2586.2
3115--9130
72055
2
Bermuda
10.25
235.00
2408.8
3115--9130
72055
3
Bermuda
8.13
260.00
2113.8
3115--9130
72055
4
Bermuda
11.50
275.00
3162.5
3115--9/30
72055
5
Bermuda
8.80
275.00
2420.0
3115--9130
72055
6
Bermuda
5.15
260.00
1339.0
3/15--9/30
72055
7
Bermuda
7.40
260.00
1924.0
3115--9130
72055
8
Bermuda
2.00
276.00
550.0
3115--9130
'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) = 16484.3 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 598.2 lb. PAN
PoA (30 Day) 2/21100
1

x. Crop's remaining PAN balance (line v from section Ill) = 16484.3 lb. PAN
y. Overall PAN balance (w - x) _ -15886 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.
Excessive Rainfall Have Not Been Able To Pump.
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); #5
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a, current liquid level according to marker 17.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 107B16 ftz
e. line c112 x line d x 7.48 gallons/fe _ 1� 3` 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 7 0-65-3-1-21 ft�
h. current herd # 720 certified herd # 4320
actual waste produced = current hard # x line g = 177552 fl'
certified herd #
I. volume of wash water according to structural design
�. excess rainfall over evaporation according to design
k. (lines h + I + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12/22/2014
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)
PoA (30 Day) 2121100
W
65100 fe
302508 gallons
1.37 Ibs11000 gal.
£98.2 lbs. PAN .

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:��5��
Facility Name: -,w 5
County: v 1"'
'
Certified Operator Name: J a 00 -e-`} 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 Namelldentifier (ID): 4 r
Spillway (Yes o N'o .
Level (inches):
2. Check all applicable items
�v ff
R1DC]-.IVk,n
FCC 0 9 2010
Liquid level is within the designed structural freeboard elevations of one or more structures. Five
and 30 day Plans of Action are attached. Hydraulic and agror b.baiauces-arearitlljn
acceptable ranges.
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility �/
3. Earliest possible date to begin land application of waste: `� kt, .wev#tt . (�-e�'!ft•
I hereby certify that 1 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.
G� o 4
lity Owner/Manager (print)
nager (signature)
Phone: q10 .1 30
Date: ho
PoA Cover Page 2121100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 4
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c x line d x 7.48 alb lons _
12 ft
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
g. volume of waste produced according to structural design
h. 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 +i) x 7.48 x 30 days =
line f
4. Total PAN to be land applied during draw down period
I. current waste analysis dated
m. (lines e + k) x line I =
1000
inches
inches
inches
ft2
gallons
days
ft3
ft3
ft3
ft3
✓ gallons
Ib/1000 gal.
ISD, 53 lb PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
POA (30 Day) 2121100 1

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): _<�-
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c x line d x 7.48 gallons
_
12 ft
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
g. volume of waste produced according to structural design
h. 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 +i) x 7.48 x 30 days =
line f
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1.3.
m. (lines e + k) x line I =
1000
(� inches
inches
3 inches
3 gallons
(4 days
ft3
........... ft3
ft3
ft3
gallons
Ib/1000 gal.
lb PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
PoA (30 Day) 2/21100 1

. ----' 1.
structure ID: 4
line m = s
lb PAN
2.
structure ID: S
line m = ,j
lb PAN
3.
structure ID:
line m =
lb PAN
4.
structure ID:
line m =
lb PAN
5.
structure ID:
line m =
lb PAN
6.
structure ID:
line m =
lb PAN
n.
lines 1 +2+3+4+5+6 =
!Jr< ,4y- lb PAN
III. TOTAL
PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAYDRAW DOWN
PERIOD_
DO NOT LIST FIELDS TO WHICH PAN CAN NOT BE APPLIES DURING THIS 30 DAY
PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining
IRR-2 PAN
balance
(lb/acre)
t. TOTAL PAN
BALANCE
FOR FIELD
(lbs.)
column r x s
u.
application
window'
,c
► �`
l
r
�7
�r 5
-
40
'1,G
s• 1s
s
'State current crop ending application slate or next crop application beginning date for available receiving
crops during 30 day drawn down period
v. Total PAN available for all fields (sum of column t) =
S lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE '3 1 3T,
PoA (30 Day) 2I21/00 2

w. Total PAN to be land applied (line n from section II) = qI �, 01 lb. PAN
x. Crop's remaining PAN balance (line v from section III) - R ? 0 G �� lb. PAN
y. Overall PAN balance (w - x) = -- I If -J, & I 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:
-Dv ,C q0 Q vc-c f �
LI-11- S)
40-er,414-
PoA (30 Day) 2/21/00 3

AW-S 316788
NUTRIENT UTILIZATION PLAN
Grower(s): James B. Jones
Farm Name: S&J Farms, Inc.
County: Du lin
Farm Ca acit :
Farrow to Wean RECEIVED I DENR 1 DWQ
Farrow to Feeder AQDI�V9 p9nTpr+Tim ��r'T10N
Farrow to Finish APR 0 2 2099
Wean to Feeder
Feeder to Finish 7200
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days APR 14 2009
Application Method: Irrigation
By.
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 fitter 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 will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. in some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1 .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ff, tons, etc.):
Ca aci Type Waste Produced per Animal Total
Farrow to Wean
3212 gallyr
gallyr
Farrow to Feeder
4015 gallyr
gallyr
Farrow to Finish
10585 galtyr
galtyr
Wean to Feeder
223 galtyr
galtyr
7200
Feeder to Finish
986 gallyr
7,099,200 galtyr
Total 7,099,200 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 lbs/yr
lbs/yr
Farrow to Feeder
6.5 lbs/yr
lbs/yr
Farrow to Finish
26 lbs/yr
lbs/yr
Wean to Feeder
0.48 Ibstyr
lbs/yr
7200
Feeder to Finish
2.3 lbs/yr
16,560 lbstyr
Total 16,560 lbs/yr
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: 63.1
Total N Required 1st Year. 19639.25
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 19,639.25
Total Nitrogen Produced by Farm: 16,560.00
Nitrogen Balance for Crops: (3,079.25)
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.
2 of 8

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 or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
Lbs N utilized / unit yield
A Barley
1.6 lbs N / bushel
B Hybrid Bermudagrass - Grazed
50 lbs N / ton
C Hybrid Bermudagrass - Hay
50 lbs N / ton
D Corn - Grain
1.25 lbs N I bushel
E Corn - Silage
12 lbs N / ton
F Cotton
0.12 lbs N / lbs lint
G Fescue - Grazed
50 lbs N I ton
H Fescue - Hay
50 lbs N / ton
I Oats
1.3 lbs N / bushel
J Rye
2.4 lbs N I bushel
K Small Grain - Grazed
50 lbs N / acre
L Small Grain - Hay
50 lbs N / acre
M Grain Sorghum
2.5 lbs N / cwt
N Wheat
2.4 lbs N / bushel
0 Soybean
4.0 lbs N / bushel
P Pine Trees
40 lbs N / acre 1 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 S cificalions PAN/ /animal Farm Total/
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
7200 Feeder to Finish 0.36 2592
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 2592 pounds of plant available nitrogen per year wilt 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 12960 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 43 acreas of land. if you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 103.68 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
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'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.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
€nlhr
* inches
72055
1
NoA
B
0.5
1
72055
2
AuB
B
0.6
1
72055
3
NoB
B
0.5
1
72055
4
GoA
B
0.4
1
72055
5
GoA
B
0.4
1
72055
B
NoA
B
0.5
1
72055
7
NoA
B
0.5
1
72055
8
GoA
B
0.4
1
6of8

Additional Comments:
Plan based on using an aerway applicator exclusively on this farm.
All land may be grazed.
Field acres based on map prepared by Duplin F5A on 7/15/2003.
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: S&J Farms, Inc.
Owner: James B. Jones
Manager:
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 nutrient management
plan for the farm named above. Itwe 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 fled 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:
James B. Jones
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Kraig Westerbeek
Affiliation: Private
Address: 1635 W. Wards Bridge Rd.
Warsaw, NC 2§2V
Telephone:. [phone]
Signature:
/
Iig
Date � �0
�D
8of8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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).
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 Animal 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.
2of3

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

w A rEq
1Ir"1 �
l l- ^ Av� :;
O 'C.
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
S & J Farms Inc
S & J Farms 42
302 Fox Ridge Rd
Warsaw, NC 28398
Dear S & J Farms Inc:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
APR 7 2007
Alan W. Klimek, P.E. Director
`...,,.■` Division of Water Quality
April 25, 2007
Re: Request for Information
Facility Annual Stocking Average
S & J Farms #2
Permit #: NCA231788
Duplin County
Based on information submitted with the facility's Animal Facility Annual Certification Form,
the Division of Water Quality (DWQ) is requesting additional information related to the annual
average of animals for the year 2006.
The Certificate of Coverage (COC) NCA231788 of your NPDES Permit states:
"This approval shall consist of the operation of this system, including, but not limited to,
the management of animal waste from the S & J Farms #2 located in Duplin County, with
an animal capacity of no greater than an annual average of 7200 feeder to finish, 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 unnecessary, 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 Division received your annual certification form on March 22, 2007. On that form, you
indicated that your annual average was 7600. This exceeds the annual average specified in your
COC of 7200. To avoid possible enforcement action for a violation of your permit, please
submit the facility's stocking records for the year 2006 within thirty (30) days to the following
address:
y`
NaCarolina
Naturully
Aquifer Protection Section 1636 Mail Service Center
Internet: www.newaterquality.org Location: 2728 Capital Boulevard
An Equal opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

Contd. Page 2
Apri125, 2007
S & J Farms Inc
NCA231788
4t
Miressa-D-Garoma
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Please be advised that nothing in this letter should be taken as removing from you the
responsibility or liability for failure to comply with any State Rule, State Statue or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact me at (919) 715-
6937 or the Wilmington Regional Office at [phone].
Sincerely,
Miressa D. Garoma
Soil Scientist
cc: APS Central Files
Wilmington Regional Office

�pF W A rFRQ Michael F. Easley, Govemor
�O 9 William G. Ross Jr., Secretary
i~ North Carolina Department of Environment and Natural Resources
Q Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 RECEIV
S & J Farms Inc JUN 2 6 2007
S & J Farms #2
156 S County Club Dr BY:
Kenansville, NC 28349
Subject: Certificate of Coverage No. AWS310788
S & J Farms #2
Animal Waste Management System
Duplin County
Dear S & J Farms Inc:
In accordance with your application received on 19-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to S & J Farms Inc, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the S & J Farms #2, located in Duplin County, with an animal capacity of no greater
than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 7200 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 _ Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows .
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition I11.19 does not apply,
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP -and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please Pav
careful attention to the record keeping and monitoring conditions in this permit.
Ont
N,t� htCarolina
A1146ra!!y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: www.ncwatemuality.or>; Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal OpportunitylAifimlabve Action Employer- 50% Recycled110% Post Consumer Paper Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records -show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules; standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility. ' .
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office, The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
f/f
1�
w
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310788

ANIMA � FACILITY ANNUAL. CERTIFICATION PORQ
Certificate of Coverage or P. rmit Number %�_ ����$ County D P _ Year 200.�,
IF
Facility Name (as shown on 2ertificate of Coverage or Permit) _ r �'#d
Operator in Charge for this 1 acility �, -r 5 _ Certification #.0
Land application of animal i aste as allowed by the above permit occurred during the past calendar near
YES NO. I: NO, skip Part I and Part I1 and proceed to the certification. Also, if animal waste
was generated but not land P. )plied, please attach an explanation on how the animal waste was handled.
Part I : Facility Inforutat: cm:
1. Total number of applicai on Fields C or Pulls''(please check. the appropriate box) in the Certified Animal
Waste Management Plat (CAWMP): __w2__ Total Useable Acres approved in the CAWMP
2. Total number of Fields C i or Pulls V(please check the appropriate box) on which land application
occurred during the year a 0 _ Total Acres on which waste was applied _,5'j J.�
3. Total pounds of Plant A, ailable Nitrogen (PAN) applied during the year for all application sites:
7-Z-3 15 -
4. Total pounds of Plant A, ailable Nitrogen (PAN) allowed to be Iand applied annually by the CAWMP and
the permit:
5. Estimated amount of tot it manure, litter and process wastewater sold or given to other persons and taken
off site during the year _ %��++ 'L tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number )f animals by type at this facility during the previous year:
7. Largest and smallest nur fiber of animals by type at this facility at any one time during the previous year:
Largest _ 1 3 50
Smallest
(These numbers are for i iformational purposes only since the only permit limit on the number of animals
at the facility is the annu d average numbers
1 1 d�r1ro $. Facility's Integrator if al plicable: • !L•
Part II: II: Facility
MAR 0 1 2004
IF THE ANSWER TO AN) STATEMENT BELOW IS "NO", PLEASE PROVIL? 0Y,.; tiT�TEN' r`
DESCRIPTION AS TO WT Y THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXP _AIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY B kCK INTO COMPLIANCE.
1. Only animal waste gene; ited at this facility was applied to the permitted sites during
the past calendar year.
AFACF 3-14-03
VYes 7 No

2. The facility was operated it such a way that there was no direct runoff of waste 6om P Yes No
the facility (including the h uses, lagoons/storage ponds and the application sites) during n '
the past calendar year.
3. There was no discharge of, Taste to surface water from this facility during the past Yes Na
calendar year.
4. There was no freeboard vio ation in any lagoons or storage ponds at this facility during Yes L-i No
the past calendar year.
S. There was no PAN applicat on to any fields or crops at this facility greater than the VYes 'r' No
levels specified in this facil ty's CAWMP during the past calendar year.
6. All land application equipn -.nt was calibrated at least once during the past calendar year. tart Yes E No
7. Sludge accumulation in all agoons did not exceed the volume for which the lagoon Yes F ! No
was designed or reduce the agoon's minimum treatment volume to less than the volume
for which the lagoon was d, signed. _,�
8. A copy of the Annual Sludi e Survey Form for this facility is attached to this Certification. V Yes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the
past calendar year.
10. Soil pH was maintained as . pecified in the permit during the past calendar Year?
1 I .dill required monitoring an( reporting was performed in accordance with the facility's
permit during the past caler Jar year.
12. All operations and mainten, nee requirements in the permit were complied with during
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water duality.
13. Crops as specified in the C.,.WMP were maintained during the past calendar year on all
sites receiving animal wash and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as : )ecified on the permit and the CAWMP for this facility were
maintained during each app ication of animal waste during the past calendar year.
Z Yes D No
L/Yes E No
Yes ❑ No
_J Yes ❑ No
Yes a No
its Yes No
"1 certify under penalty of law t iat this document and all attachments were prepared under my direction or
supervision in accordance with i system designed to assure that qualified personnel properly gather and
evaluate the information submi- red. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsil le for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, tccurate, and complete. I am aware that there are significant penalties for
submitting false information, ir. ,luding the possibiliiy of fines and imprisonment for knowing violations."
ermittee Naand Tit a Q pe or prit)
na a er ittee Date
r rator it Charge r Date
t'differenvIrom Permi; .ee)
AFACF 3-14-03 2

Appendix 1. 1,agoun Sedge Survey Ferro
A. Farm frrntit or DW. i I Italification dumber--.,
B. Lagoon Idenliflcatio
-. ._ __..._ ___.
. - ._:. -- -- ......... .........
C. Person(s) TAing Mr is rements....--
D. Date of Messuromer s r _
E.. Rlethoda/Devices ilk d 'or Measurement of: ad��; + P IVft-
u. Distance Ins n "r lagoon liquid surface to thrtop of the bludbc: layer:
_._._._.l.,J.'--
b, Distance fro a he lagoon liquid surface to the bottom tsoll) al'€he lagoon:
c. Thickness sludge layer if making a direct nicasuren,ent with "core still let
. Lagoon Surface Arco (t :ir:g dimensions at inside top of bank);
(Draw a sketch o the lagoon on a separate sheet, list dimensions, and valc;uiate surfacc area.)
C. Estimate number ui so rpling points:
a. less than I.: 3 etes: Use I points
b. If €nme than 1. 3 acres:, -)_-K scres'x G � ��, with moximuin ul 24.
(t!bing Actch ai d iwensions, develop 4 umfonr grid flier has rho w me iwmhcr or intcrseciions as the
estiniated numix . ' uzimpling points necdod, NURlber thr interseetiun poirsts kjo Ihr InYuon grid so that dutx
recorded &I each :,i t7r oashy snatched.)
11, ('nnciucl sludge $ur C. and record data oa "Sludge Survey Data Sheet" (:lrprndt'x 2).
1.
At the liine of the $1 is -;r survey, also measuro the disranr.G fium the Kfaxi+riuin Liquid Lcvot
Present l.iqui I (measure the lagoon
to the uvel at gaugo paid).
J.
[.)determine the dlsta . frorn the Maximum Liquid level to ilia Minimum Liquid level
,� ,. Q
t use lagoon inanagt It nt plan or other lagoon rbcords):
K.
Calculate the dletan, a porn the present liquiJ surface level to the Nlinirnwu Liquid Level
f _ ..(O
(Item J mines Bert I as,sumiug the present liquid lcvci is bellow Clio Maximuin liquid Lrvd):
L.
Re,:ord fruit the Slc 11 : Survey Data Sheet the distance from the pre:;cm liquid surface Irvel
ro the lagoon bottan verage for all the measurement
(]
( points):
_9!.e
M.
ltccord from the Siu 11 : Survey Data Sheet the 'distance from the present liquid starge 1cvol
to top the slut layer (average for the
the of 1, all nnrasurerncrtt points)-
-a ,
N.
Raeord from the Stu I .. Survey Data Sheet ate average thickness of the sludge layer:
( .
0.
Calculate the thickni ; of the existing Liquid Treatmont Zone (Item M mitius items ky
(Note:11' Itvin U is Ids, it in 4 feet, a sludge removal W utilizatiu» plait may be rcquircd by
N.C. DWQ. Sec your e t .ifc permit orcuntact UWQ for more informatiaa.)
P. Prodded to the SludV , olume Workshcei ifyou desire to calculatc si4ldge volume sur a rc:.iaiigular-
shaped lagoon with i n form side slots.
Completed by: _� 1e. +..� . _. - Dmt: YI, Y
PrI'nt N .r 1e Si ter
14

