310219_HISTORICAL_20171231

NUHTH CAROLINA.AM
Department of Environmental Qual
2'
d

31 -2 19
WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Monday, June 24, 1996
Producer:
Farm Name:
Telephone # :
Type of Operation:
Number of Animals:
Application Method:
K & C Jones
Diamond "J" Farm
688 Bethel Ch Rd
Mt. Olive,NC 28365
[phone]
Wean to Feeder Shine
6400 pigs design capacity
Irrigation
RECEIVED /DENR/DWQ
Aquifer Pmtection Sedjon
APR 07 2009
APR 1 ¢ Z00g
By;
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananysis. 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, ft3, tons, etc.)
6400 pigs X 0.4 tons waste/pigs/year = 2560 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6400 pigs X 0.48 Ibs PAN/pigs/year = 3072 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD Les AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NACRE NACRE USED TIME
3629
1
GOLDSBOR00.2%
WA
1
100
0
1.9
190
SEP-APR
3629
1
GOLDSBORO 0-2%
SA
1
1101
0
1.9
2091
APR-JUL3625
1
JAUTRYVILLE ALL
BP
4.1
2051
01
3
615
MARSEP
3625
1- 1
1AUTRYMLLE ALL
SG
1
: U
0
3
3001
SEP- MAR
71468
1
GOLDSBORO 0-2%
WA
1
100
01
4.13
4131
SEP-ARP
71468
1
GOLDSBORO 0-2%
SA
1
1101
01
4.13
454.31
APR-JUL
3628
-'' 1
AUTRYVILLE ALL
BH
5.5
.275
01
17.83
4903.25'
MAR-OCT
3628
- 1
AUTRYVILLE ALL
SG
1
50
0�
17.83
891.5I
SEP-MAY
3628
�• 2
�AUTRYVILLE ALL
WA
j 11
100
0�
1.43
1431
SEP-ARP
3628
2
JAUTRYVILLE ALL
SA
1 11
1101
01
1.43
157.31
APR-JUL
3629
�• 2
GOLDSBORO O-2%
BH
6.5
325
0!
3.17
103025
MARSEP
3629
2
GOLDSBORO 0.2%
SG
11
1001
01
3.17
3171
SEP-MAR
3628
3
UTRYVILLE ALL
I WA
1 11
1001
01
6.53
6531
SEP-ARP
3628
3
JAUTRYVILLE ALL
SA
q
1101
01
6.53
718.31
APR-JUL
TOTALS: 9525.95
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
` Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES Las AW APPLIC.
DETERMINING PHASE CODE NACRE WACRE USED TIME
3624 4 GOLDSBORO 0-2% BH 6.5� 325 0 2.53 822.25 MARSEP
3624 I- 4 JGOLDSBORO 0-2% SG 11 100 0 2-531 2531 SEP- MAR
1075.25
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
. Indicates a Crop Rotation
Acreage figures may exceed total acreage in field due to overseeding.
"Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
rRnP rnnF CROP UNITS LBS NIUNIT
BH HYBRID BERMUDAGRASS-HAY
TONS
50
BP HYBRID BERMUDAGRASS-PASTURE
TONS
50
SG SMALL GRAIN OVERSEEDED
AC
50
ISA SUMMER ANNUALS
AC
110
IWA WINTER ANNUALS
I AC
100

TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW
N USED
TABLE 1 1 37-991
9,526
rTABLE 2 1 2.531
1,0751
TOTALS: 1 40.521
10,6011
AMOUNT OF N PRODUCED:
3,072
— BALANCE
-7,529
" This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter.
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 486.4 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.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.63 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (infhr) ANIT (inches)
3824
-4
GOLDSBORO 0-2%
SG
0.50
'1
3624
4
GOLDSBORO 0-2%
BH
0.50
'7
3625
A
AUTRYVILLE ALL
SG
0.60
'1
3625
AUTRYVILLE ALL
BP
0.60
'1
3628
-2,-1
AUTRYVILLE ALL
WA
0.60
'1
3628
AUTRYVILLE ALL
SG
0.60
'1
3628
-2,-1
AUTRYVILLE ALL
SA
0.60
'1
3628
JAUTRYVILLE ALL
BH
0.60
'1
3629
JGOLDSBORO 0-2%
WA
0.-%
'1
3629
JGOLDSBORO 0-2%
SG
0.50
'1

ease -1 OLDssoRoo-2% wn oso -T - - -i
71468 1 -1 — GOLDSBORO 0-2% ( SA ( 0.50 '1
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.

NARRATIVE OF OPERATION
Diamond J Farms owns Tract 3625 and would like the option of applying waste to this field
and crops as indicated in this WUP. The waste will be applied to this field with a
honeywagon or similiar equipment.
This WUP has been revised to reflect wettable acres.
This WUP utilizes the 1004b overseed option with the following conditions: (1) no animal
waste may be applied to the bernuda after August 31, (2) an application of 50 lbs/acre of
PAN may be applied from September 15 - October 31 and the remaining 50 lbs/acre may be
applied in February - March, and (3) the small grain must be removed (by cutting or grazing)
by April 7.
The irrigation equipment is a mini -gun operating at 55 psi and wetting a 170 ft_ diameter.
Maps with the set-ups are furnished and are based on 70% spacing of wetted diameter.
Table 6 of the Stationary Sprinkler Irrigation System guide for Irrigated Acreage
Determinations was used.
This WUP was amended 6/17/00 to reflect a C/W/SB rotation on T 71468, Field 1.
WUP was amended 1.26.05 to reflect a crop change of SA/WA in field 1 of Tract 3629 and
BH/SG in field 4 of Tract 3624.
WUP was amended 5/5/08 to reflect a crop change from corn -wheat -soybeans in field 1
Tract-71468 to WA&SA. Tract 3628 field 1-2-3 was added with a total of 25.79 acres to be
applied with a Honey Wagon.