Apprudl% 2. Sludge ! it 'vr7' Data Sheet*
t_<,t3uan idensi!ication
Sludge Survey Bats 4 +see[ _.-----_-- .....A4
Completed by ,�. �.� .- _ ---_-_ __.. _ __.. I FAW
Print ti a ne Ig A tu►
Grid
Point
No. Distance Iron fluid surface
to top c Iudoe
_Ft._8 in. k 4, tenmal_
2.
L'-4,
14
18
1�
21
i 24
E
�Avera a
i r1�i�T[:nah, c' d (�r COnv,:
Sr
(C) I (C) mirnis (8)
Dill tnce from liquid surface Th+ckrteo of aludae
to laV92_ th�t�om •aai j- -- ---- - ---- la er _.._ ---
R. & in.
Fc. (tenthrf.)_ F1, a on. r Ft.er►the} ---
9.
�._ 4.a
L,S.'t?.�i�t# al.�' ��}'ri li�i{'ti,�r.'aw,_, i___.-�rs• rrui.al.¢���`�nw� i� �:t�rkE�,h,��L!lfS��i�lf:,�
-M fi'01h :ra hrs ru tenths at`cr l��ct.
!S

rP �
`C J
el 0 Y::N

Appendix I. iL ailoo 5 Age Survey Form
A, Farm Permil or UV 11wilificalion Number, --.—.A/ .
f3. lagoon Idenlificutli n .. . __-. ¢....._.. �_.__._._._..
C'• I'rrson(s) •Taking tv, :as
D. Date of MeaBurernc As _------_...--
E. MmhodsiDevicw U v d ar Mt:aaturenit:nt UP ��%t....4 QIo f•t
a. Distance Ir lit ie lagoon liquid surli cc to the lop of Ilse sludge layer:
b. Distance fr in he lagoon liquid aurface to the bottom (soil) of flit log :.
C. T hiekneas f d ;sludge layer if tanking a direot measurement with "rose stut41er
1-. 1. ugoon Surface Art: , (I ling dimensiuhs at inside tup of bank):
I Draw a skate t o The lagoon on a separate shcol, list dGnensions, and calculme aurface arta.)
(;• F:,timate numbers f s; nplhis points:
a. less tltan 1 33 -cros: Use B points
h. If morn hilt 1. 3 acres, ��- a01'eri A 0 ' _ , with maximum sit 24.
(using Acleh nd imcneions, develop a unifiwn grid that has the burns
the
esnimated nurni :f ; 'sampling pointy IN'•t;Jed. Nua ibzi the imersectia.m pointi. on the Ingooti grid ao
that data
recorded 4t eac ru bu et+sits matched.)
it. Condtic,t sludge su �. �. and record data on "Sludge Survey Data Shed" (Apl•renJix 2).
t. At doe lint: ol'tho Iuc w sUrVe)', also measure the d;stan-:e front the klaxinjum Liquid Level
to tltu Prcaeat l,igt d I ravel (measure at the lagoon gauge pelt):
__r -.1^
I De-i rmiue she disc nc• lion the Maximum Liquid Lovul to the'Ainirnurn Liquid Level
(use iagoon mantst mi tit plan or Uthar lagoon records):
K. Calt:ulatr the dicta ce loin the present liquid nuriace lave] to the Minin3wn Liquid Leval
;lte.tn J minus lee I I assuming the present liquid level is below the Nliminwiki Liquid Level):
_L
I.. Itreord ftum the S tdl t Survey Data Shoot the distance from the pn;scm liquid surface level
to the lagoon botto ( voraSe far all the Inencurament
n points):
.. ,
N1. Record from the S ull . Survey Data Sheet the J;stanvc Tram the present liquid surlldce level
ig, layer for the:
�y
too the top of the Nit (average ell iticuurtsinow points):
N, 1(ecurd from the SI idi . Suraey Dala Sheet the average thickness of the sludge layer:
. q
0. Calculate the thick es of the existing 1.411+id'I'millatt:nt;Zone (ltetp M minus Item K).
(Note: !f sham t) is IC a tl to 4 feel, a aluJge ru moval tails wilizatiott plain tna) bV required by
N.C. I)WQ. See your spa :ific permit orcontuct DWQ for more ittfatttaatiuu,l
F'. Proceed to the Slut ;e 'ulurne Worksheet If you desire Iu calt:ulute aiuclgr v luutc turtt rt:s:taugular- .
shaped taguon will un form side snipes.
Completed by:-,�._� ._ �� 4/ ..r►.��...__VrW
E7att•:Print t{a(
14

Appendix 2. Sludge S - -Ygy Do to AM*
Lagoon lderl�dwflatio
Sludge Survey Date I' 90t
Completed by: Data.
Print N -is gnalute
(A)
tl
Grid
Puint
No.
Distance from
quid surface
to top o
Ft.& in,
s)
(C)
(C) minus (8)
T
Dlwanco from liquid surface I Thickness of sludge
FI-91n.(tenths__-Ft & in, Ft tntk
0
3
-7.
14
17
19
20
21
22
2
24
4-4!Li�rigP��Lnu n(,L0i% shi-:a Ibis
1XII(I'Viget
15

�I
�I
9.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
S & J Farms Inc
S & J Farms #2
302 Fox Ridge Rd
Warsaw NC 28398
Dear S & J Farms Inc:
A
• •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-788
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY1, DRY2, DRY3, SLUR1, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
9
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
Sincerely,
oz-��- �7 /
Kerr T. Stevens, Director
Division of Water Quality
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Af irmative Action Employer 50% recycled/10% post -consumer paper

Rcti iscd January 22, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 3- r
Farm Name: _
On -Site Representative:
Inspector/Reviewer's Name: k�t
Date of site visit: 14 h9
Date of most recent WUP: k4o/ay_
_
Operation is flagged for a wettable
acre determination due to failure of
Part 11 eligibility items) F1 F2 F3 F4
�✓ Operation not required to secure WA
determination at this time based on
exemption El (2 E3 E4
Annva-I'.fafin PAN deficit: pounds
Irrigation System.(s) - circle *: 1. hard -hose traveler, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system wlpermanent pipe; 5. stationary sprinkler system wlportable pipe;
6. stationary gun system wlpermanent pipe; 7. stationary gun system wlportable pipe
PART 1. WA Determination Exemptions (Eligibility failure, Part 11, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
/E2 Adequate D, and D2lD3 irrigation -operating parameter sheets, including map
depicting wettable acres, is complete and signed by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part Ill. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part 11- F1 F2 F3, before'completing computational table in Part 111).
PART IL 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below: -
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigation records.
F2 • Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure to deduct required
buffer/setback acreage; or 25% of total acreage identified in CAWMP includes
small, irregularly shaped fields - fields less than 5. acres for travelers or less than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits field(s)'s acreage in excess
- of 75% of the respective field's total acreage as noted in table in Part Ill.

Revised Jaauar), 22, i 9;
Facility Number -
Part lll. Field by Field Determination of 75% Exemption Rule for WA Determination
and type of irrigation system_ If pulls, etc. cross more than one field, inspectorlreviewer wilL have to combine fields to
calculate 75% field by field determination for exemption if possible; otherwise operation will be subject to WA
determination.
FIELD NUMSER2 - must be clearly delineated on map.
COMMENTS3 - back-up fields with CAWMP acreage exceeding 75% of its total acres and having received less than 5D%
of its annual PAN as documented in the farm's previous two years' (1997 & 1998) of irrigation records, cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be accessible
by irrigation system.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
.lames B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
June 26, 1998
S&JFarms Inc
S & J Farms #2
302 Fox Ridge Rd
Warsaw NC 28398
IT * 0
,NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
Subject: Reissuance of Certificate of Coverage
No.AWS310788
S & J Farms #2
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
Dear S & J Farms Inc:
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on September 15, 1997. In accordance with the issuance of the revised General Permit, we
are forwarding this Certificate of Coverage (COC) to S & J Farms Inc, authorizing the operation of the
subject animal waste collection, treatment, storage and land application system in accordance with
General Permit AWG100000. This approval shall consist of the operation of this system including, but
not limited to, the management of animal waste from the S & J Farms #2, located in Duplin County,
with an animal capacity of no greater than 7200 Feeder to Finish and the application to land as specified
in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
COC No AWS310788 dated September 15, 1997. The COC shall hereby incorporate by reference any
specific conditions of the previous COC issued to this facility. The purpose of this COC is to allow
coverage under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition I1.10 regarding tree removal from lagoon embankments, Condition 1I1.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition I1I.6
regarding notification requirements for system failures, spills and emergencies. 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, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste' production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS310788
S & J Farms #2
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ 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 non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington 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 Mike Lewandowski at [phone] ext. 362.
Sincerely,
for A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment,
Health and Natural Resources • •
Division of Water Quality RECEIVED A4
James B. Hunt, Jr., Governor SEP 18 1997
Wayne McDevitt, Secretary BY. p E H N F1
A. Preston Howard, Jr., P.E., Director
September 15, 1997
James Jones
S & J Farms #2
PO Box 332
Warsaw NC 28398
Subject: Certificate of Coverage No. AWS310788
S&JFarms #2
Swine Waste Collection, Treatment, Storage
and Application System
Duplin County
Dear James Jones:
In accordance with your application received on September 10, 1997, we are forwarding this
Certificate of Coverage (COC) to Farm No. 31-788, authorizing the operation of an animal waste
collection, treatment, storage and land application system in accordance with the State's General Permit
(attached). This approval shall consist of the operation of this system including, but not limited to, the
management of animal waste from the S & J Farms #2, located in Duplin County, with an animal capacity
of no greater than 7200 Feeder to Finish and the application to a minimum of 58.5 acres of land as
specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. 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, with no discharge of
wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this farm. Any increase in waste production greater
than the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Pen -nit or the CAWMP may result in the on
of this COC.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington 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 J R Joshi at [phone] ext. 363.
Sincerel
/, h f.
A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

State of North Carolina
JDepartment of Environment, Health and Natural Resources
Division of Water Quality
SEP g 1997 Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
F�Y
neral Permit - Liquid Animal Waste Operations
3f-?t&
60144
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.
Application Date: 6 5E'Prg7
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
I. One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
2. Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed; l
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II.. GENERAL INFORMATION:
. Farm's name: S & J Farms #2
2. Print Land Owner's name: 5 & J Farms Inc
3. Land Owner's Mailing address: PO Box 332
City: Wg[saw NC Zip: 28398
Telephone Number: 210-293�4LL___
4. County where farm is located: Duplin
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified):
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's / Integrator's name (if applicable; please circle which type is listed): -Goldsboro Hog Farms
31 - 788
FORM: AWO-G-E 2/26/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: 31-78
2. Operation Description: Swine operation
Feeder to Finish
7200 - Certified Design Capacity
Is the above information correct? Elyes; 0 no. If no, correct below using the design capacity of the facility
Typg_of Swine No. of Animals Tyne of Poultry No, of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
3. Acreage cleared and available 17or application: 70.69 ; Required Acreage (as listed in the CAWMP): _ 58.5
4. Number of Lagoons: 2 ; Total Capacity: _1472295 Cubic Feet (1'13)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Is animal waste being applied on any field which has subsurface drains? YES or NO (please circle one)
6. Are subsurface drains present in the vicinity of or under the lagoon? YES or NO (please circle one)
IV. APPLICANT'S CERTIFICATION:
TTf(ME5 Pa. SON ES 15 9 S FA14V44;,, 1 NG • (Land Owner's name listed in question I1.2), attest that
this application for 5A S FARMS * 2 _ (Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application arc 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 't f--- Date x '.
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 11.6), attest that this
application for (Farm name listed in question 11.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments arc not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97
Page 2 of 3

Animal Waste Management Plan Certification R E C E I V E D
(Please type or print al] information that does not require a signature) WATER QUALITYSEGTION
Existinp- or New or Expanded (please circle one) ,.
Genera( tnformatign_
AAtti�itt°nr�
Name of Farm:. S d T FA MeIF 2 - ,Facility No:
Owner(s) Name: ,7rKmt_=r,- _Phone No: 41 0.243 -7d t I
Mailing Address: 1
Farm Location: County Farm is located in:, QL!eLrA
Latitude and Longitude: 35 ° 04-' 11 -T ° 03' 11 -
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.):
OReration DeEcription: -
Tt• e of Swine No, of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Layer O Dairy
36eeder to Finish =gz M4!e= 7204 O Pullets 0 Beef
D Farrow to Wean feet f,vme rauv krtou'wr5uOF #WMEWocp 7-7-q7
Z1 Farrow to Feeder
7 Farrow to Finish Other Ti pe of Livestock: Number of Animals:
Expanding Operation. only.:-4.
Previous Design Capacity: St3� 535� Addrrional�IJeszgrr:Capacrl3
Total Desr n Ca acity. r
Acreage Available for Application: 70- &R W a � Required Acreage:
�. Number of Lagoons / Storage Ponds : Z Total Capacity:,__ 1,47aL2g5 _ Cubic Feet (0.)
Are subsurface drains present on the farm: YES or NO (please circle one) -
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. 1 (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a than -made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Consenation District prior to implementation. A change in land ownership
requires written notification to DEM, or a�nyew certification (if the approved plan is changed) within bb days of a title transfer.
Name of Land Owner : � b � i7 C_
Signature:
Dame of Manager/("if di
Signature:
t from owner):
Date: 4
_9
Date:
ANVC -- January 1. 1997

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Comnvssion pursuant to 15A
NCAC 6F .0005. 1 certify that the animal waste management system for the farm named above has an animal waste -;
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM)(
as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 61' .0001-.0005. The
following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD, S1. WUP, RC, I), the technical specialist should only certify parts for which they are technically
competent. R E C E I V E D
WATER QUALITY SECTION
H. Certification o, f Design SEP i U 1997 _
A Collection, Storage. Treat S stem Non-Discherne pR►tniu'nq-
� �e141t, ti�
Check the appropriate box
❑ Existing facility without retrofit (SD or ViW)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilizatigp,
requirements.CA R.,e��
® New. expanded or retrofitted facility (SD) - �`��
Animal waste storage and treatment structures, such as but not limited to collection systems, lagonsktd ponds.
have been designed to meet or exceed the minimum standards and specifications. 1 A
Name of Technical Specialist (Please Print): rE
AffiIiation:Cp_-_t e,
Arlr1recs(Ac,Pnrw*1s P. o . rA n� - -7fe2
;.-o;• 12613 4
�► ,. C
• �r
z6 wi awed m9G
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; ebosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): '9607-Of 14• pErruS
Affiliation: ��-�s�aRo F►OG PA^ir�tS
Ad
Si,
Q
Check the appropriate box
e No.:.Rt01-778-3130_
2 Facility without exterior lots (SD or WUP or RC)
This.facHity does not contain any exterior lots.
❑ Facility with a •ter' r I= (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): GCogft K- Y -rT+es
Affiliation: kt-vs*y,F�o +406 FA -ALAS
Address(Agenc ,): P.o.Box too
St-113ture: WW
We 27532
No.: it 14,11S - 3 ISO
26 Milo,/ 4 . -
ANVC -- .lanuary Y, 190% 2

D). Anplication a_rld Nand ling Lquipment C AMC-5 8. YQge3)
Check the appropriate box 5A 0a4.
❑ Existing Qr expanding facility with existing waste application uipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications bas been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
I?" New, exnanded._or existing facility without existing waste armlicatipn eauiAMent for shrav
tmtgatton. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan: (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
❑ New, anded or cxiEting'facility without existing.wastea ica ' e u' eland
spreading, not using spray(WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan: (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications bas been establisbed; required buffers can be maintained; calibration and adjustment guidance art:
contained as pan of the plan).
,�ti113S11�,tt1JfJ
Name of Technical Specialist (Please Print): CAP
Affiliation:_ M. Floyd Adams. E. _
Address(Agency): P.O.
Signature:.__. X.
Phone No.: 910-296-1170
Jr:) Odor Control, Insect Control, MortalitK�'Iafla�t�rY�hf* 'lEmer�encv Action Plan (SD.
S1. UP,_RC or_i) '�tttt"
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect,Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): 6-FotL(re R. Evrrrms
Affiliation: F*'Rh4S
Add
Sian
one No.: °1t4.�9 .3t30
te: P+ =14E.a7
F) Written Notic w or Expanding ivine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21,1996, when was it constructed or last expanded ;* It AWA 116
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street. or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land 0%%-ner/7 �> 7— c—
Signature:
Name of Man ger(if +
Signature
ANVC -- January 1, 1997
feren4 from owner
3
Date:_e� — /G r
Date:

III. Certification o, f Installation
A) Collection. Storage, Treatment Installation
New. e_ xpanded or retrofitted facility (SI) y
Animal waste storage and treatment structures, such as but not limited to lagoons'and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print): L-1�/L D . M qD,4
Affiliation:
No.: J-16 - .S T-
B} an catio ' e (WUP)
Check the appropriate box
❑ The cropping system is in place on all land as specified in the animal waste
0 Conditional Approval: all required land as specified in the plan is cleared for planting; the"
as specified in the waste utilization plan has not been established and the owner has committed
vegetation as specified in the plan by ,tZG. 16 . 10111 (month/day/year); the proposed cove crop
for compliance with the wasteutilization plan.
%I %. y- ••• ryb
•� CAR 1
gt� rh9 4
�Fnt pM A L
12613
stue�m�' h
21 Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist (Please Print): G�otxr>� -+-� fEy-rus
Affiliation:
= Address(Agency Tel-? x 100047 frog%,ew7D KC 2753z honeNo.: at°t-'�"1a-'Sr3o
Signature: ate: —lb Ott C 47
This following sig ature lock is only to be used when the box for conditional approval in III. B
above has been chec
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and
if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement
action from DEM.
Name of Land Owners S ��� f`a � ern 5 �✓t
Sign
Date: I & i!)
Name of Manager(if flffferent from owner):
Signature: Date:
AWC -- January 1, 1997 4

'C) Runoff Cgnf rgls fron— Exterior 14.ts (RC)
Facility with exterior lots R E E I V
Mcthods to minimize the run off of pollutants from lounging and heavy use arl J1�Wej&�tV,�c
specified
in the plan. ��FF
For facilities without exterior lots, no certification is nee%fa4.0 1997
Non-D&harne PRrrniW.n ,
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) Applicathon and_Handling Egginment Installation (WUP or I) G.
Check the appropriate block '59 M4
❑ Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as pan of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in the plan has been
purchased and will be on site and installed by 12114141 (momhlday/yeai); there is adequate storage to
hold the waste until the equipment is installed and tea;U,1hF;w;ste can be land applied in accordance�vith the
croppiowners and are contained as part of the plandy*aA�i��.rUA�d:.ti,q;tment guidance have been provided to the
Name of Technical Specialist (Please Print).— V
Affiliation:_ _ M. Floyd Adams�P.E. '¢
Address(Agency): P.O. Box 1098,
Signature: A- 74�,l i
No.: 910-296-1170
D YD AO�,�''
The following signature block is only to be used wheff Rhetlao)Mr conditional approval in III D
above has been checked.
1 (we).certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Lan(
Signature:
Name of Alan
Signature:
owner):
Date:
E) Qdor Control Insect Control and i rtality Management D I NVUP RC or 11
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
.Name of Technical Specialist (Please Print): Gunge N. c-rrus
Affiliation: +•too FAwMe.
Address(Aeency):
Signature: L
AWC -- January 1. 199
(noaq lsVuvsTAal;o. NG 1-753%
5
No.: "114,178.3130
Date: t6J W047

Please return the completed form to the Division of Water Quality at the� f�oRd�&A0�ggss:
WATER QUALITY SECTION
Department of Environment, Health, and Natural Resou> 10 1997
Division Of Water Quality
Water Quality Section, Compliance Group Non-Disah PIMA Nmr'0-^'1
P.O. Box 29535
Raleigh, NC 27626.0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your riles Nvith your Animal Waste Management Plan.
ANVC -- January 1, 1997 6

Swine Farm Waste Management Odor Control Checkiist
Source Cause BMPs to Minimize Odor Site Specirle Practices
Farmstead • Swine production ® Vegetative or.wooded buffers;
JR Recommended best management practices;
0 Good judgment and common sense
Animal body surfaces Dirty manure -covered animals 0 Dry boors
Floor surfaces • Wet manure -covered floors ® Slotted floors;
19 Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
0 Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; ❑ Frequent manure removal by flush, pit recharge,
• - Partial microbial decomposition or scrape;
13. Underfloor ventilation
Ventilation exhaust fans • Volatilegases; 0 Fart maintenance;
Dust CR Efficient air movement
Indoor surfaces • Dust 13 Washdown between groups of animals;
JR Feed additives;
❑ Feeder covers;
® Feed delivery downspout extenders to feeder
eeYers
Flush tanks
Agitation of recycled lagoon
❑
Flush tank covers;
liquid while tanks are filling
JR
Extend f i111ines to near bottom of tanks with
anti -siphon vents
I -lush alleys
Agitation during wastewater
❑
Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled lagoon
IR
Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti -siphon vents
Lift stations
• Agitation during sump tank
❑
Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater ❑ Box covers
or junction boxes conveyance

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater 19 Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; 19 Proper lagoon liquid capacity;
+ Biological mixing; 0 Correct lagoon startup procedures;
+ Agitation ® Minimum surface area -to -volume ratio;
0 Minimum agitation when.pumping;
❑ Mechanical aeration;
fO Proven biological additives
Irrigation sprinkler • High pressure agitation; 01 Irrigate on dry days with little or no wind;
nozzles + Wind drill R Minimum.recommended operating pressure;
L33 Pump intake near lagoon liquid surface;
0 Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface + Mixing while filling; Cl Tank covers;
• Agitation when emptying 0 Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while tilling; level;
•
Agitation when emptying
O
Remove settled solids regularly
Manure, slurry or sludge a
Agitation when spreading;
❑
. Soil injection of slurry/sludges;
spreader outlets .
Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure, &
Volatile gas emissions while
O
Soil injection ofslurry/studgcs
slurry or sludge on field
drying
0
Soil incorporation within 49 hrs.;
surfaces
[]
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals •
Carcass decomposition
jR
Proper disposition of carcasses
Dead animal disposal •
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
❑
Proper location/construction of disposal pits
Incinerators 0
Incomplete combustion
0
Secondary stack burners ^

(.7
Source Cause UMPs to Minimize Odor Site Speeific Practices
Standing water around • Improper drainage; lg Grade and landscape such that water drains
facilities . Microbial.decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads M Farm access road maintenance
public roads from farm
access
Additionai information :
Available From:
Swine Manure Management; 0200 RuleMMP 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 1-28-88
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 Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal'Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause
RMPs to Control Insects Site Specific practices
Liquid Systems
Flush Gutters • Accumulation of solids
❑
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
CI
Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
JR
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than b -
8 inches over more titan 30% of surface.
Excessive Vegetative • Decaying vegetation
EX
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.
Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the
accumulation of decaying wastage.
jS . Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
andfor providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
!7 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

Source Cause
Animal Holding Areas Accumulations of animal wastes p
and feed wattage
cl
Dry Manure Handling Accumulations of animal wastes-5
Systems
O
17
BMPs to Control Insects. _ _ - Site Specific Practices
Eliminate low areas that trap moisture along
fences and other locations whema waste
accumulates and disturbance by animals is
minimal.
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (Le.. inspect for and
remove or break up accumulated solids as
needed).
Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer. 15-30 day interval
during winter) whert manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
Inspect for and remove or break up accumulated
wastes in Filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613. North Carolina State University,
Raleigh, NC, 27695=7613.

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)
9
December 18, 1996

Emergency Action Plan
This plan will be implemented in the event that wastes from you operations are leaking, overflowing,
or running off the site. You should NQJ wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make very effort to ensure that this does
not happen. This plan should be available to all employees at the facility, as accidents, leaks, and
breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all. additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
r
• pipes and sprinklers:
stop recycle (flushing system) pump
® stop irrigation pump
© close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow
Page 1

• flush system, houses, solids separators:
(D stop recycle (flushing system) pump
® stop irrigation pump ,
® make sure no siphon effect has been created .
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
• dig a small well or ditch to catch' all seepage, put in a submersible pump, and
pump back into the lagoon
• if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
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?
3) Contact appropriate agencies,
a) During normal business hours, call your DWQ regional office: 9L0-395-39.92; after hours,
emergency number: 800-858-0368 or 919-733-3242. Your phone.call should include:
your name, facility, telephone number, the' details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the
situation.
b) Your integrator: Goldsboro Hog Farms Division, Maxwell Foods, Inc.
l 9-778-3130 extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
910-296-2160 .
Page 2

d) Instruct EMS to contact the local Health Department: 910-296-2126.
e) (For technical assistance)
- Contact CES: 910-296-214a
Local MRCS office: 9I0-296-2121
4) 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.
5) - Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or. heavy equipment companies:
duplin
9
Page 3

I � CONTRACTORs.ANDENGINE:E:Rs5CRwCE:5, INC.
w
a
y.
A
A
S & J.FARMS INC.-FARM #4 JAMES B. JONES
STATE ROAD 1304-6 MILES NORTHEAST OF
WARSAW, NORTH CAROLINA
DUPLIN COUNTY
26 MARCH 1996
Prepared for: Goldsboro Hog Farms, In ,
P. 0. Box 10009
Goldsboro, NC 27532-0009
y'�
C A Rol;
SEAL
12613
E ef,e�a�red ky
'P 047—k1 �, ' s�' '*Peter D . McDonnell, Sr . , P'E .
I'll",, Mc00NN.+`� CONTRACTORS & ENGINEERS SERVICES INC.
<<8f410JI6 �► 0 P. 0. Box 762
Goldsboro, NC 27533-0762
CONSULTING ENGINEERS. LABORATORY TESTING, QUALITY CONTROL AND LAND SURVEYIr,
i 1 1304 NORTH WILLIAM STREET 0 P,O BOX 762 9 GOLDSBORO. NORTH CAROLINA 27530 • 919/735.7355 OR 919F735•7362

TABLE OF CONTENTS
I
1: Preface
2. Wetland Determinations
3. Army Corps of Engineers permit
4. Lagoon Design
5. Operation and Maintenance plan
6. Site Location and County Soil`Map
7. Waste Utilization Plan
8. Soil Investigation
9. Seeding Specifications
10. Construction Specifications
11. Cross Section Data And Quantities
RECEIVED
WATER QUALITY SECTION
SEP 10 1997
Non-Disohame 0ArM1":nq
No. of
1
6
7
4
2
4
11
16
1
6
8

P R E F A C E
Contractors and Engineers Services, Inc. and Goldsboro Nog Farms,
Inc., prepared this report for the use of James B. Jones of S & J Farms,
Inc. in Duplin County, North Carolina. This report was prepared by
following the requirements as set forth by the Soil Conservation
Service. Contractors and Engineers Services, Inc. and Goldsboro Hog
Farm assume no responsibility for the interpretation or any deductions
made by the owner. These borings were conducted to assist in the design
portion of the project. The Owners Contractor is urged to examine the
data presented and to visit the sits to observe the existing conditions.
The existing subsurface
conditions
on this site
may vary from the
subsurface conditions found
during our
investigation.
Each boring
result is considered only for the particular boring location.
Graphic symbols, letter symbols and soil descriptions are in
accordance with the unified soils classification system and indicate
field identification of the soils encountered. Laboratory
identification tests and -moisture content results, when conducted, are
also shown and located by the boring numb:e.r and depth of sample.
Laboratory identification of a sample takes precedence over the field
identification when there is a conflict between two identifications.
The existing seasonal high ground water table is shown to the left of
the visual classification profile on the classification/penetration
resistance data sheets.
If during the construction phase of this project conditions are
encountered which differ significantly from those reported herein,
Contractors and Engineers Services, Inc. and Goldsboro Hog Farm should
be notified immediately so that our recommendations can be reviewed
and/or revised as necessary.
n

I
aremO I,LVICI IN2jSJ,SQ QleiV'I.L3M

,
'A17-1 026 rOG or ��1 UNITED STATES DEPARTMENT OF AGRICULTURE Form Approved -OMB No.0580.000.1
HIGHLY ERODIBLE LAND CONSERVATJON (HELC) AND WETLAND
CONSERVATION (WC) CERTIFICATION.
66D
1.
Name of Producer
2. Identification Number
3. Crop Year
4,
Do the attached AD-1026A(s) list all your farming interests by county; and show current
YES
NO
SCS determinations?. If -'.Wo",•contact your County ASCS Okce' before c0'rnP"1eiinq this form.
5.
rAre you,now applying for, or do you have a FmHA insured or -guaranteed loan?
G.
D•o you have a crop insurance contract issued or reinsured by Ilse Federal Crop
.�
Insurance Corporation? '
7.,
Are. you it landlord on any faun listed on AD„ 02GA that will not be.in compliance with
HELC and WC provisions?
8.
Has :a 1-1l7LC' exemption been approved .on Any fan-ns listed on' A1�-,1026A because the
landlord refuses to'camply?
9.
List here or attach a list of affiliated persons with farming interests, f See. reverse for an
explanation. Eni'er "None", ifrl7pplicahle. '
It items 7 or 8 are answered "YES", circle the applicable farm number on AD-1026A.
During either the crop year entered in item 3 above, or the term of a requested USDA loan:
10. Will you plant or produce an agricultural commodity on land for which a°highly erodible
YES
NO
land determination has not been made? _.
11. Will you plant or produce an agricultural commodity on any land that is or was a wet area
on which planting was made possible by draining, dredging, filling, or leveling or any other
means after December 23, 1985?
12. Will you, or have you since November 28, 1990, made possible the planting of any crop,
pasture, agricultural commodity, or other such crop by: (a) conyerting any wet areas by
draining, dredging, filling, leveling, or any other means, or, (ti)"improvirfg; modifying, or
maintaining, an existing drainage system?
Will you convert any wet areas for fish production, trees, vineyards, shrubs, building
X construction, or other non-agricultural use?
If answers to items "YES" for any one of these items, sign and date in item 14 below. Circle the applicable tract
number on AD-1026A, or list tract number in item 12 on AD-1026A.-- ASCS will refer this AD-1026
10, 11, 12, or 13 are: to SCS for a determination: DO RbT sign in item 16 until StS detdlminationis complete.
"NO" for all of these items or SCS determinations are complete, complete item 16.
e y if that the Above rn orm�tion, an in forma tio on a facoed A !1026A's, is true and correct f bf m
14. Signature of kno ge ceiiel.->� ` liLwl•1 7? 2
Producer . i�.••r. D
r J
15. Referral To SCS Enter a q it a SCS dafermination is needed because r atFfef&red g4nalo'N of ASCS Representafive �-,
r
(Completed by ASCS) -Yes" is answered in item io, 11, 12, or 13.
NOTE: - Before signina'-.in item 16, Read AD-1026 Appendix.
l hereby certify that the above information, and the information on attached AD-1026A's, is true and correct to the best of my
knowledge and belief. it is my responsibility to file anewAD•1026 in the event there are any changes in my farming
operation(s). to signing this form, f a7so certify that t have received and will comply wNh the compliance requirements on
16. Signature o C7_
Producer
Dale
R1 . �k�� ., r • —T-) % U fi L I ti C- J L,7!
. cry` rnnv

DATE: OE}--OE3-94
PRODUCER NAME b ADDRESS TELEPHONE L. COUNTY OFFICE HARE 6 ADDRESS TELEPHONE
LYN J RIVEHBARK DUPLIN COUNTY ASCS OFFICE [phone]
0 OCEAN SHORE AYE BOX 24B
YIRGINIA BEACH, VA 234511006 KENANSVILLE HC 28349-0248
FEELING_ INT'Fj3UI .(Gowel.etecl by Pmod cey)
cle each tract for which a 'YES' answer applies to the tract for Items 10, 11, 12, OR 13
AO-1026. (OP = Operator, OU = Owner, 00 = Owner -Operator),
I
OP/ TRACT CROPLAND. OUNER PHOTO/6910 -SCS OETERHINATIONS-
OQ/ NO 81 9. to, It.
00 HEL' 027 A027 Uetland
itOU 1417 57.8 EVELYN J RIVENBARK E04/2C ^ '_- N N .—N
lu are recorded as a tenant or sharecropper on the fare numbers listed below.
ease specify the tracts that apply to you by completing items (a) and (b).
t
ircle 'YES' or 'NO' in the 'FARMING INTEREST' column beside each tract number below to indicate whether you have a
Bing interest in the tract. The HELC and VC provisions will apply to all land in which you have a farming interest,
-If any 'YES' answer to questions 10,11,12,or 13 an AO-1026 applies to your land listed below, circle
the applicable tract in the 'Tract No' column.
FARM TRACT FARMING CROPLAND CURER PHOTO/GRID -SCS DETERMINATIONS-
NO INTEREST. B. 9. 10. It.
.4 HEL 027 A027 Wetland
NONE FOUND
!RUL•TIPLE COUNTY INTEREST: (CONTROL COUNTY: NONE }
OTHER COUNTIES 6 STATES t
ONE
Q
F" l: NAL. F'F1GE

tlitilrtl $laic; s Snit P. O. Box 277
llrparhnent n]' utxrrvaliun Ke:tanSville, \C 25349
A; riculture Service Telephone [phone]
Date
Dear Sir:
Recently I received an AD-1026 form from the ASCS indicating that you have requested a
' wetland determination on an area you want to clear. Since most of the soils in this county
have inclusions of wetlands, it is necessary that a soil scientist visit the area you want to clear
to determine the presence or absence of these wet inclusions. Generally, a soil scientist comes
to this -county about once per week, but because of the number of requests ahead of yours, I
estimate that It may be 2 - 3 months before we get to your tract. Once I review the specific
area you wish to clear, I may be able to get the determination quicker if 1 can make the
determination myself rather than being required to get the soil scientist. If I can do the
determination myself, it generally only takes 2 - 4 weeks.
In order to avoid delays, there are a few things that you need to do to prepare for the soil
scientist's or. my visit.
1. If the area is wooded or overgrown with weeds and brush, cut some trails throughout
Id the area so that the soil Scientist can walk through the area in several places and set flags of
wetland area. If the trails are not cut the soil scientist may not be able to see the area
completely thus either resulting in too much area being classified as wetlands or a delay in
the determination until the trails are cut. Trails should not be pushed with tracked
equipment since this may require a permit from the US Army Corp of Engine-ers. Manual
labor or mowing is recommended. Trails should be 3 - 4 feet NYide and spaced
approximately every 100 - 150 feet apart throughout the area to be cleared.
2. Clearly marl: the area where you want the determination. Corners should be easily
identifiable on the ground.
3. Contact this off ice when you have completed these prerequisites so that a field visit can
be scheduled.
Thank you for your cooperation in getting this determination completed. Your efforts will
help to speed up the process for you and others. p
Sincerely,
Michael E. Suo
District Conservationist

t
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aQ.A. ' SCS-CPA-026 1. Name and Address of Person 2. Date of Request
Po+ ConsCrvalion Service IJuna91) c� r n��
old ��, m
IY � 3. County
GHLY ERODIBLE LAND AND WETLAND 2
CONSERVATION DETERMINATION l AlA AAMn 1A , k)--
ame of USDA Agency or Person Requesting Determination MCA. n CsI
5. Farm No. and Tract No.
id "J/ /7p/ 7
SECTION I - HIGHLY ERODIBLE LAND
FIELD NO.(s) I TOTAL ACRES
oil survey now available for making a highly erodible land determination? Yes JKL No ❑
re there highly erodible soil map units on this farm? . Yes No
3. List highly erodible fields that, according to ASCSrecords, e used to produce an agricultural commodity in any
p year during 1981.1985.
st highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
his Fli hl Erodible Land determination was completed in the: 01fice-t2r,Field_❑_ _
SECTION II - WETLAND
FIELD NO.(s)
TOTAL ACRES
re ViLre hydric soils on this farm? Yes No ❑
�' i1•°r S '�.,:r
' 3', •�:� v :y •
Wetlands (M. including abandoned wetlands, or Farmed Wetlands (FM or Farmed Wetlands Pasture (FWP).
Vlettands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
eJ
farmed and maintained in the same manner as they were prior to December 23, 1985. as long as they are not
U,
bandoned.
riar Converted Cropland {PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
39 e area reverts to wetland as a result of abandonment.
rtilicial Wetlands (AM. Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
9inimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
t the time the minimal efiecl determination was made.
mMmMiligation Wetlands (MIM. Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
_
with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
16estoration
ovember 28, 1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (ASW). A restored wetland converted between December 23, 1985 and
ovember 28, 1990, on which an agricultural commodity has not been planted.
eplacement Wetlands (RPM. Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
elland has been restored.
AlWoriverted Wetlands (CM. Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
Welland (CW+year), Wetlands converted after November 28. 1990. You will be ineligible for USDA
Isonverted
rogram benefits until this wetland is restored.
23. Converted Wetland Non-Agriculturat use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction,
onverted Welland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
If-/
SCS.
25. 'The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
n,n rsn,
h„ planned alteration measures on wetlands in fields are not considered to be maintenance and if
in::;ailed will cause the area to become a Converted Wetland (CM. See item 22 for information on CW+year.
the wetland determination was completed in the office field and was
to the person
`Refer to AttacW Map Far Areas
Covered By'mis Determiretion."
N,r above determine inn is rotten and udequair for use in drrrrnrining 30. Signature o1 S S District Conservationist 31. Date
rbvihilrry fur USDA prugranr heneftm and char wellnnd hydrology, h}•drir soils. and
11.:,h oph r,i,vrgrrarion undrr normni eirrrenrrrances r.risl oar all arras nrrrlined as 1 l/ i� 7 �/
=M',r•11•: •i•it. finned Wrrlandt and Farrrrr,l Werlandr Paclurr, r I `"�
rww,• unrl programs of the Soil Conservation Servfce avallable without regord to race, religion, color, sex, age, or handy
NCS �.r,IlY