State of North Carolina
Department of Environment
and Natural Resources RECEVD r•
Division of Water Quality _ 1
999
James B. Hunt, Jr., Governor MAR 0 1 1NCDENR
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Dire
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 24, 1999
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Dalton Keith Jones
Diamond J Farms
688 Bethel Church Rd
Mt. Olive NC 28365
Farm Number: 31 - 219
Dear Dalton Keith Jones
You are hereby notified that Diamond J Farms, in accordance with G.S. 143-215.1 OC, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has six 60 days to submit the attached application and all supporting documentation. In
accordance with hapter 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 sixty (60) 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
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call Susan Cauley at [phone]
extension 546 or Dave Holsinger with the Wilmington Regional Office at [phone]. _
Sincerely,
for A. Pres on owar , Jr., . .
cc: Permit File (w/o encl.)
Wilmington-Regional=Office:(w/o:enel')
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 Environi
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Dalton Keith Jones
Diamond J Farms
688 Bethel Church Rd
Mt. Olive NC 28365
Dear Dalton Keith Jones:
r "
�C- i /�0
JAN 0 6 2000
NiCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-219
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. IRRI, IRR2, DRY), DRY2, DRY3, SLUR), SLUR2,
SLDI, 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.
Sin
t�r 4
KerrT. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Revised January 22, 1995
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number3� -a\�
Farm Name: �i
On -Site Representative: / c
Inspector/Reviewer's Name: t
Date of site visit:_ I� h
Date of most recent WUP: 4 4 S
_ Operation is flagged for a wettable
acre determination due fo failure of
Part 11 eligibility item(s) F1 F2 F3 F4
v/ Operation not required to secure WA
determination at this time based on
exemption E1 E2 E3 E4
Annual farm PAN deficit:, r3g8 pounds
Irrigation System(s) - circle #: 1. hard -hose traveler, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable i
stationary gun system w/permanent pipe 7� stationary gun system w/portable pipe �Sc�
PART I. 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 D2/D3 irrigation operating parameter sheets, including map
/ depicting wettable acres, is complete and signed by an I or PE.
v 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 III. (NOTE: 75 °o exemption cannot be
applied to farms that fail the eligibility checklist in Part II. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part III).
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 III.

Facility Number -
Revised January 22, 19
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER','
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS'
3,b
a
�
I
I
I
I
I
I
I
I
I
I
I
I
I
I
(
I
(
j
FIELD NUMBER'
- hvdrant. Dull.
zone_ nr nnint nnmhcrc
___...-... ..._, taw v::1eiD numDers depending on CAWIAP
and type orin igation system. If pulls, etc. cross more than one field, inspector/reviewer 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 NUMBER' - must be clearly delineated on map.
COMMENTS'- back-up fields with CAWMP acreage exceeding 75% of its total acres and having received less than 50%
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.

Rzviscd Janua7v ".199
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 31,_ IM9
Farm Name: .,,_ ,
On -Site Representative: Ke, 1� Sees
Inspector/Reviewer's Name:_ C��tiQ
Date of site visit: 0a6 cil
Date of most recent WUP: 32497
Operation is'flagged for a wettable
acre determination due to failure of
Part 11 eligibility item(s) F1 F2 F3 F4
Operation not required to secure WA
determination at this time based on
exemption E1 E2 E3 E4
Annual fare PAN deficit: 3 83 pounds
Irrigation System(s) - circle #: 1. hard -hose traveler, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pi e; 5. stationary sprinkler system w/portable pipe;
(Dstationary stationary gun system w/permanent pipeC)stationary gun system w/portable pipe
PART I. 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 D2/D3 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 III. (NOTE; 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part 11. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part III).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements fisted 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 III.

Facility Number 3i - otD
Rn'ised Janu_:. 22, L
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
J P 1 O
36aS
°l l �t6g
3 6 2$
I I
3�aq
1,
FIELD
NUMBER'S
W
ki
TYPE OF
IRRIGATION
SYSTEM
t
TOTAL CAWMP FIELD
ACRES ACRES
n usr I I Gi oP G
n
I
11.03
COMMENTS'
11c4u numtstrt' -hydrant, pull, zone, or point numbers maybe used in place of field numbers depending on CAWh
and type of irrigation system. If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% field by field determination for exemption if possible; otherwise operation will be subject to l rA
determination.
FIELD NUMBERZ - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres and having receive-' less than 50%
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 irication system.

^_ Ins ts:i0 P.02/02
H•Physi'cat._ocs�
,EM- anagei s Name
Integrator's Name
'O'Site Nlap
II. Operation Info (Calcs 5pread5heet):
,fd'Animal capacity and type
g-Yearl% volume of w as:e
O-Yearly PAN'
❑-Land Requirements
III.NV)lP Review;
D-Site Evaluation
'0AV2ste Calculations
,O*Lagoon Design or Evaluation
J� 1 znd and Crop Requirements
❑-Irrigation Design or Evaluation
❑-SB 1217 Requ iement_c
IV, Other:
D-Public Response
©-Compliance/Certification Problc ns
O-Regional Response
a

State of North Carolina REC'D MAY 13 1999 0
Department of Environment
and Natural Resources RECEIVED
Division of Water Quality
James B. Hunt, Jr., Governor �r MAY 131999
NCDENR
Wayne McDevitt, Secretary �l NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
April 30, 1999
Dalton Keith Jones
Diamond J Farms -
688 Bethel Church Rd
Mt. Olive NC 28365
Subject: Certificate of Coverage No. AWS310219
Diamond J Farms
Swine Waste Collection, Treatment,;
Storage and Application System
Duplin County
Dear Keith Jones:
In accordance with your application received on April 13, 1999, we are forwarding this Certificate of
Coverage (COC) issued to Dalton Keith Jones, 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 Diamond J Farms, located in Duplin County, with an animal
capacity of no greater than 6400 Wean to Feeder 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. 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.
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.
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 AWS310219
Diamond J Farms
Page 2
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 Susan Cauley at [phone] ext. 546. -
Sincerely,
Kerr T. Stevens
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
NDPU Files