F-7
a
United States
Departfnenf of
Agriculture
S o 2 �rw-�---
Soil
Conservation
Service
P. O. Box 277
Kenarisviile, NC 28349
Telephone [phone]
0 - 1 3
Dear Mr.v
Enclosed is your copy of a wetland determination for tract 1,41 ') on which you indicated
your intent to clear some ]and. The attached map has been delineated to show the area(s) in
question. Each area to be cleared has been identified with a symbol to denote its classification.
Below is an explanation of the various symbols that may pertain to your map.
)�_-W - Wetland - Area is a wetland and should not be cleared for any reason if you
wish to remain eligible for USDA programs, receive SCS technical assistance, or avoid
violating US Army Corp of Engineers' and Division of Environmental Management
(DEM) regulations. Any exceptions to this statement should be in writing from the Soil
onservation Service prior to clearing land.
I
i NW- Non wetland - Area is non wetland and can be cleared and utilized without
viola ' g Farm Bill.. This determination of non wetland is only for Farm Bill purposes.
You may still need US Army.Corp of Engineers and Division of Environmental
_ Management determinations before clearing. The Soil Conservation Service does not
have the authority to make wetland determinations for these other two agencies.
NW- Non wetland - Area has hydric soils but for Farm Bill purposes only, area is
non wetland due to hydrology modification prior to 12/23/85. You still need to check
with the US Army Corp of Engineers or the NC DEM to determine if additional permits
are necessary prior to clearing.
CW - Converted Wetland after 11/28/90 - Area was cleared after 11.128190 and is
a convertedwetland. Clearing constitutes a violation, of the 1990 Farm Bill. In order to'
regain eligibility for USDA programs, area must be restored. Consult with the SCS
about an approved restoration plan before beginning any restoration.
If you need to clear the delineated wetlands for roads, buildings, or similar activities, you can
request a converted wetland for non agricultural use (CWNA) exemption. Prior to requesting
this exemption, you roust obtain the necessary permits from the Army Corp of Engineers and
the Division of Environmental Management (DEM). It is your responsibility to contact the
Corp and DEM to acquire the additional permits. Please see the reverse side of this letter if
you want more information concerning this exemption. To request a CWNA exemption, you
should complete a request'form at the SCS office and attach copies of your permits or letters
from the Army Corp and DEM. It will take approximately 40 days to get this exemption
approved once you give this office the request. Do not start any clearing of wetland prior
to receiving written notification from this office that your CWNA request has been
approved.
I have tried to make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt of this letter.
-�S'iinn]cerely
Michael :. as ugg
District Conservationist

szr���a suaaH=E)Ha .3o saaoo XR"IIV
�t

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
REPLY TO
ATTENTION OF
January 27, 1995
Regulatory Branch
Action ID No. 199500077 and Nationwide Permit No. 26 (Headwaters and Isolated
waters)
Mr. Jay Jones
S & J Farms,- Incorporated
Post Office'Box 332
Warsaw, North Carolina 28398
Mr. Jones:
Please reference your application dated October 28, 1394, for Department
of the Army (DA) authorization to discharge fill material into 1.01 acre of
jurisdictional wetlands for the construction of a network of roads on your
farm. The site is located above the headwaters of an unnamed tributary to
Nahunga Branch, off State Road 1305, approximately six miles northeast of
Warsaw, Duplin County, North Carolina.
For the purposes of the Corps of Engineers' Regulatory Program,.Title
code of Federal Regulations (CFR), part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the' Clean water Act, for. discharges of
dredged or fill material into headwaters and isolated waters.
33,
Your work is authorized by this nationwide permit provided it is
acce6plished in strict accordance with the enclosed conditions and provided
you receive a Section 401 water quality certification from the North Carolina
Division of Environmental Management (NCDEM). You should contact Mr. John
Dorney, telephone {919} 733-1786, regarding water quality certification. This
nationwide permit does not relieve you of the responsibility to obtain other
required State or local approval.
This verification will be valid for two years from the date of this
letter unless the nationwide authorization is modified, reissued or revoked.
This verification will remain valid for the two years if, during that period,
the nationwide permit authorization is reissued without modification or the
activity complies with any subsequent modification. If during the two years,
the nationwide permit authorization expires or is. suspended or revoked, or is
modified, such that the activity would no longer comply with the terms and
conditions of the nationwide permit, activities which have commenced or are
under contract to commence, in reliance upon the nationwide permit, will
remain authorized. This is provided the activity is completed within twelve
months of the date of the nationwide permit's expiration, modification or
revocation.
Questions or comments may be addressed to Mr. Jeff Richter, Wilmington
Field office, Regulatory Branch, telephone [phone].
Enclosure
Sincerely,
e wri t
ie , Regul ory Branch
Printed on � Recycied Paper

-2-
Copy Furnished (without enclosure):
Mr. John Dorney
Division of Environmental Management
North Carolina Department of
Environment, health and
i Natural Resources ;
post office Box 29535
Raleigh# North Carolina 27626-0535

GENERAL CONDITIONS
1. Navigation. No activity may cause more than a minimal adverse effect on
navigation.
2. Proper Maintenance. Any structure or fill authorized shall be properly
maintained, including maintenance' to ensure public safety.
3. Erosion and Siltation Controls. Appropriate erosion and siltation
controls must'be used and maintained in effective operating condition during
construction, and all exposed soil and other fills must be permanently
stabilized at the earliest practicable date.
4. Aquatic Life Movements. No activity may substantially disrupt the
movement of those species of aquatic life indigenous to the waterbody,
including those species which normally migrate through the area, unless the
activity's primary purpose is to impound water.
5. Equipment. Heavy equipment working in wetlands must be placed on mats or
other measures must be taken to minimize soil disturbance.
6. Regional and Case -by -case Conditions. The activity must comply with any
regional conditions which may have been added by the Division Engineer and any
case specific conditions added by the Corps.
7. Wild and Scenic Rivers. No activity may occur in a component of the
National Wild and Scenic River System; or in a river officially designated by
Congress as a "study river" for possible inclusion in the system, while the
river is in an official study status. Information on Wild and Scenic Rivers
may be obtained from the National Park Service and the U.S. Forest Service.
8. Tribal Rights. No activity or its operation may impair reserved tribal
rights, including, but not limited to, reserved water rights and treaty
fishing.and hunting rights.
9. Water Quality Certification. In certain states, an individual state
water quality certification must be obtained or waived.
10. Coastal Zone Management. In certain states, an individual state coastal
zone management consistency concurrence must be obtained or waived.
11. Endangered Species. No activity is authorized under any NW`P which is
likely to jeopardize the continued existence of a threatened or endangered
species or a species proposed for such designation, as identified under the
Federal Endangered Species Act, or which is likely to destroy or adversely
modify the critical habitat of such species. Nan -Federal permittees shalf"
notify the District Engineer if any listed species or critical habitat might
be affected or is in the vicinity of the project and shall not begin work on
the activity until notified by the District Engineer that the requirements of
CL7-GCNN

-2-
the Endangered Species Act have been satisfied and that the activity is
authorized. Information on the location of. threatened and endangered species
can be obtained from the U.S. Fish and Wildlife Service and National Marine
Fisheries Service.
12. Historic Properties. No activity which may affect Historic Properties
listed, or eligible for listing, in/the National Register of Historic Places
is authorized, until the District Engineer has complied with the 'provisions of
33 CFR 325, Appendir C. The prospective permittee must notify the District
Engineer if the authorized activity may affect any historic properties listed,
deterziined to be eligible, or which the prospective permittee has reason to
believe .may be eligible for listing on the National Register of Historic
Places, and shall not begin the activity until notified by the District
Engineer that the requirements of the National Historic Preservation Act have
been satisfied and that the activity is authorized. Information on the
location and existence of historic resources can be obtained from the State
Historic Preservation Office and the National Register of Historic Places (see
33 CFR 330.4(g)).
13. Notification.
'S
a. Where required by the terms of the NWP, the prospective permittee must
notify the District Engineer as early as possible and sha3.1 not begin the
activity:
(1) until notified by the District Engineer that the activity may
oroceed under the NWP with any special conditions imposed by the District or
Division Engineer; or
(2) if notified by the District or Division Engineer that an
individual permit is required; or
(3) Unless 30 days have passed from the District Engineer's receipt
of the notification and the prospective permittee has not received notice from
the District or Division Engineer. Subsequently, the permittee's right to
proceed under the VWP may be modified, suspended or revoked only in accordance
with the procedure set forth in 33 CFR 330.5(d)(2).
b. The notification must be in writing and include the following
information and any required fees:
(1) Name, address and telephone number of the prospective permittee;
(2) Location of the proposed project;
(3) Brief description of the proposed project; the project's purpose;
direct and indirect adverse environmental effects the project would cause; any

■
other NWP(s), regional general permit('s) or i.ndiv.idual permit(s) used or
intended to be used to authorize any part of the proposed project or related
activity;
(4) Where required by the terms of the NWP, a delineation of affected
special aquatic sites, including wetlands; and
(5) A statement that the prospective permittee has contacted,
(a) The USFWS/NMFS regarding the presence of any Federally listed
(or proposed for listing) endangered or threatened species or critical habitat
in the permit area that maybe affected by the proposed project; and any,
available information provided by those agencies. (The prospective permittee
may contact Corps District Offices for USFWS/NM.FS agency contacts and list of
critical habitat.)
(b) The SMPO regarding the presence of any historic properties in
the permit area that may be affected by the proposed proJect;'and the
available information, if any provided by that agency.
14. Water Supply intakes. No discharge of dredged or fill material may occur
in bhe proximity of a public water supply intake except Where the discharge is
repair of the public water supply intake structures or adjacent bank
stabilization.
15. Shellfish Production. No discharge of dredged or fill material may occur
in areas of concentrated shellfish production, unless the discharge is
directly related to a shellfish harvest activity authorized by nationwide
permit.
16. Suitable Material.. No discharge of dredged or fill material may consist
of unsuitable material (e.g., trash, debris, car bodies, etc.) and material
discharged must be free from toxic pollutants in toxic amounts.
17. Mitigation. Discharges of dredged or fill material into waters of the
United States must be minimized or avoided to the maximum extent practicable
at the project site (i.e., on -site), unless the District Engineer has approved
a compensatioQ mitigation plan for the specific regulated activity.
18. Spawning Areas. Discharges in spawning areas during spawning seasons
must be avoided to 'the maximum extent practicable.
19. Obstructtans of High Flows. To the maximum extent practicable,
discharges must not permanently restrict or impede the passage of normal or
expected high flows or cause the relocation of the water (unless the primary
purpose of the fill is to impound waters).

a
NATIONWIDE CONDITIONS
a. The discharge does not cause the loss of more than 10 acres of waters
of the U.S. For the purpose of this nationwide permit, the acreage of loss of
waters of the U.S. includes the filled area plus waters of the U.S. that are
adversely affected by flooding, excavation, or -drainage as a result of the
project.
b. A 30-day notification to the District Engineer (DE) is•required if
the discharge would cause the loss of water of the U.S. greater than one acre.
For discharges in special aquatic sites, including wetlands, the notification
must include a delineation of affected special aquatic sites including
wetlands.
c. The discharge, '-including all attendant features, both temporary and
permanent, is part of a 'single and complete project.
STATE CONSISTENCY CONDITIONS
a. All fill material authorized by this permit must be obtained from an
upland source.
b. Use of this nationwide permit for waste disposal facilities is not
authorized.
If the proposed activity is within the North Caxoliaa Coastal. Area
and ie activity will result in the loss of waters of the United States
greater than 1/3 of an acre, the applicant must receive written concurrence
from the North Carolina Division of -Coastal Management (NCDCM) that the
activity is consistent with the North Carolina Coastal Management Program.
d. Should all or part of a proposed activity be located within an Area
of Environmental Concern (AEC) as designated by the North Carolina Coastal.
Resources Commission, a Coastal Area Management Act (CAMA) permit is required
from the North Carolina Division of Coastal Management (NCDCM). Should an
activity within or potentially affecting an -AEC be proposed by a Federal
agency, a consistency determination pursuant to 15 CFR 930 must be. provided to
the NCDCM at least 90 days before the cnsec.of the propczed activity.
GENERAL CERTIFICATION'CONDITIONS
a. General Certification is denied for fills greater, than one area in
SA, trout, HQW, ORW, WS-I and WS-II watersheds. General certification is
issued for all ocher waters for fills of not -more char to acres and in those
watersheds specified above for fills of not more that one acre.
b. Proposed till or substantial modification of greater than one-third
of an acre of such waters, including wetlands, requires a written concurrence
from the North Carolina Division of Environmental Management (NCDEM).
C. Established sediment and erosion control practices will be utilized
to pravant violations of the appropriate turbidity water quality stand, d (50
NZV's in atreama and rivers not designated as trout waters by the North
Carolina Division of Environmental Management (NCDEM) , 25 NW, s in all _.•.
saltwater classes and all lakes and reservoirs and 10 NW*s in trout waters).
cl7-26

7
IA
_Z_
d. Measures shall be taken to prevent live or fresh concrete from coming
into contact with waters of the State until the concrete has hardened.
e. Additional site -specific conditions maybe added to this
Certification in order to ensure compliance with all applicable water quality
and effluent standards.
f. Concurrence from, the North Carolina Division of Environmental
Management {NCDEM) that this Certification applies to an individual project
shall expire three Years from the date of the cover letter from the NCDEM.
.may

mo I sau NOOOVI-I to
11
pi

1 0
a
OPERATOR: a A'{ -jo N a5 5d J ,44
COUNTY: V"PLI N _
TYPE OPERATION: -4520 PIN ISH1 Nh
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that
you, your contractor, and Soil Conservation Service do a construction
check on the waste lagoon immediately upon completion, in order to
have your operation certified.
The pad dimensions and grades are the best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. Goldsboro
Hog Farms, Inc. will assist in a limited capacity, as its major concern
is the proper design and construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may vary from
the estimates. The design will attempt to balance cuts and fills as
close as possible. If additional material is required, the contractor
and owner will negotitate on the price'andlocation of the borrow area.
Best Estimates: Total Required Volume (cu. ft.) : 0&0.47r Pry
Actual Design Volume (cu . ft .) : 60e0 -7&0 r-r3
Excavation (cu.yd.): 27,06ZYV
Clay liner excavation( cu.yd.) : (a,Z-i3,4p3
Total excavation (cu.yd.)
Pad and Dike Fill (cu.yd.) : IS,ege"ypa
Clay liner fill (cu-.yd.) 8 2&7 YDS
Total fill (cu.yd.)':
� iNcc.u•n� ?5°7c Fc`r�- c'oNr�ar-io�.
cut/Fill Ratio: I,4,3 : f
Job Class: M Date: 12~,44`16
Prepared by:
Prepared by: • M4,5 p
�� i �r�-Prue S�+u►+�-�j .
I

erator:JayJones County: Duplin Date: 03/07/96
*,stance"`,'.tq,nearest residence (othej: than., ownex) : `. =;2' -2800 0'. feet-
AVERAGE LIVE WEIGHT (ALW)
-
0 sows (farrow to finish) x 1417 lbs. 0
lbs
0 sows (farrow to feeder) x 522 lbs. - 0
lbs
4320 head (finishing only) x 135 lbs. 583200
lbs
W
0 sows (farrow to wean) x 433 lbs. 0
lbs
0 head (wean to feeder) x 30 lbs. - 0
lbs
Describe other 0
Total Average Live Weight = 583200
lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 583200 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
i Volume = 583200 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
�ocuM �azcc�,r�Hv �uua,e �mec-� •
Volume = 0.0 cubic feet��� �'QMG1I�p Ry h1p. „
I
TOTAL -DESIGNED VOLUME
Inside top length (feet)_____________________ 360:0
Inside top width (feet) 310.0
Top of dike elevation (feet)----------------- 53.5
• Bottom of lagoon elevation ( feet) ---------»----- 42.5
Freeboard (feet)------------------------------ 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total'design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 354.0 304.0 10.0
AREA OF TOP
LENGTH * WIDTH =
354.0 304.0 107616 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
294.0 244.0 71736 (AREA OF BOTTOM)
i
AREA OF MIDSECTION
LENGTH * WIDTH * 4
324.0 274.0 355104 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] *
DEPTH/6
107616.0 355104.0 71736.0
1-"
Total Designed Volume Available = 890760 CU. FT.
1

"A.
5B.
i�
1
k 5C.
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
360.0 310.0 111600.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 1.11600.0 ,square feet
Design temporary storage period to be
Volume of waste produced
Describe this area.
180 days.
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 583200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1065312 gals. or 142421.4 cubic feet
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 recirculat
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
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 = 65100.0 cubic feet

711
IND. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 69750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 142421/cubic feet
5B. 0 cubic feet
5C. 65100 cubic feet
5D. 69750 cubic feet
TOTAL 277271 cubic feet
SUMMARY ,
Temporary storage period====================> 180 days
Rainfallin excess of evaporation===========> 7.0 inches
+ -
25 year 24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes==__________________________:__=_> 3.0 : 1
Inside top length===========================> 360.0 feet
Inside top width==================--========> 310.0 feet
Top of dike elevation=======================> 53.5 feet
Bottom of lagoon elevation==================> 42.5 feet
Total required volume=======================> 860471 cu. ft.
• Actual design volume========================> 890760 cu. ft.
Seasonal high watertable elevation (SHWT)===> 47.6 feet
Stop pumping -----> 49.6 feet
Must be > or = to the SHWT elev.=-- ----------=> 47.6 feet
t Must be > or = to min. req. treatment el.=> 48.5 feet
Required minimum treatment volume===========> 583200 cu. ft.
Volume at stop pumping elevation============> 594982 cu. ft.
Start pumping elev.=---___--_________________> 51.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr: rainfall==>' 821010 cu. ft.
Volume at start pumping elevation===========> 805924 cu. ft.
Required volume to be pumped================> 207521 cu. ft
Actual volume planned to be pumped==========>, 210942 cu. f
•>Mln�.,n thickness' of soil. liner when- required=_ _ 1. feet#'
7. BY:t'r',jBY:
DATE: DATE: a`'''' � A.-•o �..� 4.e
I2 r+��6 3`z 7�9(v
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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1

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the/year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe -is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon -liquid. Fresh water should not
be used for flushing after initial filling.
2_ The attached waste utilization plan shall be•followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 .. .Begin,, temporar.y-. storage,,,pump.-out• of. ,the lagoon•,.whenb ,fluid.. •level Yv.
readies the elevation 51.7 as marked by permanent'marker. Stop pump-
outM'when'tY a fluid level reache§- elevationH"­'­'4`9:'6+''= This temporary
storage, less 25 yr- 24 hr storm, contains 207521�cubic feet or
1552260 gallons.

II. SHEET 2 OF 2
■
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A
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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. i
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.
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P PROGRAMYEAR StRIAL
4
W-i
k
NUMBERSI: WS, DEPARTMENT OF AGRICULTURE
4 omhuralsitijbWation and Conservaftn Swom
ASURE
MENT SERVICE RECORD
TELEPHONE WIGATION
NO. - FA"
J
.2 12d
sp&t6w I SERVICE RF(2t)EST AND Mkt.,4.
OF SERVICE
Slake and Reierer4oe
Measurement aver PPlanting42
Remeasurormnl
OTHER
fSperify) i!� 6
PROGRAM cnop n ND USE
3.
4. NO, PLOTS
5, COST
6. BASIC FARM RATE
0.
T. TOTAL ACREAGE COST
Ze,
0, TOTAL COST OF SERVICE
REQUESTED
L9 a
TOTALS
9. PERSON MAKING REQUEST
10. CASH RECEIPT
I hereby agree to pay :the cost of the -service as requested.
PAYMENT RECEIVED FOR SERVICES AEOUESTE0
CK OR MO CASE{
SKINATUP119 OV PERSON M W EST DATE
x' 1--ro
SIGNATURE OF COUNTY OFFICE EMPLOYEE OATS
11. FOR RtMEASUREMENT ONLY
12. SPECIAL INSTRUCTIONS EPORTER
REFUND FOR (Crop orsen-ke)
No Refund F]
A . MOURT CHECK NO. DATE APPROVAL
REPORTER NAME DATE ISSUED DATE RETURNED
SECTIONTI
-:RECORD OF MEASUREMENT
SERVICE PERFORMED
•
TRACT
NO.
13
FIELD
NO
14
CROP OR LAND USE
ACRES DETERMINED
22
GROSS
—10-17
DEDUCTIONS
NET
Is
18—
—19--20--21-
__24
25. MEASURED ACREAGE
265. OFFICIAL ACREAGE',
TOTALS
M-1.
r
1 i 701
27. REPORTER: AN required determinations for this farm &H have
been made in accordance with applicabk procedures.
DATE
p2
' SECTION III -PRODUC fR 'S2EF&TCATIOIC
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1wOff
cc records, the land designated for (ACROor CU for PAYMENT EI) (incets[:1, does not meet cannot be verified as meeling[J)
the cropping requiremon.ts'bi.oftr p4gibilitX.Tguiremefitj��js apelicable. PR00LpC:ER,SiNMALS DATA
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0

CONTRACTORS AND ENGINEERS SERVICES, INC.
1304 NORTH WILLIAM STREET TELEPHONE: [phone]
P.O. BOX 762 919 735-7362
GOLDSBORO, NORTH CAROLINA 27533--0762 FAX: [phone]
,-- 0 TO 4" TOPSOIL
0
zi
3,
4,
5,
6
7,
8,
9
10,
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
VISUAL
CLASSIFICATION
FINE, NON
SC -LIGHT BROWN WITH RED, GOLD
& GRAY, FlNE TO MEDIUM,
PLASTICITY (SAMPLE #5398)LrT7LE
SM/SC--LIGHT GRAY, MEDIUM,
UTFLE PLASTICITY
SM--LIGHT GRAY, FINE TO
MEDIUM, NON -PLASTIC
SM--LIGHT GOLD, FINE
TO MEDIUM, NON -PLASTIC
BORE HOLE No. BH-1
DOTE: E-350, 49.5 ENCLOSURE:
EXISTING GROUND
PENETRATION RESISTANCE
ASTM D-1586
PROJECT NAMES & J _FARMS(FARM
JOB LOCATION: S.R.1304 WARSAW N.(
CLIENT: GOLDSBORO HOG FARM
DATE: 3 5 96 JOB No.

CONTRACTORS AND ENGINEERS
1304 NORTH WILLIAM STREET
P.O. -BOX 762
GOLDSBORO, NORTH CAROLINA 27533-0762
,,,- 0 TO 4 TOPSOIL
0.
1.
2.
3.
4.
ItHW7 c
6.
7.
8.
9,
10,
11,
12.
13.
14
15,
16,
17,
18,
19,
20,
21
22
23
24
25
'VISUAL
CLASSIFICATION
FINE. N
SC -GOLD BROWN, FINE, UTTLE
PLASTCITY (SAMPLE #5399)
SC -GOLD VARVED W" BROWN & GRAY,
FINE TO MEDIUM, LITTLE PLASTICITY
SM-GOLD WITH LIGHT GRAY, FINE TO
MEDIUM. NON -PLASTIC, SOME SC LAYERS
SM-LIGHT GOLD VARVED WITH
PINK & LIGHT GRAY, FINE TO
MEDIUM, NON -PLASTIC
BORE HOLE klo. 8H--2
MOTE: C-4+50, EXISTING ENCLOSURE:
ELEVATION 51.6
SERVICES, INC.
TELEPHONE: "1 735--7355
919 735-7362
PAX: 919 736--1535
PENETRATION RESISTANCE
ASTM D--1586
PROJECT NAME:S _& J _FARMS ARM__
JOB LOCATION:_ S.R.1304 WARSAW, N.(
CLIENT: GOLDSBORO HOG FARM ^�
DATE: 3 96 JOB No.

CONTRACTORS AND ENGINEERS SERVICES, INC.
1304 NORTH WILLIAM STREET TELEPHONE: [phone]
P.O. BOX 762 . 919 735--7362
GOLDSBORO, NORTH CAROLINA 27533-0762 FAX: [phone]
,,— 0 TO 4' TOPSOIL
0
1
2
3
HW' .
5.
6,
7,
8,
9,
10,
11,
12,
13,
14
15
16
17
18
19
20
21
22
23
24
25
VISUAL
CLASSIFICATION
SC—UGHT BROWN WITH LIGHT GRAY
COLD & RED, FINE, LITTLE
PLAST1CRY (SAMPLE 4 0)
SM/SC—UGHT GRAY WITH GOLD
do PINK, FINE, TRACE OF PLSTICrrY
SM—LIGHT GRAY WITH GOLD
do PINK, FINE, NON—PLASnC
BORE HOLE No. BH-3
NOTE: B-5+40, 30' LEIFi ENCLOSURE:
EXISTING ELEV. 51.6'
PENETRATION RESISTANCE
ASTM 0-1586
PROJECT NAME:S_ &_ J FARMS(FARM#4
JOB LOCATION: _S,R.1304,WARSAW, N.
CLIENT: GOLDSBORO HOG FARM
DATE: 3 5 96 JOB No.

WON

a
a
"-u
CONTRACTORS AND ENGINEERS SERVICES, INC.
1304 NORTH WILLIAM STREET TELEPHONE: [phone]
P.O. BOX 762 919 735--7362
I;OLDSBORO, NORTH CAROLINA 27533--0762 FAX: [phone]
0.
1.
2,
3.
4,
5,
6
7
8
9
10
11
12
13
14
15,
16
17
18,
19
20
21
22
23
24
25
VISUAL
CLASSIFICATION
sc—I
FINE,
CL—UGHT BROWN VARVED WITH LIGHT
GRAY do GOLD, FINE. LTTTLE PLASTICITY
I
SC —LIGHT GRAY, VERY FINE,
LITTLE PLASTICITY, TRACE OF CL
SM—LIGHT GRAY, FINE,
TRACE OF PLASTICfTY
SP—LIGHT GRAY,
FlNE. N014—PLASTIC
BORE' HOLE No. BH-1
PRELIMINARY
N01 F.: ENCLOSURE:
PENETRATION RESISTANCE
ASTM D-1586
PROJECT NAME: S & J FARMS,FARM #
JOB LOCATION: S.R. 1304, WARSAW N_.(
CLIENT: _GOLDSBORO HOG FARM
DATE:6 95 JOB No.

CONTRACTORS AND ENGINEERS SERVICES, INC.
1304 NORTH WILLIAM STREET TELEPHONE: 919 735---7355
P.O. BOX 762 919 735-7362
GOLDSBORO, NORTH CAROLINA 27533-0762 FAX: [phone]
2
3
4
5
6
7
8
9
10,
11.
12,
13,
14
15.
16,
17.
18,
19,
20,
21,
22.
23.
24
25,
VISUAL
CLASSIFICATION
SC —LIGHT BROWN VARVED WITH LIGHT
GRAY do GOLD, FINE, U7LE PLASTICRY
SM—LIGHT GRAY, FINE.
TRACE OF PLASTICITY
SP—LIGHT CRAY,
FINE. NON —PLASTIC
SM/SP—LIGHT GRAY VARVED WITH RED.
GOLD do PINK, FINE. NON —PLASTIC
BORE HOLE No. 13H-2
R E�LI M I NARY
NOTE: ENCLOSURE:
PENETRATION RESISTANCE
ASTM D-1586
PROJECT NAME: S & J FARMS,EAB #
JOB LOCATION: S.R. 1304, WARSAW N.(
CLIENT: GOLDSBORO HOG FARM
DATE:6 95 JOB No.

CONTRACTORS AND ENGINEERS SERVICES, INC.
1304 NORTH WILLIAM STREET TELEPHONE: [phone]
P.O. Box 752 919 735-7362
GOLDSBORO, NORTH CAROLINA 27533-0762 FAX, 919 736--1535
wl
tt
-- SC --LIGHT BROWN
2
FINE, LITTLE PLAS,ITCfTY
3
4
SC —UGH? BROWN VARVED W(TH UGHr
GRAY do GOLD, FINE, UME PLASTICITY
5
6
7
8
SM—LIGHT BRV BROWN VARVED WIT}i
GRAY & GOLD, FINE, TRACE OF
PLASTIMY
9
10
11
SM/SP--UGHT GRAY VARVED WITH RED,
GOLD do PINK, FINE, NON —PLASTIC
12
13
14
15
16
17
18
19
20
21
22
23
24
25
VISUAL
CLASSIFICATION
BORE HOLE No. BH-3
PRELIMINARY
NOTE: ENCLOSURE:
PENETRATION RESISTANCE
ASTM D--1586
PROJECT NAME: S & J FARMS F 4
JOB LOCATION: S.R. 1304 WARS W U.0
CLIENT: GOLDSBORO HOG FARM
DATE:6 21 Z95. JOB No.

)lw:tT7�''�`�

CONTRACTORS AND CNCIhCEZ SCVICCS, INC.
1304 NORTH WILLIAM STREET '
P. O. BOX 762
GOLDSBORO, NORTH CAROLINA 27533-0762
TELEPHONE: [phone]
[phone]
LRBORATORY PERMERBILITY RESULTS
PERMEABILITY "k"
PERCENT
SAMPLE LOCATION ; CLASSIFICATION
CM/SEC ; E=T/OAY
COMPACTION
;SC -LT. BROPIN W/RED GOLD
&;
;
:GRAY, FINETO MEDIUM,
5398 ;.BH#1 E 0' 10" TO 6'0 ;LITTLE= PLASTICITY'
;
1.1 X 10--7 ; .00031
84.4x
:SC -GOLD BR%IN, FINE,
;
539:+ ; BH#2 @ 1' 0" TO 4' 6" ; LITTLE= PLASTICITY
;
1.3 X 10--7 .00037
87. 8:/-
09
SLAEr -
CLIENT: GOLDSBORO HOG FRPMS, INC. ..a.i26i3
PROJECT: S & J FRRMS, INC.-FAPM #4
S,P 1:305, OUPLIN COUNTY, NC
LLFt i� M2) '��., �m DO S, R D. MCDONNELL, SR., P.

CONTRACTORS AND ENGINEERS SERVICES, INC.
1304 NORTH WILLIAM STREET
P. 0. BOX 762
GOLDSBORO, NORTH CAROLINA 27533-0762
TELEPHONE: [phone]
[phone]
LAGOON LINER -DESIGN
1. Size•the structure within the available construction limits
and determine the height (h) needed to achieve the desired
storage requirements.
hmwx = 11.01
2. Calculate a preliminary liner thickness (d) to meet the
hydraulic gradient minimum of d equal to or greater than h/8.
di,n.= > h mwx = 11.D = 1.409"*-
8 s
3. If the liner thickness calculated in Step 2 is less than 1
foot, use 1 foot for the trial thickness (d) in Step 4.
Use d of liner = 1.6 feet
4. Calculate the allowable specific discharge, v = k h/d. Use k
= 0.003 fpd when no permeability test data is available. If
v is less than 0.028 fpd, the thickness (d) in Step 3 should
be used if it is greater than 1. If v is greater than 0.028
fpd, then d must be increased or h decreased until the
allowable specific discharge is less then 0.028 fpd.
v = kh/d = (.00037(11.0)/3-.c.
_ .0025ft/dry < 0.028ft/dry
d of liner (ok)

suoz,zvolaiaaas
10

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 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
24.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
30.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.-
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

sHozsVDIZI0a6s uoison-�'ssNOD

� CONTRACTORS AND EnGIIYEERS SERVICES, INC.
TELEPHONE: [phone]
[phone]
1304 NORTH WILLIAM STREET
P. 0. BOX 762
GOLDSBORO, NORTH CAROLINA 27533-0762
Sheet 1 of 5
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
I. FOUNDATION PREPARATION:
A. The topsoil from the lagoon and pad area should be stripped and
stockpiled for use on the dike and pad areas. 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. 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.
II. EXCAVATION AND E RT F LA EN :
A. 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 4--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 approx-
imately 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. The material shall be of the proper moisture content

Sheet 2 of 5
before rolling to obtain the prescribed compaction. Wetting or
drying of the material shall be maintained when necessary to
provide a uniform moisture content throughout. Should the
material be too wet to permit proper compaction or rolling, the
material shall be dried to the required moisture content. If the
fill material is too dry, sprinkling shall be done with approved
equipment that will sufficiently distribute the water. All fill
material shall be compacted to a minimum of 93 percent density as
determined by Standard Proctor ASTM D--698, 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.
B. Dikes over 15-feet in -height and with an impoundment capacity of
10 acre-feet or more fall under the jurisdiction of the North
Carolina Dam Safety Law. The height is defined as the difference
in,elevation from the constructed height to the downstream toe of
the dike.
C. Precautions shall be taken during construction to prevent
excessive erosion and sedimentation. The site will be graded at
all times to promote proper drainage. Silt fence and silt check
dams will be provided if required.
"A ;�wTh�' minimum required thickness shall be:dl 6. feet ir
B. NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED

i
Sheet 3 of 5
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.
C. When areas of unsuitable material'are encountered, they will be
I
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.
D. Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum
moisture content. This value relates to that moisture content
when the soil is kneaded in the hand it will form a ball which
does not readily separate. The ideal moisture content for the
liner is considered around optimum moisture content plus
approximately 2 - 4 percent moisture. 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 D-698 Dry Unit Weight of the liner material.
When smooth or hard, the previous lift shall be scarified and

Sheet 4 of 5
moistened as needed before placement of the next lift. Density
test will be performed on the liner to insure proper compaction
procedures.
E. The single most important factor affecting the overall compacted
permeability 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 established 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.
F. The soil liner shall be protected from the discharge of waste
outlet pipes. This can be done by using some type of energy
dissipator (rock) or using flexible outlets on waste pipes.
G. Alternatives to soil liners are synthetic liners and bentonite
sealant. When these are specified, additional construction
specifications are included with this Construction Specification.
11 O_►..
A. 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.
V. VEGETATION:
A. All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to the seeding specifications.

Sheet 5 of 5
Topsoil should be placed on areas of the dike and pad to be
seeded. Temporary seeding of 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.
VI. REMOVAL OF EXISTING TILE DRAINS:
A. 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.
IF I
(wastespe)

CONTRACTORS & ENGINEERS SERVICES, INC.
1304 NORTH WILLIAM STREET
P. D. BOX 762
GOLDSBORO, NORTH CAROLINA 27533-0762
TELEPHONE: [phone] FAX: [phone]
[phone]
IN -PLACE DENSITY TEST RESULTS
No.
JOB DESCRIPTION: DATE OF REPORT
CONTRACTOR'S NAME & ADDRESS PURCHASE ORDER NO.
-------------------------------------------- - Max
----;------- ------------i---Per
-
Test . --- Den- . -------;-P=--
Test ; Date Net ;Moisture: Density : Moisture city in ;ture in : cent
# : Sampled Ele4ation :Density PFC ; Lb/c.f. ;in Percent :Lbslc, f. :Percent ; Coop.
---------------------------------------------------------------------------------------------------------------
;
; .
----------------------------------------------------------------------------------------------------------------
TEST LOCATIONSt
,
NOTE; 4 Test are below required compaction.
Certified By:
-----------------------------------------------------
Peter 0. McDonnell, Sr., P. E.

saILLIxNvno
MO I,LDnu,LsNOO Gmv T XVG No I.LZ)Ss sso'�:Io

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-77
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t
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EFT
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I I
A- J.-
"r 1+1 LI
7
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T
-
nil
F I'A
-
177I
LH
..........
......... E-F
H -i-11- L1+
-i-- --711-
I 1 1 1 .
-I - - - - - - - - -
I 'i-
1-TT-j
;ji I ;
tj
I I
I
..........
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—04 4
11+1
44-4-0-04-0-4
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4-
4441
.41
10
.. ........
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. . . . . . . ... . . . . . . ....

Total Volumes
Grid cell size: 4.87 by 4.86
Original drawing scale: 100.00 ft/in
Project: S & J Farms 4
Drawing: Drawing 2
Number: GHF154
Location: Duplin Co.
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 03/07/96 Time: 16:43:1.8
inal surface: Proposed
nitial surface: Existing
ifference :
Tight Volumes
27051.91
18889.43
8162.48
11 volumes are in cubic yards.
Expansion (%)
0.00
25.00
Expanded Volumes
27051.91
23611.78
Net Export : 3440.13

Site Balance Report
Grid cell size: 4.87 by 4.86
Original drawing scale: 100.00 ft/in
Project: S & J Farms 4
Drawing: Drawing 2
Number: GHF154
Location: Duplin Co.
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 03/07/96 Time: 16:44:43
al surface: Proposed
tial surface: Existing
ire are no "Proposed" structures.
l shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
.ancing to 0.0 +/- 10.0 cubic yards
Raise
"I
4,
r-
delta
Cut
Fill
Cut - Fill
0.000
27051.91
23611.78
3440.13
0.291
25998.62
26612.25
-613.63
0.247
26157:25
26156.86
0.39
"Proposed" by 0.247 feet.

INS W�v 2 0,
Orientation: -45.0
z Magnification: 17.6
..,
IM
56. 00
till 1j, r�
��I 54.0v MW ilA
TI.-
M
52.0 I J
tA-
i50.Oatl .
48.0
46.00 irrATit ,,r-
NA
A
44.00 A/
42.00
...... . ....
40. 0&"
Lower Left
30 Mesh Surface
Proposed
Project: S & I Farms 4
Drawing: Drawing 2
Number: GHF154
Location: Duplin Co.
Bid Date:
Engineer:
Owner:
Estimator:
............. ............... ................... ...........
.......... ............... .....
Inclination: 20.0
30 Mesh Surface
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 03-107/96- Time: 16:46:38

Ail
.00
50.00
1100
Report: Plan View Cross-section Locations
Project: S h I Farms 4
Drawing: Drawing 2
Surface: Proposed
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 03/07/96 Time: 16:54:46

58.5
56.5
54.5
52.5
50.5
48.5
46.5
44.5
42.5
40.5
38.5
36.5
r.ss-Sect ion lots
man&&
Digitized Points
Horiz. scale: 80 ftiin Vert. scale: 4 ft/in
Project: S b 7 Farms 4
Drawing: Drawing 2
Number: GHF154
Location: Duplin Co.
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: GOLDSBORO HOG FARM using SiTEWORK
Date: 03/07/96 Time: 16:58:19
A - A'

5
5
5'
5;
5:
41
4'�
4!
43
41
39
37
IL
a
In a a
Toss- n P
Digitized Points
Horiz. scale: 80 ft/in Vert. scale: 4 ft/in
Project: S b r Farms 4
Drauing: Drawing 2
Number: GHF154
Location: Duplin Co.
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: GOLDSBORO HOG FARM usingg"SITEWORK
Date: 03/07/96 Time: 17:02:22
B - B'
660.0
720.0
....1.. .
Existing

RECEIVED
WATER QUALITY SECTION
SEp I u 1991
Non-DISC"Me parrmittirn
IRRIGATION
DESIGN
CERTIFICATION
FOR
JAMES B. JONES.
8640 FINISHING OPERATION
June 12, 1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM; and all other State and Local Regulations
to the best of my Ipgpwl'*hAnd belief.
.%`%'*'�� �tH CARO''--
9'
r Z !z
M. Floyd A i , PJE. bate
License No. 4273 !
i �'�:�G1NE�'•�` r`3 rer
i ........ v�

DESIGN AND SPECIFICATIONS FOR THE LAND
APPLICATION OF WASTEWATER IRRIGATION SYSTEM FOR THE
JAMES B. JONES FARM IN DUPLIN COUNTY
The Jones Farm is a 8640 head wean to feeder operation. It has a four building and 6 building site
each with a single primary lagoon. The waste utilization plan was. written by Duplin Conservation
Office. The facility will produce 19872 lbs of PAN per year.
Crops to be grown include Hybrid Bermudagrass overseeded with Small Grain. Based on the soil
type and realistic yield expectations, the 70.69 acres can accommodate the 19872 pounds of PAN
created annually.
The Nutrient Management Plan, developed by DupIin Conversation Office, includes a cropping
system of Hybrid Coastal Bermuda and over seeded in the fall with small grain. The actual effective
irrigated area calculated is 70.69 as stated above.
A solid -set (permanent) irrigation system is recommended. All sprinklers will be single nozzle, and
they will be full circle sprinklers. Spacing on the sprinklers is either 85' x 85' or 100' x 100'
depending on the sprinkler used. The sprinkler radius is approximately 70' for the Senninger 7025
and 60' for the Senninger 5023. The sprinkler spacing is approximately 70% of the diameter of the
sprinkler throw, which is an acceptable spacing. Recommended average sprinkler operating pressure
is 60 psi.
A 25' buffer is observed around the adjoining property lines and others.
The Main Line as well as sections of the Lateral lines will be 6" PVC (PR 200 - SDR 21) and 4-2
inch PVC (PR 160 - SDR 26). The: pumping unit will be a John Deere 4039D with a Berkley
B3JQBM pump. The PVC pipe will be bell and gasket pipe. A 6" lagoon riser will be used for the
ground entry of the mainline, this will also include pressure gauge, air relief, and pressure relief
valves. The system will consist of 250 Senninger 7025 and 76 Senninger 5023 plastic full circle
sprinklers. Each sprinkler will be equipped with an 18" aluminum nipple. Air relief valves will be
placed in the system to eliminate any damage from water hammer. A 8" x 16" pvc pipe will be
placed around each riser, and concrete will . be poured in each to keep the sprinkler from any
damaging movement. There should be thrust blocks where the supply line comes from the pump and
makes its ground entry, at all tees, ells, and end of laterals.
The pump and electric motor should have a capacity of 486 GPM at 240' TDH (104 psi) with a pump
efficiency of at least 60% and a NPSHR less than 10'. On the suction side of the pump there will be
a 6" supply line with a 6" basket strainer on the end. The line will be floated to prevent settlement
on the bottom of the lagoon.