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Dalton Keith Jones
Diamond J Farms
688 Bethel Church Rd
Mt. Olive NC 28365
Farm Number: 31- 219
Dear Dalton Keith Jones:
a
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 24, 1999
N/ATE "OALRY E RECEIVED, ON
APR 1 31999
"ll-Discharge permitting
You are hereby notified that Diamond J Farms, in accordance with G.S. 143-215.10C, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has sixty (60) 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 sixty (60) 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
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call Susan Cauley at [phone]
extension 546 or Dave Holsinger with the Wilmington Regional Office at [phone]:
Sincerely4Presol
for A.owar , Jr.,
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

1.
2.
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality . _
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
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.
GENERAL INFORMATION:
1.1 Facility Name: Diamond J Farms
1.2 Print Land Owner's name: Dalton Keith Jones
1.3 Mailing address: 688 Bethel Church Rd
City, State: Mt. Olive NC Zip: 28365 _
Telephone Number (include area code): 658-9845
1.4 County where facility is located: Duplin
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): North of Summerling Crossroads. Take SR 1505
from CR 1004. Farm is 0.3 miles past SR 1500 on right.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Goldsboro Hog Farms
1.8 Date Facility Originally Began Operation: 07/05/94
1.9 Date(s) of Facility Expansion(s) (if applicable): _
OPERATION INFORMATION:
2.1 Facility No.: _31 (county number), _219_ (facility number).
2.2 Operation Descript of n Swine operation
We —an to Feeder
6400- Certified Design Capacity
Is the above information correct? ® yes; Mno. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 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:
FORM: AWO-G-E 5/28/98
RECEIVED
VIAT.cR OUALIIYSECTION
APR 1 31999
Page 1 of 4 31- 219 Nor-Disaharge % nimng

2.3 Acreage cleared
t�and
µavailable for application (excluding all required buffers and areas not covered by the application
system): 13..09 ; Required Acreage (as listed in the AWMP): 14.13
2.4 Number o lagoon storage ponds (circle which is applicable): 2
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable.siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 2- 1-7-43
What was the date that this facility's land application areas were sited? 1-25-qy
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 31- 219

Facility Number: 31 - 219
Facility Name: Diamond J Farms
4. APPLICANT'S CERTIFICATION:
t, DAtiON kViTN TONES (Land Owner's name listed in question 1.2), attest that
this application for 9[AMOND T FAsrn^S (Facility name listed in question I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be retumVd to me as incomplete. �1
7 5
Signature Date •' � 4 �.
5. MANAGER'S C TIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
.has been reviewed by me and is accurate andcompleteto the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: - [phone]
FAX NUMBER: [phone]
Re �vS� ON
NJA�
pPR � 31999
t1omDlsohal9e vemnttin9
FORM: AWO-G-E 5/28/98 Page 3 of 4 31- 219

WAS- •g IGJ GZ=a PL;%_ C3a"LTI?ICaTIOIT YOA Nnd'OR .ENDED YEEJLOTS
'lease =Stu --a the eeraleted foa to the Division of Y5vi=o_aatal Management at
:h- add=eaa oa the=SVSrse mid& of thin for=..
TA .a of farm (Please print) : VIA'br+v Y FAV6 -
.ddress • YvG'17aEL MT Lr NG 3G
Phone No.: R�q
Count 'D�Lt '
'ar= location: Latitude and Longitude-4.1 / '3. 4-(required).#_Also,.
Tease attach a copy of a county road map wit location identified: -
.ype of operation (swine, layer, dairy, 'et
)esign capacity. (number of animals)': d
average size of operation'(12 month population. avg.): 000-
Werage acreage needed for land application of waste (acres):
......aaaaaaaaaaaaaaazaaaaavaaaaazzaaavazaaasaaa ...... a......aaaaaaaaaaaaaaazz
:echn-ical Specialist Certification - -
as a technical specialist designated by the North Carolina Soil and water-
-onser-vation Commission pursuant to i5A-NCAC 6F..0005, I certify that the new or
axpanded animal waste management system as installed for the far= named above
gas an animal waste management plan that _.meets the design,_.constructicn,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation-Cc=ission pursuant to iSA NCAC 291.0217 and.
15A NCAC 6F .0001-.0005. The following elements and their corresponding minim=
criteria-haue_been verified by me or other designated technical specialists -and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons�or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of,
applications; application rates; loading rates; and the control of .the discharge
of pollutants from stor=water runoff events less severe than the 25-year, 24-hour
storm.
a of Tecb.-mical .Specialist (Please Print) : VfiOwfe n - IVI Iu -� .
:iliatioa: Br4VrR6NW4EWML EN(nNEER� bOL�ipvp¢p Of& PA:*W5INd-
Address (Agee 1) : P• Hong BDL Phone No. Nlcl-712-3130
�� Date: O5du1- (94
Signature: -
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Owner/Haaager Agra ent
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional 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) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through .
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the fa --a and at the office of the local Soil and
Water Conservation District.
Nape of Land cw=er (Please Print) : DALjOrJ VC-11- 1 J0111*
Date: 'KJW44 '
NacS�of Ma:ager, i£ diff rent from (Please print):
/ �Jc dS tY V4
Signature: D 212 Date -
Note: A change -in land owngf'ship requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environ.•nental Management within 60 days of a title transfer.
DU4 USE 0NLY:AC1tw#
32M f4tC% (ES
EO R eitiv-