Land Owner/ Operator Name:
Date:
James B. Jones
P.O. Box 332
Warsaw, NC 28398
Goldsboro Milling
Duplin County
June 12, 1997
TABLE 1-FIELD SPECIFICATIONS
FIELD#
SLP
SOIL
TYPE
CROP
APP
RATE
MAX
APP
PER CYC
MAX
USEABLE
ACRES
TRCT 72055
Fld #1
0 to 2%
NoA
Bermudagrass/Small Grain
.4
1.3
9
Fld #2
0 to 6 %
AuB
Bermudagrass/Small Grain
.5
1.2
3.8
Fld #3
0 to 6 %
AuB
Bermudagrass/Small Grain
.5
1.2
12.3
Fld #4
2 to 6 %
NoB
Bermudagrass/Small Grain
.4
1.3
8.7
Fld #5
0 to 2 %
NoA
Bermudagrass/Small Grain
.4
1.3
4.0
Fld #6
0 to 2 %
GoA
Bermudagrass/Small Grain
.4
1.3
8.3
Fld #6
0 to 6 %
AuB
Bermudagrass/Small Grain
.4
1.3
8.3
Fld #7
0 to 2 %
NoA
Bermudagrass/Small Grain
.4
1.3
4.1
*All of this land is under one ownership and in the same crop. A sprinkler precipitation rate will be
selected to be less than the infiltration rate of the most restrictive soil.
**Even though the District Conservation has indicated that 1.2"-1.3" of irrigation can be applied at one
time, it is suggested that the total application be limited to .75" at one time and space the applications
several days apart. By doing this, it will help to decrease the probability of runoff.

TABLE 3 - SOLID SET IRRIGATION SPRINKLER SETTINGS
Sprinkler Spacing is 85 feet x 85 feet (Senninger 5023) and 100 feet x 100 feet (Senninger 7025)
Make, Model, and Type of Equipment: Sennenger 5023 and 7025 single nozzle, with a
1/4" Nozzle.
Fld # & Lne #
# of Hyd
Wetted
Diam
Along Ppine
Blwn
Ppline
App Rate
Nzzle
Diaxn
Gun
PSI
Oprtng
Time
Zone 1
18
137'
100,
100,
0.14
1/4"
60
5.36
Zone 2A
24
137'
100'
100'
0.14
114"
60
5.36
Zone 213
16
137'
100'
100'
0.14
1/4"
60
5.36
Zone 3A
27
137'
100,
100'
0.14
114"
60
5.36
Zone 3B
15
137'
100'
100,
0.14
1/4"
60
5.36
Zone 4
3
I37'
t00'
100,
0.14
1/4"
60
5.36
Zone 5A
23
137'
100,
I00'
0.14
1/4"
60
5.36
Zone 5B
13
137'
100,
100,
0.14
1/4"
60
5.36
Zone 6
13
122'
85'
85'
0.18
1/4"
60
4.I7
Zone 7
24
j 137'
100'
100'
0.14
1/4"
60
5.36
Zone 8A
12
122'
85'
85,
0.18
1/4"
60
4.17.
Zone 8B
5
137'
100,
100'
0.14
1/4"
60
5.36
Zone 9
9
137'
100'
100'
0.14
1/4"
60
5.36
Zone 10A
24
122'
85'
85'
0.18
1/4"
60
4.17
Zone 10B
27
122'
85'
85'
0.18
1/4"
60
4.17
Zone 11A
21
137'
100'
100,
0.14
1/4"
60
5.36
Zone IIB
21
137'
100,
100'
0.14
1/4"
60
5.36
Zone 12
34
137'
100'
100,
.14
1/4"
60
5.36

TABLE 4 - IRRIGATION SYSTEM SPECIFICATIONS
.
TRAVELING GUN
SETTING
Solid -Set Irrigation
Senninger 7025
Senninger 5023
FLOW RATE OF SPRINKLER (gpm)
14.2
13.9
OPERATING PSI AT PUMP
100.5
100.5
DESIGN PRECIPITATION RATE
.14
.18
HOSE LENGTH
xxx
xxx
SPEED COMPENSATION
xxx
xxx
PUMP TYPE
I
Motor
Motor
HORSE POWER REQ'D
49.12
49.12
* Note: This design is based on information supplied to us by Eastern-Ag, Duplin Conservation and
James B. Jones. The design indicates that this site is capable of accommodating the proposed hog
operation.
** Note: Refer to your owners and operators manuals for upkeep and maintenance of the irrigation
equipment. Equipment specifications and information has been provided with this design.
*** Note: It is our recommendation that the designer visit the site during installation. Installation
information has also been provided with this design.

f,
Precipitation Rate
CALCULATIONS FOR JAMES B. JONES SYSTEM
PR = 96.3 x GPM
SIXS2
S rinkler Model 7025
GPM = 14.2 Per Sprinkler
Spacing = 100' x 100'
PR = 96.3 x 14.2 pm
100'x 100'
PR = .14 in/hr
San Her Model 5023
GPM = 13.9 Per Sprinkler
Spacing = 85' x 85'
• Velocity Calculations:
For 6" Main
PR = 96.3 x 13.9gpm
85' x 85'
PR = .18 in/hr
V = .408 GP
m2
34 heads V = '408 (34x 14.2)
62
V = 5.47 ftlsec

For 4" Main
For 3" Main
For 2" Main
Friction Loss Calculations
15 heads V = •408 (15x 14.2)
42
V = 5.43 ft/sec
8heads V = .408 8x 14.2
32
V = 5.15 ftlsec
3 heads V = •408 3x 14.2
22
V = 4.35 ftlsec
F1= [.2083(100)1,8521 as2 (Q )( L )].433
c D M56 100
FI —
Friction Loss
Q =
Gallons Per Minute
D
= Pipe Size
L =
Length of Line
c =
Pipe Coefficient

Main line Calculations: (6" Line)
Fl = [.2083(100 )1.952(482.81•"2 )(3230 )].433
64.8656 100
[49.351.433
= 21.37 psi loss
Lateral Calculations: (4" Line)
F1= [.2083(10Q)i ssz(184z .d')(100)].433
150 44•M56 100
[I.851.433
.80 psi loss
Lateral Calculations: (3" Line)
FI = [.2.083(100 )1.852( 99.401*852)(420 )].433
150 34.806 . 100
[10.021.433
= 4.34 psi loss
Lateral Calculations: (2" Line)
l.ss2
F1= [.2083(1(}0)l.asz( w2 V )(220)].433
150 24.806 10(?
(7.861.433
3.40 psi loss

r
TDH For System:
SOURCE:
HEAD (feet):
Sprinkler Pressure
142.07'
FL in Mainline & Laterals
69.09'
Elevation Difference
5'
FL in Fittings
5'
Suction Lift
8'
5 % Factor
11'
TDH (feet)
240.16'/2.31
TDH (psi)
104 psi
At Pump
232.16 or 100.5 psi
Pump HP_ for System -
BHP =
GPM x TDH (feet)
3960 x Pmp Eff
=
486 gpm x 240.16
3960 x .60
=
49.12 hp
Thrust Block Calculations:
(Assume maximum pressure of 150 psi and soil bearing capacity of 1,500 lbs. per sq. ft.)
THRUST X LINE PSI
= X/1500
6" PVC Pipe
90 deg elbow
49.2 x 150 =
7380/1500 =
492 sq ft
45 deg elbow
26.7 x 150 =
4005/1500 =
2.67 sq ft
' Tee/Dead end
34.8 x 150 =
5220/1500 = .
3.48 sq ft
Grnd Entry
63.96x 150 =
9594/1500 —
6.40 sq ft
4" PVC Pipe
90 deg elbow
23 x 150 —
3450/1500 —
2.3 sq ft
45 deg elbow
12.4 x 150 =
1860/1500 —
1-.2,sq, ft
Tee/Dead end
16.2 x 150 —
2430/1500 =
1.6 sq ft
Grnd Entry
28.8 x 150 =
4320/1500 =
2.9 sq ft
3" PVC Pipe
90 deg elbow
13.9 x 150 =
2085/1500 =
1.39 sq ft
45 deg elbow
7.51 x 150 —
1126.50/1500 =
.75 sq ft
Tee/Dead end
9.80 x 150 =
1470/1500 =
.98 sq ft
Grnd Entry
18.07x 150 =
2710.50/1500 =
1.81 sq ft

2" PVC Pipe
90 deg elbow
6.45 x
150 =
968/1500 =
.65 sq ft
45 deg elbow
3.50 x
150 —
525/1500 =
.35 sq ft
Tee/Dead end
4.56 x
150 =
684/1500
.46 sq ft
Grnd Entry
8.58 x
150 =
1287/1500 =
.86 sq ft
THRUST BLOCK SPECIFICATIONS
LOCATION
THRUST BLOCK AREA (sq/ft)
6" LINE
4" LINE
3" LINE
2" LINE
90 DEG ELBOW
4.92
2.3
1.39
.65
DEAD END TEE
3.48
1.6
.98
.46
45 DEG ELBOW
2.67
1.2
.75
.35
GROUND ENTRY
6.40
29
1.81
.86
From the NRCS 430DD, thrust blocks for dead ends and tees are approximately 70% that of 90 ells.
It is recommended that ground entry blocking be approximately 25 % to 33 % more than that required for
90 ells.
0

System Operation:
This system is a multi zone system where sprinklers will be run at different times. The actual run times
for each sprinkler is stated in TABLE 3 - SOLID SET IRRIGATION SPRINKLER SETTINGS.
Since the lagoon is temporary storage, it is important that the lagoon be pumped regularly with the last
application on coastal bermuda just prior to a frost and the first application as early in the spring as
possible.
It is important that the operator follow this plan as well as the waste management plan. When applying
irrigation the operator should take notice of the conditions. (See information on when to irrigate). The
specified amounts of wastewater sprayed per cycle are I X-1.3" per cycle on the soils according to the
waste management plan. But, it is our recommendation to keep the application amounts to .75" per
application. We feel that .75" is a sufficient amount of water to apply per cycle on the given crops to
get realistic yields. There should not be another application applied until the amount applied in the
previous cycle has been used by Evaprotranspiration, (ET). This usually takes anywhere from three to
five days, depending on the climate of the area.
During the winter months when temperatures are below freezing the risers need to be drained at least into
the lateral lines. Water should not freeze at the buried depth of 36" which is the recommended depth of
the laterals as well as the main lines. The pump, suction, and discharge should all be drained during
freezing temperatures. Spraying should never take place during freezing temperatures. It is also
important not to spray when the soil is at its full saturation rate, if spraying occurs, it may cause runoff
or ponding. The ideal wind conditions are when the wind speed is less than ten mph. Irrigation should
not take place when the speed is over ten mph, this will prevent any wind drift.
Sprinklers and air relief/vacuum release valves should be checked periodically to ensure that they are
operating properly. Check to ensure that the pressure gauge at the pump is operating properly.

,/UN—S9-9 7 Lis :24 PM InAS'1'EkN. AGRI-►SYSI EMS
iyxery37ee� �.a�
WASTE UTILIZATION PLhg PACE �
September 7, 1995
PRODUCER: JAMES P, JONES
LOCATION: PU BOX 332
WARSAW NC 28398
TELEPHONE: [phone] '
TYPE OPERATION: Peoder to Finish Swine
NUMBER OF ANIMALS. 8640 hogs design capacity
The waste from your animal facility must be land applied at a s ecified
rate to prevent pollution of surface and/or groundwater. The pant
nutrients in Lhe animal waste should be used to reduce the amount of
commercial fertilizer roqui.red for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant.
nutrients can be balanced ,for realisLxc yields of the Crop to be grown.
Several l-acl_ors are important in i xcmenting your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner . Always
apply waste based on-Lhe needs of the crop to be grown and the nutrient
.� content of the waste. Do noL apply more nitrogen than Lhecrop can
utilize. Soil types are important as they have different infiiitration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cauLlons, waste may be applied to land eroding at up to 18 trons per
acre per year. Do not appply waste on saturated soils, when it is
raining, or wlxen the ,surface ,is frozen. Either of these conditions
may result in runoff, to surface waters which is not allowed under DFM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for cro production and to reduce the potential for pollution, the
' waste Nould be applied to a growing crop or applied to bare ground
noL more than 30 days prior to planLin Injecting the waste or
diskinwill conserve nutrients and reduce odor problems_
This pggurl iU baeed on waste applica`ion througgh irrigation for this
Y is the mariner in wilich you have chosen to apply your waste, If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating_waste are
not the same.
The estimated acres needed to apply Lhe animal waste is based on
typical nutrient. content for this type of facility. Acreage require-
ments should be based on file waste analysis report from your waste
management EaCi.IiLy. Attacked you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste util.i2ation plan, if carried out, meets the requirements
f0i comFaliarsce with 15A NCAC 2H.0217 adopted by the Environmental.
Manugemcr)L commiasion_

l tip Aydbt6-?0W9 o
WA9TL UTILISATION PLAN PAGE 2
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,"f0, tons, etc.)
8640 hogs x 1.9 tons waste/hogs/year - 16416 tons
'AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
8640 hogs x 2.3 lbs FAN/hogs/year = 19872 lba. 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 Oe grown, soil type and surface application.

Sii#i-09-9�' 16:26 PM EASTSRW • gGRx-s3Y5TEr13
19102937889
WASTE UTXLIL'ArzON PLAN
TA3LB I: ACRES OWNED BY PRODUCER
0A.M04 i' A".UW ov.6ji j S rG m %."noo -
DETERMININO PHASE
54 /. 3 0
ICODE
W - ! 1 ,
AW N PER
PER AC AC
! Tag— f �
AMES AW
USED
APPLIC.
TIME;
41 ! 1;0v E.e »u f !y.
7�4� -
APR-SEP
qD f p i 1 •1 1 1 I SEP -NOV
APR-SEP
I-T—T ����� � -' . $ 1290.
Sb (. 2 SEP-NOV
i ApR-5EP
53 D 1 1 a
ISEP-Nov
.J1 •i �7Ya.a F . i . v 'A' PR 'PJJ . J
P
SG 1 150 J-6.7- 7_7
c/D /• 7D- t.435
EP-NQV
i
J i 1 iVFi Y/a I-
� MYJ I �/ 14R, V
APR -SEE'
IrJI
S
00
- sE?-Nav
1
s. 2e2.�
gyp, 1. L
APR-SEP
-1
2697.5
.
SO 130
APR-SEP
..�
ems_ �6 . Z
r0_5 I JT2SO.5
APR-SEi'
, SD / 3 D•
I_
SEP-NUV
- Indic;ates that this field is -being oversecdcd (i.e. intezplemLed)
or winter annuals follow summer annuals.

JUH -09-97 LOC26 PM
-reb 1�►1tlL7a rev+
EAU { kR1Y. Ht.pil
WASTE UTILIZATION PLAN
.. I I 1 i. i
PACE 4
NOTE: The applicator is cautioned that. P and K may be over applied
while meeting the N requi.rments. Be inning in 1996 the Coastal zone
Manageinent Act will require farmers 2n some eastern countieS of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.
T'MLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agrecmeat; with adjacent landowners must be attached.)
(Required only .if operator does not own adequate
land. See required specification 2.)
MT
LLD
SO L E& C
C
y L
CO
S
DET'ERMINTNG Il-=E
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
xn Interplanted fields (i.e. small grain, etc, i.nterseeded
in bermudagrass), forage must be removed throegh graving,
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 lqt small
grain reach maturity, especially late' in the season (i.e.
Aril or May). Shading may result if small grain gets too
high and this will definitely interfere with the stand of
beruludagrass. This loss of stand will result in reduced
yields and less niLrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to intex-plant small grain, etc, is late
Septcmber or early Oct;obcr. Drilling is recommended over
broadcasting Eermudagrasp should be grazed or mowed to a
heighL of abouL two inches before drJlling for best results.
* Acreage figures may exceed total acreage in fields due to
overseeding.
�* lba AW N (animal. wasL-e nitrogen) equals total required nitrogen
less any commercial nitrogcii (COMM N) supplied.
..1

JUN-e9-97 10 :27 PM EAS i ERN. AGFik-+SYb I L-M5 l yll?`L9:1 f1dW-4
WASTE UTILIZATION PLAN
r_a5
PAGE 5
following legend explains the crop codes used in tables 1 and 2 above-,
top. CODE
CROP
UNITS
PER UNIT
BH
SG
HYBRID BCRMUDAGRASS-P-AY
SMALL GRAIN OVERSEEDED
TONS
AC
5o
So
TOTALS FROM TABLES I AND 2
TABLE 1 1 58,5 1 2U2-0r1jF---
TABLE 2 1 0
TOTAL .
FALL*I+lei
*** BALANCE
19872.
9.S
+ This number must be'leas than or equal to D 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 tablet.
AOTE: The Waste Utilization Plan must contain provisions for eriodic
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 1194.8 pounds of plant
available nitrogen (PAN) per year in the sludge that will need -to be
removed on a periodic basis. This figure'is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.