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Monday, June 24, 1996
Producer: K & C Jones
Farm Name
Telephone # :
Type of Operation:
Number of Animals:
Application Method:
Diamond'J" Farts
688 Bethel Ch Rd
Mt. Olive,NC 28365
[phone]
Wean to Feeder Swine
6400 pigs design capacity
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
6400 pigs X .4 tons waste/pigs/year = 2560 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6400 pigs X .48 Ibs PAN/pigs/year = 3072 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE t : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NACRE N/ACRE USED TIME
3629
1
GOLDSBORO 0-2%
BH
6.5
325
0
1.9
617.5
MAR-SEP
3629
1
GOLDSBORO 0-2%
SG
1
100
0
1.9
190
SEP-MAR
3625
1
AUTRYVILLE ALL
BP
4.1
205
0
3
615
MAR-SEP
3625
- 1
AUTRYVILLE ALL
SG
1
100
0
3
300
SEP-MAR
71468
1
GOLDSBORO 0-2%
SA
1
110
0
4.13
454.3
APR-JUL
71468
1
GOLDSBORO 0-2%
w
60
144
0
4.13
594.72
SEP-APR
3629
2
GOLDSBORO 0-2%
BH
6.5
325
0
3.17
1030.25
MARSEP
3629
2
GOLDSBORO 0-2%
SG
11
100
01
3.171
317
SEP-MAR
TOTALS: 3594.26
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE WACRE N/ACRE USED TIME
3624 4 IGOLDSBOR00.2% WA 1� 100 0� 2.53 253� SEP-ARP
3624 - 4 GOLDSBORO 0-2% SA 1 110 - 0 2.53 276.3 APR-JUL
TOTALS: 265.65
— Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
. Indicates a Crop Rotation
Acreage figures may exceed total acreage in field due to overseeding.
"Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROPCODE CROP
UNITS LBS N/UNIT
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50
BH
HYBRID BURMUDAGRASS-HAY
TONS
50
SG
SMALL GRAIN OVERSEEDED
AC
50
SA
SUMMERANNUALS
AC
110
W
WHEAT
BUSHELS
2.4
WA
WINTERANNUALS
AC
100
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1
12.2
3,594
TABLE 2
1 2.531
266
TOTALS: 1 14.731 3,860
AMOUNT OF N PRODUCED: 3,072
"BALANCE -788 "
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 486.4 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.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.63 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (in/hr) AMT (inchesf
3624M-4GOLDSBORO
OLDSBORO 0-2%T-
0.50
'1
362q
0-2%
0.503625UTRYVILLE
ALL
0.60UTRYVILLE
N625
ALL
0603629OLDSBORO
0-2%
0.503629OLDSBORO
0-2%
05071468OLDSBORO
0-2%
05071468OLDSBORO
0-2% -
0.50
'1
Page 4

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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 5

NARRAtIVE OF OPERATION
Diamond J Farms owns Tract 3625 and would like the option of applying waste to this field
and crops as indicated in this WUP. The waste will be applied to this field with a
honeywagon or similiar equipment.
This WUP has been revised to reflect wettable acres.
This WUP utilizes the 100-lb overseed option with the following conditions: (1) no animal
waste may be applied to the bermuda after August 31, (2) an application of 50 Ibs/acre of
PAN may be applied from September 15 - October 30 and the remaining 50 Ibs/acre may be
applied in February - March, and (3) the small grain must be removed (by cutting or grazing)
by April 7.
The irrigation equipment is a mini -gun operating at 55 psi and wetting a 170 ft. diameter.
Maps with the set-ups are furnished and are based on 70% spacing of wetted diameter.
Table 6 of the Stationary Sprinkler Irrigation System guide for Irrigated Acreage '
Determinations was used.
Page 6

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or -land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject.
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy 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 is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, 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 Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year 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
Stantard 393 -Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
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 anv residential orooerty boundary
Page 7

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist'.
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). 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 woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is 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 as a preemergence with no other 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 fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
Page 8

23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 9

NAME OF FARM: Diamond"J" Farm
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify 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 OW ER: K & C Jones 4
SIGNATURE: DATE:
NAME OF MANAGER (' ifferent from owner):
please print
SIGNATU
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Goldsboro Hog Farms, Inc.
ADDRESS (AGENCY): PO Box 10009
Goldsboro, NC 27532
[phone]
SIGNATURE: %� DATE: OS hQRr L R&j
Page 10

.=4ar-04-98 04:33P Goldsboro Hog Farms 919 778 5762 P__02
ANZMAL WASTE UTZLIZ)►TZON PLAN..
i
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only 11 additional land Aas to be leased, etc.)
I, _xi r-bV TonC5 hereby give Xei�k jon es-DinMona'JFAI-MS
permission to apply animal waste from -his Waste Utilization System
on ..(p nacres of my land for the duration of time shown below.
The field(s)' on which waste can be applied are shown on the
attached map.
1, I understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops. i also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner: vij�oo Date: 98_
Waste Producer: iiln� cCSFa�.NS Date: %—/-98
Technical Representative: Date:
SWCD Representative:
Date:
r
Term of Agreement: 0. 1931 to.%- / a _—
(Minimum of Te Yesre on Cost Shared items)
(See Required Specification No. 2.)
�• _ --- Pave: 12
MAR-03-19% 16-09 919 778 5762 93% P•02

_fi4ar-04-98 04:33P Goldsboro Hog Farms .919 778 5762 P.03
ANZHAL ii]ISTE OTZLYZATION PLJIN
t
STATE OF NORTH
CO
I,-
F
Public of said
- 1/ - 1
,_do hereby certify that
a Notary
pera6nally-appeared Before me this day and acknowledged the due
execution pf the foregoing instrument. ) _
WITNESf my hand and official seal this / day of
My,'co fission expires
(SEAL)
a_dh
Page: 13
MAR-03-1998 16:09 919 WS 5762 93*/ P.03

Source
tanks
•
■
0
Swine Farm Waste Management Odor Control Checklist
Cause BMPs to Minimize Odor
e production O Vegetative or wooded buffers;
L9 Recommended best management practices;
f3 Good judgment and common sense
[a' Dry floors
(T Slotted floors;
7 Waterers located over slotted floors;
O Feeders at high end of solid floors;
fa' Scrape manure buildup from floors;
O Underfloor ventilation for drying .
• urine; Frequent manure removal by flush, pit
• Partial microbial decomposition or scrape;
O Underfloor ventilation
• Volatile gases; fa' Fan maintenance;
Dust ta' Efficient air movement
Dust
• Agitation of recycled lagoon
liquid while tanks are filling
Flush alleys Agitation during wastewater
conveyance
Pit recharge points • . Agitation of recycled lagoon
liquid while pits are filling
Lift stations • ,Agitation during sump tank
filling and drawdown
Outside drain collection • Agitation during wastewater
orjunction boxes conveyance
AMOC - November 11, 1996, Pagc 3
O Washdown between groups ut ,u,u uu,
W Feed additives;
O Feeder covers;
9 Feed delivery downspout extenders to feeder
eever9
O Flush tank covers;
13' Extend fill lines to near bottom of tanks with
anti -siphon vents
O Underfloor flush with underfloor ventilation
fa' Extend recharge lines to near bottom of pits
with anti -siphon vents
O Sump tank covers
Box covers

lagoon
nozzles
surface
conveyance
Volatile gas emissi
Biological mixing;
Agitation
• High pressure
• Wind drift
or basil • rarual miumula, ucw...r•
• Mixing while filling;
• Agitation when emptying
Settling basin surface
•
Manure, slurry or sludge •
spreader outlets •
Mixing while filling;
Agitation when emptying
Volatile gas emissions
Uncovered manure, Volatile gas
slurry or sludge on field drying
surfaces
pits
Proper lagoon liquid capacity;
W Correct lagoon startup procedures;
Gr Minimum surface area -to -volume ratio;
B' Minimum agitation when.pumping;
O Mechanical aeration;
9 Proven biological additives - wh.+Ov-e
(R- irrigate on dry days with little or no wind;
GY Minimum recommended operating pressure;
a- Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
O Bottom or midlevel loading;
O Tank covers;
❑ Basin surface mats of solids;
O Proven biological additives or oxidants
level;
O Remove settled solids regularly
O soil Injection of s.u.rym.uubw,
❑ Wash residual manure from spreader after use;
O Proven biological additives or oxidants
O Soil injection orslurry/sludges
❑ Soil incorporation within 49 hrs.;
O Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
composition B Proper disposition of carcasses
composition ❑ Complete covering of carcasses in burial pits;
O Proper location/construction of disposal pits
O Secondary
AMA" - November 11, 1996, Page

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; 9 Grade and landscape such that water drams
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • . Poorly maintained access roads or Farm access road maintenance
public roads from farm
access
Additional Information :
Swine Production Fans Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management:for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment.; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available From
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5.

Insect Control Checklist for Animal Operations
Gutters • Accumulation of solids O Flush system is designea ano operatcu
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
Lagoons and Pits • Crusted Solids 9 Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation IT Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
• Feed Spillage O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
gr Clean up spillage 'on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval'
durinn winter).
ues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around reed storage as
needed.
AMID -November 11, 1996, Page I

Dry Manure
Systems
Cause BMPs to Control insects.
Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
wastes O
51
Remove spillage on a routine basis (e.g., 7 - I
day interval during summer, 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC - November 11, 1996, Page 2

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

it tf�t� j'irli;•4� r�`� Its y) day{•,,t•`� � R,\.,�
jtR4�,h:4,nU,'vtYJ{
t r 1
it
Nil
i✓r �
.r:�l.,I., ,
'mil
Yr 7
.gin t,yl'
o�
)

'
3

Table 6. Irrigated Area Allowances for Stationary Sprinkler Systems on any Pattern where
(Lateral and sprinkler spacing greater than 70 percent of Wetted Diameter)
Existing System with New or Modified System Existing Excessively
multiple laterala with multiple laterals Single Spaced
net wetted net wette ea gn design Laterals Sprinklers
area of an area of an area of an area of an net wetted design area
wetted interior exterior interior exterior area of each of each
diameter sprinkler sprinkler sprinkler sprinkler sprinkler sprinkler
(A) (B) (C) (D) (B) (F)
85
0.079
0.079
•
•
0.079
0.079
90
0.089
0.089
•
•
0.089
0.089
95
0.099
0.099
•
•
0.099
0.099
100
0.110
0.110
•
•
0.110
0.110
110
0.133
0.133
•
•
0.133
.0.133
115
0.145
0.145
•
•
0.145
0.145
120
0.158
0.158
•
•
0.158
0.158
125
0.171
0.171
•
a
0.171
0.171
1
.1
135
0.200
0.200
•
•
0.200
0.200
140
0.215
0.215
•
•
0.215
0.215
145
0.231
0.231
•
■
0.231
0.231
150
0.247
0.247
•
•
0.247
0.247
160
0.281
0.291
•
•
0.281
0.281
165
0.299
0.299
•
•
0.299
0.299
170
0.317
0.317
•
a
0.317
0.317
175
0.336
0.336
•
•
0.336
0.336
1
185
0.375
0.375
a
■
0.355
0.396
190
0.396
0.396
■
0.3755
0.3755
96
195
0.417
0.417
•
•
0.417
0.417
200
0.439
0.439
•
•
0.439
0.439
210
0.484
0.484
220
0.531 "
"` 0.531
•
•
0.531
0.531
230
0.580 -
- 0.580 -.
•
- s'
580 0.
580 0.
240
0.632
0.632
_
•
0.590
0.590
632
250
0.686
0.686
•
•
0.696
0.696
260
2
- .
_.
... . 4
WRY
270
0.800
0.800
•
a
0.800
0.800
280
0.860
0.860
•
f..'
0.860
0.860
290
0.923
0.923 - -
■
•
0.923
0.923
300
0.987
0.987
• '- -
•
0.987
0.987
310
1.
1.
320
1.123
1.123
•
•
1.123
1.123
330
1.195
1.195
■
•
1.195
1.195
340
1.268
1.268
a
•
1.268
1.268
350
1.344
1.344
•
•
1.344
1.344
360
1.
370
1.5m
1.502
•
•
1.502
1.5m
380
1.594
1.584
•
a
1.594
1.584
390
1,669
1.669
•
a
1.669
1.669
400
1.755
1.755
•
•
1.755
1.755
420
1.935
1.935
•
•
1.935
1.935
430
2.029
2.029
•
•
2.029
2.029
440
2.124
2.124
•
a
2.124
2.124
450
2.222
2.222
■
•
2.222
2.222
• Lateral or spridder spacings greeter then 65 percent of manufacturer's publie6od wetted
diameter are not recommended for new, modified, or expanded atedonary sprioider systems
CAVW Wettable Acre
Stationary Spriatdw System - Pegs 21 1BAE-21699, 2/20/99