,TUN-09-9T 10S2B PM EASTERN.AGRl►§Ybil=Ylb 171tlL`JO,.ytJ7 r a.�
WASTE UTILIZATION PLAN PAGE 6
See attached map showing the fields to be used For the utilization of
waste water.
APPLICATION Off' WASTE BY IRRIGATION
The irrigation application crate 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 moist.urcontent, soil structure,
soil texture, water droplet size,, and organic soliis. The application
amount should not exceed the available water holding capacity of the
soil, at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of -temporary storage
and the temporary storage must be removed on the average of once ievery
6 months. In no inatance should the volume of washes being stored in
your structure he within 1.7 feet of the Cop of the dike.
if surface irrigation is the method of land application for this, plan,
it is the responeibil.ity of the, producer and irrigation designer to ensure
that an irrigation system is inpt-alled to properly irrigate the acres
shown in Tables I and 2.• Failure to apply the recomniended rates and
amounts of Nitrogen shown in the tables may rake 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 apERATION:
`` r c 1
TDn1 .i tt ^� t ee
I}o— 71i wt �,Z aGf,f _l►+� dam. �'i, fa �----^Wn' f

Jun-09-97 18:2`3 YM tHb 1 tKW . "URI-►UYSiTEM5 19182937889 P. S T
J�
WASTE UTILIZATION PLAN PAGE 7
Plans and Specifications
1, Animal waste shall not reach surface waters of the aLate by runoff,
drift, manmade conveyances, direct application, or direct,
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Environmental ManagemenL for every day the discharge continues.
2. The Field office must: have documentation in the deign folder that
the producer either has awns or -has long term #ccess to adequate
land to properly dispoue of write. If the producer does not own
adequate land to properly dispo:,i_- of waste, he shall provide NRCS
with a copy of a written agreement with a landc:.ncr who is within
a reasonable proximity, allowing him/heir the use of the land for
waste application for the life expecL-anCy of the production
facility. It - is the responsibility of the owner of the facility
to secure an update of the Waste Utilization Plan when there ie
a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and
level of management, unless there are regulations that
restrict the rate of application for other nutrients.
4. Animal, waste may be applied to land that has a Resource
Management System (RMS)' or an Alterr_ativa Conse:fration System
(ACS?. If an ACS is used the d611 loss ohall lie no gxeater
than 10 tons per acre per- ear and Appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to °Buffers" required by DEM.
(See FOTG Standard 393 - Filter Strips. and Standard 390
Interim Riparian Forest Buffers).
5. Odors can be xeduced by injecting the waste or disking after
waste application. Waste should not be applied when the
wind is blowing.
S. 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 daring a season prone to
flooding. (See "weather and Clim4Lc in North Carolina" in
the NRCS -Technical. Reference - Environment file for -guidance.
1. Iliqquid waste shall be ap lied at rates not to exceed the .soil
,infiltration rate such tgaL runoff doea noL occur offsite or
to surface waters and in a method which does noL cause drift
from the site during appplication. No ponding should occur
in order to control conditions conducive to odor or flies
and to provide uniformity of application.
t. Animal waste s}gall not be applied to Maturated soils, during
rainfall events, or when the surface is frozen.
i, Animal waote shall be applied on actively growing cro M in
such a manner that no more than 20 to 25 percent of tEe leaf
area is covered.

JLihl-09-97 10C29 PM EASTERN-AGRI-PSYSTEMS. 19102937609
WASTE UTTLIZAT34N PLAN
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leach ng- Write nutrient loading rates on these ,soils
should be head to a minimum and a suitable winter cover
crop planted to Lake up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a
crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet: to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (see standard 393 - Filter Strips)'
r12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal. waste shall not be applied closer than 2.00 feet of
` dwellings other- than those owned by the landowner.
14. Waste shall, be a plied in a manner not to reach other
property and public right• -of ways.
15. Animal waste shall not be discharged into surface wasters,
drainageways, or wetlands by discharge or by over -spraying.
Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site
by a "technical specialist"- Animal waste shhould not be
applied on grassed waterways that discharge intq water
courses, except when applied at agronomic rates and the
application causes go runoff or drift from the 'erite.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into
the animal waste management system.
17. Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide adequate
storage for a 25-year, 24-hour storm event in addition to
one (1) foot mandatory frcet►oard.
18. A protective cover of appropriate vegetation will be -
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). if needed, special vegetation
shall be provided for. these areas and shall be fenced, as
�- necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woe y species, etc. are limited to
areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Largoon berths and structures.
ahovld be inspected regularly for evidence of erosion, leakage
or discharge.
19. if animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and imple-
menting a "closurc plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
20. Haste 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.
P. 08
PAGE 0

EASTERN. AGR1-lSYSTEMS 19102937e89 P. 09
WASTE UTILISATION FLAN PAGE 9
NAME OF FARM:
OWNER f MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established'in the ap-
proved animal waste utilization plan for the farm named above. I.
(we) know that any expansion to the existing design capacity, of the
I (wc) understand that I muat own or have access to equipment,
primarily irrigation equipment., to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon'in'a 25-ear 3--day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: JAMES 8. JONES
SIGNATURE: .ram DATE: 9 % - 9
NAME OF MAN GER (if. d Wterent from owner) :
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Billy W. Houston
AFFILIATION: Duplin Soil and Water Conservation
ADDRESS (AGENCY): P. 0. Box 277
Kenansville NC 28349
SIGNATURE; DATE: Jq

La
• Outwear and cost less than brass sprinklers
• Built in repairability for easy in the field U
maintenance
• Lower bearing pipe thread: 1" NPT Qhzlh- ; ! ,
• Flow rates: 8 to 45 gpm
7025RD-1-1 "M
• 250 angle for excellent
distance of throw
• Single nozzle design
.,minimizes clogging
Nozzle Pressure (pal)
7025RD•1-1" M
35
40
45
50 55
BO 65
70
75
BQ
914 Nozzle (7t32") .
Flow (gpm)
8.34
8.91
9.45
9.97 10.5
10.9 11.4
11.8
Spkr. Base Press. (psl)
35.8
40.9
_45.9
51.0 56.0
61.0 66.1
71.2
Diam. at 1.5' Ht.
106
110
115
120 124
129 132
135
Diam. at 6' Ht.
114
120
125
130 135
138 142
145
..Sol- #16 Nozzle (114')
Flow (gpm)
10.8
11.6
12.3
13.0 13.6
14'. 14.8
15.3
15.9
16.4
Spkr. ease Press. sl
36.0
41.2
46.2
51.4 56.4
1.5 66.6
71.8
76.8
81.9
Diam. at 1'.5' Ht.
114
118
123
128 133
13 141
144
147
150
Dlam. at 6' Ht.
122
130
135
140 145
148 150
153
156
159
#18 Nozzle (9/321
Flaw (9pm)
13.6
14.6
15.5
18.3 17.1
17.8 18.6
19.3
20.0
20.6
Spkr. Base Press. (psi)
36.4
41.6
46.8
61.9 57.0
62.2 67.3
72.4
77.6
82.6
Diam, at 1.5' Ht.
122
126
131
135 140 -
145 148_
151
155
158
Diam. at 6' Ht
129
136
141
,�145 150
163 156
159
162.
164
MNozzle (5J16')"',
:1G 'w, { �". �v:#
Flow (gpm),
16.8,-
.;
17`9; ,
19 0 ;
, 24 0 .. 21 0 c,• - 22 0 22.9
23.7
24.5
25.3
.- � � r w
SPkr: Base Press �(paf}
- _ 37,0',
t
' 42.2'. 476 4?-'f5
itJ7'2 pair r.,..<
S^.'�57 7_�7'�r6�2 8� '68 2
'i
73.3
78.8!_
_t 63.7
Diam. at 1.6' Hi.
.126
131 '
137
,141 x:148
1501 164
157
161
1-3
,.
Otem, at 6- Mt.
132
138 '
145 -'
=/149'i t,
161
164
167
170
�ww •�_�'l��lwwwlf.l,
Page - 12 Solid -Set Catalog

The ^501SeriesYfull-circle impacts handle the
',,highest flow rates for Senninger's 3/4"
sprinklers. The high application rate and large
diameter of coverage make these sprinklers
adaptable to a variety of applications.
• Single and double nozzle designs
available O
• Built in repairability for easy in the
field maintenance
• Lower bearing pipe thread: 3/4" NPT
• Flow rates: 6 to 21 gpm
5023-1- 3I4"M
• 230 angle for
maximum throw
• Single nozzle design
minimizes clogging
Nozzle Pressure (psi)
5023-1-3/4" M 25 30 35 40 45 50 55 Ce 65 70
r)` #13 White (13/64") �}
Flow (gpm) 6.00 6.57 7.10 7.59 8.05 8.48 8.90 9.29 9.67 10.0
( S2kr• Base Press. (psi) 27.0 32.2� 37.5 42.6 47.8 53.0 58.2 63.4 68.5 73.7
Diam, at 1.5' Hl. 90 95 99 102 106 109 Ill 114 116 118
Diam, at 6' Ht. 97 102 107 110 113 116 118 121 122 125
#14 Blue (7132")
to Flow m y (gA ) 6.94 7.61 8.22 8.78 9.32 9.82 10.3 10.8 11.2 11.6
Spkr. Base Press. (psi) 27.4 32.6 37.9 43.2 48.4 53.7 58.9 64.1 69.3 74.5
y Diam, at 1.5' Ht. 91 96 101 105 109 112 114 117 119 121
Diam. at 6' Ht. 99 104 109 112 115 118 120 123 125 128
#15 Dark Brown (15/64")
Flaw (gpm) 7.95 8.70 9.40 10.1 10.7 11.2 11.8 12.3 12.8 13.3
Spkr. Base Press. (psi) 27.8 33.2 38.5 43.8 49.1 54.3 59.6 64.8 70.1 75.4
Diam, at 1.5' Ht. 93 98 102 106 110 114 117 120 122 125
Diam. at 6' Ht. 101 106 111 115 118 121 124 .127 129 131
,. +;jj06 #16 Orange (1/4")'
Flow (gpm) 8.99 9.85 10.6 11.4 12.1 IV 13.3 (OD 14.5 15.1
Snkr^Baeo Press. �nsl) 28.2 33.7 39,0 44.4 49.7 55.1 60,4 65.7 71.0 76.3
• Diam. a1 1.5' Ht. 95 100 104 108 112 116 119 Q 125 128
r///���'►►► Diam. at 6' Ht. 102 108 113 117 120 • 123 126 129 132 134
017 Dark Green (17/64")
Flow (gpm) 10.1 11.1 11.9 12.8 13.5 14.3 15.0 15.6 16.3 16.9
Page - 10 Solid -Set Catalog

tY.lb me tll!! .0�4 4V V4 ••ya--M♦11J1V11 VV1
t t 1
MANUFACTURER'S CERTIFICATION
CASKET -- JOINT
PR200, PR160, PR125 and PR100 PVC PIPE
This is to certify that the products herein referred to a" manufactured 0 NORTH AMERICAN PIPE CORPORATION
moot or exce d rho requi'rernents of the pertinent standards and regabtfng aganckis as lndlostod
MATERIALS PVC materials used in PR200, PR160. PF1125. and PR100 pipe, manufactured by
NORTH AMERICAN PIPE CORPORATION, comply vr=th ASTM Standard 0-1784 and are approved by National
Sanitation Foundation for potable voter use. Pipe is made from a virgin PVCoompou nd vrlth a cell classification of
12454-8; the established hydrostaticdesign•basis (HDB) rating is 4,000 psi at 73,4aP (23°C). The Standard
Thermoplastic Pipe MaterlAl Designation Code is PVC 1120L
PIPE '—' Physical dimenetons and tolerancng of PR200, PR160, PR125.and PA100 pips, manufactured by
NORTH AMERICAN PIPE CORPORATION, ate within the requirements of ASTM Standard D-2241, Product
Standard PS-22-70 and the National Sanitation Foundation Standard 14. Boned -end PR200, PR160, P8125, and
PR t 00 pipe made for g asket Joints by NORTH AMERICAN PIPE CORPORATION, meets the above specifications
Including ASTM D3138. White Is the standard color with blue aptivnal.
GASKETS AN D LU BRI CANTS Gaskets end Lubricants are compatible with the plastic
material In NORTH AMERICAN PIKE CORPORATION pipe and In combination with them will not adversely effect
the potable qualitiaa at the water. Erich gasloet la factory irmtaaed in bell -end pipe. Gaskets and joints meetall
requirements for performar4e as apeaif €ed In ASTM D,31 S9 and F-477. All NORTH AMERICAN PIPE C4RPi RA-
TION gaskets are factory installed and have a steel reinforcing dng. (Locked-IrO
FITTI N GS -- Gadwted ftt*VA supphed by NORTH AMERICAN PIPE CORPORATION, meetthe requim .
ments of ASTM Standards, D-3139. Said fittings are approved by" National Sanitation Foundation for potable
water and haw wwWna pressures of 200 PSI at 73,4'F uni m othoWse noted.
MARKING —PR200, PR M PA125, and PR100 pipe, are marked as prescribed in ASTM Shuxi +d
D•2241 i.e. nominal pipe air* type of ple0c pipe material. pipe dimension raft preesure rasing, ASTM specification
designation number, `manufacturers name and ood% and TW NaWnal Sanitation Foundation+sesi for potable water.
N PLANT TESTING —Per ASTM a2241:
1. Pipe shall be homogeneous throughout and freefrom visible cracks, hohm forolm inciLwAnak avid otherdefooM
2. Wall 7hkhmet% Outside Dlaawter, and Ovalily - Once per hoot. Meth)d: ASTM 0.2122.
3.. QUICK BURST - Every eight hours, Method` ASTM D•1599,
4. FLATTENING - Every sight hours, Method` ASTM D-2241 6.5.
5. IMPACT- Every eight houm Method -AWM 1}2444,
B. EXTRUSION QUALTI Y - Every eight #lours, Method ASTM D•21 b2
T. SUSTAINED PRESSURE- Twice per year. Method ASTM D-1598.
pap

1Ps
ES - PVC CRASKET PIPE
ASTM t-2241
Quantity ft2ured on 20 ft. lengths
PR 1Oa (SOR 411
outside
wskjM
Pig=
Bundles
Truckload
Sfre
Diameter
wan
Per Fact
{3urAO
TwMcad
PjaM
214"
2-875
.070
.402
1
12
44
go.$
3.wo
WS
OW
1
12
1 _
o 000
4"
4—qW
.100
LOW
76
19
912
1S 40
B"
8.62a
28
12029
382
7AW
.161
2-176
14
4014
8"
8.825
.910
3M1
24
4024
242
4MO
18
2018
2#
402d
18
2015
10"
10.75D
.28$
4759
12
f 2
1"
12"
1 Z.7$0
.310
8194
8
8 j"
9B
1,A60
4
204
6
�G
3
20
PR 125
WR 3Zbl
Outside
W44M
P-MM
BuU&M
Tnxmwd
Sae
r
4ffe11
Per Foot
Butwe
Thickked
P1AOes
P"
2.37S
A"
A48
259
12
3,108
1i2,160
2%11
2.875
AW
186
12
2S2
V
AM
.108
.?07r
125
12
1.5w
MAW
4"
AM
.138
IA46
76
18
91$
19940
6"
6.M
28
120=
892
7A40
Ma
2.720
14
4 14
9"
a625
.�
; . 4,514
84
4094
242
4A W
1a
201a
.20
40M
16
2015
10"
10.750
390
7.2?5
12
12
144
12"
127w
.10
10.182
8
see
Be
1,9RQ
4
204
6
bale
a
2
PR 16
WR 26
Outside
MAOMI .
Me=
Out "
Tcuddoad
Sirs
wait
Per FoM
Bundle
Trualdaed
Room
1.9w
2'14
24
4.672
97r4'Md
2.375
.487
A28
2
12
aig
Ozim
rn'
2$75
.110
lay
106
12
24M
44,840
3"
a -SW
.135
Am
125
12
1600
30A00
4"
4-6W
_173
'1."9
7a
2
912
1
e"
GAO
3"
28
12e28
392
7.M
14
4Q14
W.
LOS
.392
8.731
24
4024
242
4,940
18
2018
20
40M
15
2015
1D"
14 7w
.413
81i4C
12
12
144
2 89R
12"
IZ750
.490
12a621
8
6"
98
1,960
4
204
8
No
PaO 4 17te aWw MbAw ut" 4p*
b Mw 315 eaoegot !br We# Thtk ressm end WOLQ M Per rvat

4 ..� v�r • .. v.. +.V •JV •aarA VAY Mir "" ..ra-
LARGE DIAMETER IRON -PIPE STANDARD P.D. PVC PIPE
• NAPCO is expanding Its hne of IPS O.D. PVC pipes • Backed by NAPCO expertenco in large diameter
to 14", 16", & 16". PVC supply then fofm mains, irrigation systems
• NAPCO PVC Pressure Pipeswith pressure rating of O The deep bells of the NAPCO poe joint wish locked.
200 PSI (SDR 211160 PSI (SDR 28),126 PSI ($DR in gaskets provide unmatched perto manoe, proven
32.5) and 100 PSI (SDR 41 in years of Iarge d nmeter pipe service.
• NAF. listed compound and pipe for potable water
applications. I PS CLASSES PVC CASKET PIPE
ASTM D-2241
(Quantity figured on 20 ft lengths) .
I. P.S. C.D. PVC PIPE
SIR 21
Size
Outside
Diameter
Wail
Weight
Per Foot
Feet Per
Ekmdla
Feet Per
Tnxld)ad
14"
14.000
.667
18.770
120'
1.440'
i t3"
16.000
.762
24.636 11204,
80'1 606, & 40'
1,200'
loop
18.000
.857 1
31.424
120'. 80'. 60'. & 40'
1,000'
SDR 25
Size
Outside
Diameter
Wall
Weight
Per Feat
Feet Per
Bundle
I Feet Per
Trvddoad
14"
14.000
.538
15.315
120,
1,440'
16"
16.000 A
..615
20 248
1201, 80', 60'. & 40'
1,000'
mow
.d98
25.631
120% 80', $01, & 40'
1,000'
SDR 32.5
Size
Outside
DWrieler
Wall
Weight
Per Foot
Foot Per
Bundle
feet Per
Trtr-ldoad
14"
14.WO
.431
12.344
120'
1,440'
16"
16.000
.402
16.335
1201, 80', 60', 8 40'
1,000'
late
18.000
5-54
20.
120', 80', 60'. 8 40'
1,0'
SDR 41
Size
Outside
C* uneW
Wall
Welght
Per Foot
Feist Per
Bundle
Feet Per
Tnu�doad
14"
14.000
.341
9.657
120'
1,440'
16"
16.000
.390
13.038
12 W, 60', 60'. 8 40'
1,000`
f 8op
18. ocio
.439
i ozi o
120', 80', 60'. $ 4011
1, D00' .

Aa u , , , , ,_ u.4 v 16 ana A55UUTA i. CO
Safe Filling.Rates .For Mainline Pipe.
It is very important when filling an empty or near empty mainline not to
exceed velocities of 0.5 to 1.0 feet per second. Filling a mainline
faster than 1.o fps may not a]low the'air in the pipe to be properly
evacuated. Therefore the following chart indicates the approximate
maximum fall rate (GPM) for most PVC, AC and ductile iron pipe. lines.
Nominal Maximum
Diameter- Fill Rate -
Inches �.
2 11
21 15
3 -24
4 40
6 80'
8 150
10 250
12 350
14 475
16 620
18 780
20 980
a 24 1400
Pump Stations should bd selected that will allow the fill rate to be
adjusted accordingly. The fill rate can be increased at a. rate of
one (1) gpm every two or -three seconds. This amounts to an average
increase of 30-gpm every minute during a refill. operation..
It is necessary to use a "refill procedure" anytime a mainline has
drained down by 10% of its volume capacity.

FIGURE 3: Coefficient of. Flow
Pipe C-Value
Old Steel 100
Aluminum with couplers i20
Cement Asbestos 140
Plastic 150
As you can see, this formula is quite complicated. Figure 4 is a chart showing pressure losses and
velocity for various pipe sizes at various gallonages (NOTE: Chart is for class 160 PVC with a C Value
of 150).
EXAMPLE:
Pipe = PVC (Glass 160)
Size w 10"
GPM = 1000 GPM
Length of Mainline = 1300'
From the chart, we find the PSI loss per 100' _ .21 x 1300' = 2.73 PSI over 1300' of run
100
Head = 2.73 x 2.31 6.28' of head over 1300' of run
Velocity (1) = 4.15 ftlsecond
We can use the chart along with the conversion factors list on Figure 4 to determine friction loss
for steel, aluminum and asbestos cement.
EXAMPLE:
Pipe = Steel
Size = 10"
GPM = 1000
Length = .1300'
Friction loss'in 1300' PVC = 2.73 PSI 6.30' head
_ Factor for steel x2.12 ' x2.12
Friction loss for 1300' of steel = 5.78 PSI or 13.36' head
Velocity (V) = 4.15'lsec. (same as PVC in previous example)
A RainBlyd slide rule makes this determination very rapidly without need for calculation.
After obtaining the friction loss per 100 foot of pipe and multiplying this by the feet of pipe divid-
ed by 100, the total pipeline friction loss is known and can be used In the total head determina-
tion as well as compared economically for proper pipe size.
You may incur instances where either the chart In Figure 4 or the RainBird slide rule cannot
be used. It will then be necessary to calculate the friction "loss and velocity. To do this, use the
formula In Figure 5.
M

..=
Water Hammer
Size
A V Q
Q
Water Hammer
sa.ft. ft./sec. ,S,..r
G.P.M.
PSI- 1.000'-1sec.
2"
0.0262 5 0.131
59
350
4"
0.0941 5 0.471
2I1
350
6"
0.2039 5. 1.020
457
350
8"
0.3457 5 1.729
774
350
10"
0.5372 5 2.686
1,20
350
120'
0.7556 5 3.778
1,693
350•
1511
I.1547 5 5.773
2,586
350
where:
P = Pressure Rise (PSI) abovc
static pressure
V = Velocity (ftJsec.
L = Length of pipe ahead of the valve causing
the hammer. (ft.)
T = Time required to close the
valve (sec.)
P = 0.070 VL/T
P = 0.070 5(1,000)/I
P. = 350 psi above static
pressure
Water
Hammer
vs. Velocity
SA z e A sq t V t/sec.
crs
g2m Waier
Hammer.
6" 0.2039 1
0.2039
91.
70
2
0.4078
183
140
3
0.6117
274
210
4
0.8156
365
280
5
I.0195
457
350
6
1.2234
548
420
7
1.4273
639
490
8
-1.6312
731
560
9
1.835I
822
630
10
.�2.0390
913
700

i r ' THRUSTBLOCKS3
Thrust blocking prevents main line from moving when the pressure load is applied- In ef-
fect, the thrust block transfers the load from the pipe to a.wider load bearing surface. Thrust r,
blocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
.;aps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most -cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Pipe Line
Dead End
or Tee
900
Elbow
450
Elbow
22W°.
Elbow
111211
2.94
4.16
2-25 .
2 "
4.56
6.45
3.50
1.78•
21/2 "
6.65
9.40
5.10
2.60 .
3 "
9.80
13.9
7.51
3.82
31/2 "
12.8
. 18.1
9.81
4.99 -
4
16.2
23.0 •
12.4
6.31
5
24.7
35.0
18.9
9.63
6
34.8
49.2 -•
26.7
13.6
8
59.0
83.5
45.2
23.0
10
91.5
130.0
' 70.0
_
35.8 '
12 "
129.0
182-0
98.5
50.3
STEP 2. Determine the bearing strength of the soil from the table below:
Soils and.Safe Bearing loads
Lbs Sq. Ft.
Sound Shale
10,000 -
Cemented Gravel and Sand
difficult to pick
4,000
Coarse and fine compact Sand
3,000
Medium Clay'- Can be spaded
2,000
Soft Clay
1,000
Muck
0
STEP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed:\ "1
3Certain Teed and Installation
Code 40-22-16H
5/ 1175
2-15

CONSTRUCTION OF THRUST BLOCKS
Y ' Thrust blocks are anchors placed between pipe or fittings and the solid trench wall. They
can be constructed from available lumber If. braced properly.
However, the recommended blocking is concrete which is calculated to have a compres-
sion strength of 2,000 pounds per square inch. The mixture is one part cement, two parts washed
sand and five parts gravel.
Thrust blocks should be constructed so the bearing surface is in direct line with the major
force created by the pipe or fitting. See diagram. The earth bearing surface shouid be undis.
turbed. Only the simplest of forms is required. Typical thrust block installations are shown in
Figure 8.
FIGURE 8
J
ME

Start
Evskuu spoon ar
fora, POW MvM.
Marche"reoxid
Id Y brrm
{Fmeboard plea 25-"-.
244wv storm?
/ M tNa ppoo�
dD� mon B+an Cn
Oaf1n>atWtRtrrtlmrt
rok>rlrai
Rams trn Wta.
beaw ud ae+oum o1
a*wrt ingatad for eaM
1ppiKawn avert
Yaa
30 i•a+.aob.d+vn1w DO Not lrftate
9�+9 orwtrrin
UP of b" PW"d 7
NI I
slw..an.rwr.
Obfah a v�
WWMt Ito days of IpPftdm
At Maft 1 tint par VW. aaf
a wrflr YflgagaMq�pawK
eiioltitlon to appM mna
anrau�aMhoeXnxraf(.
Flan Cn tarpat
Mrafirallabfa
rasa far net vap ban
spud?
L4> YIs a ramp'
•Fig. 5--1. Nutrient management and irrigation tcbeduling decision -making flowebart.
Basic Soil -Water RelationshlPs
Before attempting to measure or esrimate sod -water content, you should
understand some basic soil -water relationships. Important terms you should be
Nonb QMIW a Stan Univnsuy
0
5A.3

Narrative of'Sofid Set Irrigation System. -
I) Startup:
The pump should be primed. and tl:. n ;tarred by usillu tliC Imrirp ;I"11-ter pallel. The pte
valve or butterfly valve should be ooeiied slowly to allow the fines to fill slowly, to avoid
any sudden water hammer in the p\ pipe. Once the lines are filled and you have water
coming out of the guns, the valve should be adjusted to the specified pressure in the
Irrigation Plan. Each gun should be run on a riser for no more time than specified by the
Irrigation Plan.
2) Shutdown:
Shut down only involves shutting (; xii the I)owcr to your eleuiriC pump and motor. The
guns should be removed and the rise rs capped off to avoid any extra application of water.
3) Regular Maintenance:'
Regular checkups and inspections he made Of the pc>>np, suction line, risers, and
guns. The suction should be kept cl::ar.of any trash, the guns, pump and motor should be
kept greased. All electrical connections should be kept to code at all times.
4).Winterization:
All lines should be drained as much :;s possible. Suction line should he removed from the
water. Guns should be removed Cro::1 risers ;Ind the risers should be Capped ofl' Tfie
pump and motor should be drained :-;d greased

,UZMGATION SYSTEM CALIBRATION DATA SHEET FOR STATIONARY SPRINKLER
Date Farm Tract No.
Effective'sprinkler area: Lateral spacing ft by spacing along Iaeral ft = ft2
Sprinkler: Make Model Nozzle Dia. Discharge GMP
Pressure: Sprinkler Pump Pressure
b. Spacing between collection containers (sprinkler spacing (ft)/4) = ft
C. Number of collection containers
d. Start of Irrigation event
e. End of Irrigation event
f. 'Duration (e-d) hours
g. Operate the system and collect data
i,
i
1
WW sl>r+a
Gauge Volume Overly:, Corrected Deviation
NO. Collected AdjustmL%.: Volume from average
l
3
4
5
5
7
8
9
10
11,
12
13,
14
I5
16
17
18
19
20
21
22
23
24
25
26
27
'8
19
30
31
32
I
5
9
13
77
25
C
0
U
0
i
12t
7
0
1
129
0
2
A
10
14
18
22
23
30
0
0
0
0
0
.0
a
0
3
7
11
IS
19
23
27
0
0
0
0
0
a
131
0
a
4
9
12
is
20
2A
28
32
0
a
0
0
0
0
0
0

1
6
9
13
17
21
26
29
0
0
0
0
0
0
0
0
2
6
10
14
18
22
26
30
0
0
0
0
0
0
0.
0
3
7
11
15.
19
23
27
31
0
0
0
0
0
0
0
0
4
B
12
16
20
24
26
32
0
0
0
0
0
0
0
0
h. sum of all catches inches
i. average application depth (h/c) inches
(i)
r precipitation rate =------------- = inches/hr
k. sum of all deviations from the average catch
1. average deviation from average application depth
m. Uniformity coefficient
Ue=------------ ------------------- X 100 =
(i).
Interpret the calibration results.
An application uniformity greater than 75 is excellent for stationary sprinklers.
Application uniformity between 50 to 75 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 50 is not acceptable for wastewater irrigation. If the
computed Ur is less than 50 percent, system adjustments are required. Contact your irrigation dealer or
Certified Technical Specialist for assistance.

IRRIGATION DESIGN
JAMES B. JONES
SCALE: 1 " = 300'
i
w. LEGEND
f X SPRINKLER LOCATION
o PUMP LOCATION
6" PVC MAIN AND LATERAL LINE
4" 4" PVC LATERAL LINE
3" 3" PVC LATERAL LINE
Z" 2" PVC LATERAL LINE
- - DITCH
111 BUFFER
DENOTES PIPE SIZE CHANGE
• VALVE
NOTES:
1) THRUST BLACKING SHALL BE PROVIDED AT ALL BENDS, TEES, DEAD
} ENDS AND MHER SPECIAL FTITLNGS WHICH REQUIRE RESTRAINING.
2) MAINLINE PIPE AND LATERAL SHALL BE 6- PVC PR 200 (SDR 21) AND 4'
THRU 2- PVC PR 160 (SDR 26) AND SHALL BE BURIED TO HAVE AT LEAST 3
FELT OF COVER.
3) ZONES 1, 2A, 2B, 3A, 3B, 4, 5A, 5B, 7, 8B, 9, 11A. IIB, AND 12 WILL BE
EQUIPMD WITH SENNINGER 7025 SPRINKLERS WIT}tA 114' NOZZLE.
4) ZONES 6, 8A, l0A AND 10B %%IU BE EQUIPPED WITH SENNINGIR 5023
SPRE4KI�RS WITH 114' NOZZLE.
ltlKrar.
CAF?O�`:
•;FESS/n• y�
• GIiJE • �
f0 o ps)"Z�t`�
M. Floyd Adams P.E.
June 12 1997

State of North Carolina
Department of Environment, R CAI
Health and Natural Resources
Division of Water Quality sip +p 2 fggT
James B. Hunt, Jr., Governor BY:
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
August 28, 1997
CERTIFIED (MAIL
RETURN RECEIPT „REQUESTED
S & J Farms Inc
S & J Farms #2
PO Box 332
Warsaw NC 28398
Farm Number: 31-788
Dear S & J Farms Inc:
ALT.3mi
00
�EHNR
You are hereby notified that S & J Farms #2, in accordance with G.S. 143-215.1OC, must apply
for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has
thirty (30) days to submit the attached application and all supporting documentation. In accordance
with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date.
Your application must be returned within thirty (30) days of receipt of this letter. Failure to submit the
application as required may also subject your facility to a civil penalty and other enforcement actions for
each day the facility is operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package. The
signed original application, one copy of the signed application, two copies of a general location map, and
two copies of the Certified Animal Waste Management Plan must be returned to complete the application
package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
+. Permits and Engineering Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any question concerning this letter, please call Mike Lewandowski at [phone]
extension 362 or Dave Holsinger with the Wilmington Regional Office at [phone].
Sincerely,
A. Preston Howard, Jr., P.E.
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
P.O. Box°29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources ` •
Division of Water Quality f
2
A-
James- 8. Hunt, Jr., Governor E31EHNF;Z-
April
S & J Farms Inc
S & J Farms #2
PO Box 332
Warsaw NC 28398
SUBJECT: Notice of Violation
Designation of Operator in Charge
s . - S & J Farms #2.
Facility Numb 1 -788
Duplin County
Dear Mr. S & J Farms Inc:
You were notified by letter dated November 12, 1996, that you were required to designate a
certified animal waste management system operator as Operator in Charge for the subject facility by
January 1, 1997. Enclosed with that letter was an Operator in Charge Designation Form for your
facility. Our records indicate that this completed Form has not yet been returned to our office.
For your convenience we are sending you another Operator in' Charge Designation Form for your
facility. Please return this completed Form to this office as soon as possible but in no case later
than April 25, 1997. - This office maintains a list of certified operators in your area if you need
assistance in locating a certified operator.
Please note that failure to designate an Operator in Charge of your animal waste management
system, is a violation of N.C.G.S. 90A-47.2 and you will be assessed a civil penalty unless an
appropriately certified operator is designated. Please be advised that nothing in this letter should be
taken as absolving you of the responsibility and liability for any past or future violations for your
failure to designate an appropriate Operator in Charge by January 1, 1997.
If you have questions concerning this matter, please contact our Technical Assistance and
Certification Group at [phone].
Sincerely,
for Steve W. Tedder, Chief
Water Quality Section
bb/awdesletl
cc: Wilmington Regional Office
Facility File
Enclosure
P.O. Box 29535, w FAX [phone]
Raleigh, North Carolina 27626-0535 Nl%f An Equal Opportunity/Afflrmafive Action Employer
Telephone [phone]Cr% recycles/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor.
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
December 8, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
S & J Farms Inc
PO Box 332
Warsaw NC 28398
RECEIVED DEC 1 5 1997
Subject: Notice of Violation and Revocation for'Nonpayment
S & J Farms #2
Permit Number: AWS310788
Duplin County
Dear S & J Farms Inc:
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an
animal waste management system permit will be charged in each year of the term an annual permit fee. Annual
permit fees are billed following the issuance of the permit and then annually thereafter on the anniversary of that
date. Your animal waste management system permit was issued on 9/15/97.
Your annual permit fee for the period of 9/15/97 - 9/14/98 is $200.00. Your payment was due
11113/97. Because this fee was not fully paid within 30 days after being billed, this letter initiates action to
revoke the subject permit, pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required
Annual Animal Waste Management System Permit fee for your animal operation is received within that time.
Operation of an animal waste management system without a valid permit is a violation of North Carolina General
Statute 143-215.1 and is subject to the assessment of a civil penalty of up to $10,000 per day. Your payment
should be sent to:
N.C, Department of Environment Health and Natural Resources
Division of Water Quality
Budget Office
P.O. Box 29535
Raleigh, North Carolina 27626-0535
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
�> it c'erely,
A. Preston Howard; -Jr.;'P.E.
cc: Supervisor, Non -Discharge Permitting Unit
Wilmington Regional Office
"Duplin County Health Department
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post -consumer paper

i
RECE11VED OCT 2 2 lop.
NC Department of
Environment, Health, and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405-3845
Dear Sirs:
S&J Farms Facility Number: 31-788 is in the process of adding to and smoothing the
inner walls of the lagoon. As we finish the smoothing process we will then add rye grass
and straw to the lagoons.
There was a question about the waste utilization plan concerning the fields on which waste
would be applied. To correct this problem I've carried the waste plan back to the
engineer. This plan should match up to every field on this facility.
If I can be of any further help please contact me at 910-296-1257 or 910-293-7011,
Sincerel
ames B. Jones.

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor
October 3, 1997
James B. Jones
S and J Farm #2
PO Box 332
Warsaw, NC 28398
Subject: NOTICE OF DEFICIENCY
S and J Farm #2
Facility Number: 31-788
Duplin County
Dear Mr. Jones:
Secretary
On September 29, 1997 Staff from the Wilmington Regional Office of the Division of Water Quality,
inspected your animal operation and the lagoon(s) serving this operation. It was observed that some erosion
of the clay liner has occurred on both lagoons. Large cuts were observed in various sections of the inner
and outer dike walls of the lagoons. It is our concern that some of these gullies'may become deep enough
to cut through the liner material and sacrifice the integrity of the structures.
As discussed at the time of the inspection, the cuts should be filled with a suitable clay material,
compacted and reseeded with an appropriate vegetative cover. In addition, as was discussed at the time of
the inspection, all acreage on which waste is to be.applied should be listed in the waste utilization plan. No
waste should be applied to these fields until the situation is corrected. We suggest that you contact your
service company, local NRCS or Soil and Water District office for any assistance they may be able to
provide to correct the situation.
To remain a deemed permitted facility, you must notify this office in writing within fourteen (14) days
of the receipt of this notice, what actions will be taken to comply with your waste management plan. Failure
to do so may result in the facility losing it's deemed permitted status, requiring it to obtain an individual non
discharge permit.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Z'312 636 555
US Postal Service
Receipt for Certified Mai!
No Insurance Coverage Provided.
Do not use for International Mail
See reverse
S8te, 8 23P Code C
s
3�
CermdFee
s
F-
RestridW ll*my Fee
LO
Whom & Date DehwW
RftnRecW gbWhom
0
DOTAL Postage S FA
in
PosWa* or Data
m
T
�49�
JI-00

James B. Jones
October 3, 1997
Page 2.
Please be aware it is a violation of North Carolina General Statutes and Rules to discharge wastewater
to the surface waters of the State without a permit and/or to fail to follow a certified waste management plan.
The Department of Environment, Health and Natural Resources has the authority to levy a civil penalty of
not more than $10, 000 per day per violation.
When the required corrective actions are complete, please notify this office in writing at the address
below. If you have any questions concerning this matter, please call David Holsinger, Andy Helminger or
Brian Wrenn at 910-395-3900.
Sincerely,
Brian L. Wrenn
Environmental Specialist
C,,F
cc: Billy Houston, County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
George Pettus, Goldsboro Hog Farms
Operations Branch
Wilmington Files

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
S & J Farms Inc
S & J Farms #2
PO Box 332
Warsaw NC 28398
r7l F�_ 7-1Z
NOV 12 '' •
------------------------
EDEHNR
November 12, 1996
SUBJECT: Operator In Charge Designation
Facility: S & J Farms #2
Facility ID#: 31-788
Duplin County
Dear Farm Owner:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. reston Howard, Jr., RE—.,Jctor
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P,O. Box 27687, NC W FAX [phone]
Raleigh, North Carolina 27611-7687 Vf An Equal O14Wpportuhity/Afllrmative Act Ion Employer
Voice 919-715-4100 1 7T ff P1 M!. 50% recycled/10% post -consumer paper