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 NOT 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:
• pipes and sprinklers:
® stop recycle (flushing system) pump
® stop irrigation pump
It close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow
Page I

• 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: 910-395-3900; after hours,
emergency number: 800-858-0368 or 919-733-3942. 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.
919-778-3130 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: 910-296-2143
Local NRCS office: 910-296-2121
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:
6) Contact dirt moving and/or heavy equipment companies:
a)
c)
duplin
Page 3

t
P. O. Box 277
IN United States Sort Kenansville NC 28349
7 Department of Conservation
f Agriculture Service Telephone [phone]
Date Lp-1-9 4
mr tie, FR S�,rs
�eg8 ��a eJt�l�
-I, Otwe I 1c- 2 z 30
Dear rA G Tiv ej {{--
Enclosed is your lagoon design prepared by 6[I,(;( la 40S and reviewed
and approved by the Soil Conservation Service. This lagoon, aldestgned meets SCS
standards and specifications. It is the responsibility of the contractor and you to build the
lagoon according to the design. You should contact the swine company to get assistance in the
layout of the lagoon for construction. If you have any questions during construction, please
contact this office or the swine company.
Please be aware that SCS has not checked the excavation and fill volumes of dirt. The swine
company has computed these figures and any questions regarding the amount of excavation
should be directed to the company. SCS does not certify that excavation and till volumes are
correct.
If you would like for the SCS to certify that the lagoon has been built to design specifications
and meets SCS specifications and standards, petsdnnel from this office will need to conduct a
final construction check prior to animal waste being put in the lagoon. State law requires that
new and expanded operations have lagoons that meet the SCS minimum design specifications.
In order to certify the lagoon, we must get bottom elevations as well as top of dike and
sideslope readings. If given a few days notice, we will try to schedule the construction check
prior to the contractor leaving the site; however, since we schedule several days in advance, it
is best if you let us know as soon as possible when you believe that a construction check will
be needed.
Also enclosed is a contractor certification that must be signed by the contractor once the
lagoon is completed. We need this form returned to us before Ave certify that the lagoon
meets our specifications. You may want to inform your contractor prior to beginning the
job that you will need him to certify his work meets the design requirements.
If you have any questions concerning this design or the accompanying waste utilization plan•
please contact us.
Sincerely,
_7y�) 14" C f. .
Michael E. Sugg
District Conservationist
OlJThe Soil Conservation Service
is an agency of the
Department of Agriculture

r� -
Unlleo 513lp
��
�'\
11 Qeoarment of
Can30rv1111 n
A1;r.CU1fU.•
$ervip
VERATOR: JOKES # 1
?lease review the attached plan and specifications eare.`ully. Retain
this plan for your use and records. It is strongly recommended that you,
ycur contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk aver the
site to explain all flags and markings. It is important that everyone
_nderstand what is -expected so that final construction, meets Plans and
specification and the job can be certified for payment (if cost -sharing
is involved).
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is -RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel ewill assist in a limited capacity,
treatment lagoo
as its major concern is the proper design and construction of the waste
on.
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 after construction is complete
on the lagoon, the contractor and'owner will negotiate on the price and
location of borrow area. .
NOTE: Design Requirement:
Estimate of Excavation:
15M4 tuft. cu.yds.
tuft. - 5215 cu.yds.
Estimate of Pad b Dike: cu.ft. 31'35
cu.yds.
1.66: 1 ' Ration
Job Class IL 24MA¢GH4q
Ca tee
Designed By
m --�
Design Approval
Name
Date
O... sa. ce.......lro„ s...K.
•nl it .�/K VII YI•
QR( GR- TV CfTjvplk e03
/tea dw)J QL Siihi)- Z
(267Weir c(.uwv d�
)�.(GxC vov- (pJ0✓£� Es�cY✓e
611617-JQ
l> Ur4.1"

)erator:Keith-&-Connie--JonCounty: Duplin Date: 03/24/94
istance to nearest residence (other than owner): 1000.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
3200 head (wean to feeder)
Describe other :
x 1417
lbs. _
x 522
lbs. _
x 135
lbs. _
x 433
lbs. _
x 30
lbs. _
Total Average Live Weight =
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0
lbs
0
lbs
0
lbs
0
lbs
96000
lbs
0
Volume = 96000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
96000 lbs
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet a6` �c� Pw>n`p+�eee�r�ER p�Qvf�(
SL Q Fa 1u �•„ nra J n �a 1.aR.
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 150.0
Inside top width (feet)---------------------- 160.0
Top of dike elevation (feet)----------------- 52.0
Bottom of lagoon elevation (feet)------------ 40.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 144.0 154.0 11.0
AREA OF TOP
LENGTH * WIDTH =
144.0 154.0 22176 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
78.0 88.0 6864 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
111.0 121.0 53724 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
22176.0 53724.0 6864.0 1.8
Total Designed Volume Available = 151734 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
150.0 160.0 24000.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 24000.0 square feet
Describe this area.
Design temporary storage period to be 180 days.
9. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
3. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 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 = 14000.0 cubic feet

iD.. Volume of 25 year - 24 hour storm
Volume 7.5 inches / 12 inches per foot * DA
Volume = 15000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
23444
cubic
feet
5B.
0
cubic
feet
5C.
14000
cubic
feet
5D.
15000
cubic
feet
TOTAL 52444 cubic feet
. SUMMARY
Temporary storage period====================>
180
Rainfall in excess of evaporation===========>
7.0
25 year - 24 hour rainfall==================>
7.5
Freeboard===================================>
1.0
Side slopes_________________________________>
3.0
Inside top length===========================>
150.0
Inside top width============================>
160.0
Top of dike elevation=======================>
52.0
Bottom of lagoon elevation==================>
40.0
Total required volume=======================>
148444
Actual design volume========================>
151734
Seasonal high watertable elevation (SHWT)===>
45.7
Stop pumping elev.__________________________>
48.2
Must be > or = to the SHWT elev.==========>
45.7
Must be > or = to min. req. treatment el.=>
46.0
Required minimum treatment volume===========>
96000
Volume at stop pumping elevation============>
96387
Start pumping elev._________________________>
50.3
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
136734
Volume at start pumping elevation===========>
136645
Required volume to be pumped================>
37444
Actual volume planned to be pumped==========>
40258
Min. thickness of soil liner when required==>
1.8
(
DESIGNED BY:!{..i APPROVED BY:
DATE: � c-'f DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. it.
cu. ft.
feet
0
COMMENTS: SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT

Total Volumes by Project
(combined volumes for each drawing).
----------------------------------------------
----------------------------------------------
Project: Keith & Connie Jones 1
Drawing: Drawing 1
Number: GHF044
Location: Duplin Co.
Bid Date:
Engineer: G. Pettus.
Owner: K&C Jones
Estimator:
----------------------------------------------
----------------------------------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 03/24/94 Time: 21:01:04
----------------------------------------------
----------------------------------------------
rawing: Drawing 1
Grid cell size: 2.21 by 2.20 Original drawing scale: 100.00 ft/in
CUT I FILL I ExCUTded I Expanded
------------------------ ----------------------
Proposed I 5218.161 3133.431 ( 5218 161
( 3916.79
7)
Existing
------------- =---------- =------------------------------------------------------
et: 1 2084.721 1 1301.371
----------------------------------------------------
roiect: Keith & Connie Jones 1
----------------------_-------
Project Totals:
Average Shrink/Swell Percent
-----------------------------
roject Net:
pand
CUT I FILL I Ex CUT
I ExFILLed
---------------------------------------------
I 5218.161 3133.431 ( 5218.1)I ( 3916.779
)
1 2084.721 1 1301.371

Site Balance Report
Grid cell size: 2.21 by 2.20
Original drawing scale: 100.00 ft/in
Project: Keith & Connie Jones 1
Drawing: Drawing 1.
Number: CHF044
Location: Duplin Co.
Bid Date:
Engineer: G. Pettus
Owner: K&C Jones
Estimator:
----------------------------------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 03/24/94 Time: 20:58:22
'final surface: Proposed
Initial surface: Existing
'here are no "Proposed" structures.
'ill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
}alancing to 0.0 +/- 10.0 cubic yards
delta
Cut
Fill
Cut - Fill
'0.000
5218.16
3916.79 -
1301.37
0.536
4813.22
5038.96
-225.74
0.457
4871.90
4871.64
0.26
raise "Proposed" by 0.457 feet.

' OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
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 pipes) 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 tkaveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 37444 cubic feet or
280080 gallons.

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and'building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans.: Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading.
equipment or standard tamping roller or other equivalent method. .
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER:
THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQ(IRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand, it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner,. is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is .the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall,be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

0
SEEDING SPECIFICATIONS.
----------------------
AREA TO BE SEEDED: 1.5 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 3Q
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
12.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS:/ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
60:0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1560.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150.0 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.

Orientation: -45.0 2 Magnification: 0.4 Inclination: 20.0
U5A5N4i155U
4A4415U IUYA55�`
.Uttl51A44m4"''�'yu�eaA�1'uu`�y4U5
55. 001.... • Al
40.00
35. 00•..
Lower L►ft v
3D Mesh Surface
Proposed
Protect: Keith & Connie Jones l
Drawing: Drawing 1
Number: SHF044
Location: Duplin Co.
Hid Date:
Engineer: 0. Pettus
Owner: MC Jones
Estimator:
Prepared bw: GOLDSBORO H00 FARM using SITEWORK
3D Mesh Surface

55.0
53.5
52.0
50.5
49'.0
47.5
46.0
44.5
43.0
41.5
40.0
30.5
Cross -Section Plots
Digitized Points
Horiz. scale: 40 4tiin Vert. scale: 3 ftiin
Protect: Keith 4 Connie Jones I
Drawing: Drawing l
Number: 0HF044
Location: Duplin Co.
Bid Date' p
WNW. r: hCP1tones wner:
Estimator:
Prepared by: OOLD380R0 HOG FARM using SITEWORK
Date: 03/2V;4Time: 21:12:31
.................................................................................................................................................................
......y......................................................................................................................
........................................................................................................... . ......... ...
%
................................. ....................`....., . +�...., ........•.......... �....... +, ,...........',! .......•� ..............'r.'...rn.._... .. ..............
....................................................................................................... .' ........................ .......... ................... ............. ...................
......................................................................................................... }. ....................................................... .....................
............................................................................................................. ............................................ .......................
Exis1ng

U. S.'Department of Agriculture September
Soil Conservation Service September 1210
File Code: 210
L.a Ca
HAZARD CLASSIFICATION DATA SHEET. FOR
Landowner li -; a- r- xpna I County 0. 92 h
Community or Group No. NE -11 Conservation Plan No.
Estimated Depth of Water to Top of Dam rz'0 Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 12�11-R3
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev.
st. evation
'
Kind of :Improvements:
of Breach
Reach: Length: Width:
Slope: Land Use
Improvements floodove Plain:FloFdoodeve
Plabn
Ft,- Ft.
Ft. ...
Ft.
2
3
/;
I
Describe potential for
loss of life and
dams a to existing or probable future
downstream
improvements from a sudden breach_ v"
LI _- 4000 -�+
4% S►Z
1511
Hazard Classification of Dam (0 b, c) (see NEM-Part 520.21
� gf
Classification (I, (9, III, IV, V)
X.
Concurred By�G�
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 3 ,& `%`f
Date ,/?�/5`f

�_.:.\ UndeC.cgfea Sod
'•�� Decal.menf of Con,, v&Ilon
AVnCulfule $erviCe
CPERATOR: i E17HdLONN1EJONES ttZ
• f
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your fontractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
_nderstand what is -expected so that final construction meets plans and
specification and the job can be certified for payment (if cost -sharing
is involved).
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. -The
Soil Conservation Service personnel 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 dan may vary from the
estimates. The design.will attempt to balance cuts and fills as close as
Possible. If additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate an the price and
location of borrow area. .
NOTE: Design Requirement:
Estimate of Excavation:
Estimate of pad o Dike:
I.23: I ' Ration
1751&4 cu.ft. m cu.yds.
Job Class a 24fHA¢cHq¢
gate
Designed By
am
Design Approval
Name
Da— - t
O-.. s�. ce^.......en s.n....
.nl al .,fK u�l Y1.
tuft. - 5zze cu.yds.
cu.ft. 425q cu.yds.
(�JOt2Fktx,Nd LL 1L./Tv ,9L>;
14jr D FrT m�-w,
l�dp-631--C/7�_9

I-coNNiC j0rJW 4 z
Operator:-Kelt
^-nnie enCounty:
Duplin
Date:
03/29/94
Distance
to nearest residence (other
than
owner):
1000.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0
sows (farrow to finish)
x
1417
lbs. =
0
lbs
0
sows (farrow to feeder)
x
522
lbs. =
0
lbs
0
head (finishing only)
x
135
lbs. =
0
lbs
0
sows (farrow to wean)
x
433
lbs. =
0
lbs
3200
head (wean to feeder)
x
30
lbs. =
96000
lbs
Describe other
0
Total Average Live Weight =
96000
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet p`��"� ,�r�p, oaurnYy/
Q,E Q£n.JJ® 4f AKJCk b.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 210.0
Inside top width (feet)---------------------- 130.0
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation (feet)------------ 38.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 204.0 124.0 11.0
AREA OF TOP
LENGTH * WIDTH =
204.0 124.0 25296 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
138.0 58.0 8004 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
171.0 91.0 62244 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
25296.0 62244.0 8004.0 1.8
Total Designed Volume Available = 1.79164 CIJ. FT..

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
210.0 130.0 27300.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 27300.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 15925.0 cubic feet

iD
Volume of 25 year - 24 hour storm
Volume =
1.5
inches
/ 12 inches per foot * DA
Volume =
17062.5
cubic
feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
23444
cubic
feet
5B.
0
cubic
feet
5c.
15925
cubic
feet
5D.
17063
cubic
feet
TOTAL 56431 cubic feet
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.5
inches
Freeboard===================================>
1.0
feet
Side slopes_________________________________>
3.0
: 1
Inside top length===========================>
210.0
feet
Inside top width============================>
130.0
feet
Top of dike elevation=======================>
50.0
feet
Bottom of lagoon elevation==================>
38.0
feet
Total required volume=======================>
152431
cu. ft.
Actual design volume________________________>
175164
cu. ft.
Seasonal high watertable elevation (SHWT)===>
43.5
feet
Stop pumping elev.__________________________>
45.5
feet
Must be > or = to the SHWT elev.=====_====>
43.5
feet
Must be > or = to min. req. treatment el.=>
44.0
feet
Required minimum treatment volume===========>
96600
cu. ft.
Volume at stop pumping elevation============>
98168
cu. ft.
Start pumping elev._________________________>
48.3
feet
Must be at bottom of.freebdard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
158102
cu.. ft.
Volume at start pumping elevation===========>
157935
cu. ft.
Required volume to be pumped================>
39369
cu. ft.
Actual volume planned to be pumped==========>
59767
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: i i APPROVED BY:4A. Z.
DATE:
DATE: Lt--�-qkQ
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
*
*
*
*
*
*
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT

n
--------------
Total Volumes by Project
(combined volumes for each drawing).
--------------------------------------------
Project: Keith & Connie Jones 2
Drawing: Drawing 1
Number: GHF045
Location: Duplin Co.
Bid Date:
Engineer: G. Pettus
Owner: K&C Jones
Estimator:
---------------------------------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 03/24/94 Time: .17:14:47
Drawing: Drawing 1
Grid cell size: 2.33 by 2.35
Original drawing scale:
100.00 ft/in
I I
Expanded Expanded
CUT FILL
UTI
FILL
Balanced
5220.421 4258.551
5220.42
5323.19
Existing
-----------------------
I
( (
Net:
961.871 1.
1
102.77
-------------------------------------------------------------------------------
---------------------------------------------
Project: Keith & Connie Jones 2
I
------------------------------------
Project Totals:
- Average Shrink/Swell Percent
--------------------=--------
Project Net:
CUT I Expanded FILL
I Expanded
FILL
---------------------------=-------------
5220.42 4258.55 5220.42 5323.19
-( 0.00%)I ( 25.00%).
- ------------------
961.871 1 1 102.77

Site Balance Report
Grid cell size: 2.33 by 2.35
Original drawing scale: 100.00 ft/in
Project: Keith & Connie Jones 2
Drawing: Drawing 1
Number: GHF045
Location: Duplin Co.
Bid Date:
Engineer: G. Pettus
Owner: K&C Jones
Estimator:
-----------------------------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 03/24/94 Time: 17:16:43
Final surface: Balanced
Initial surface: Existing
There are no "Balanced" structures.
Fill :shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
Balancing to 0.0 +/- 10.0 cubic yards
delta
Cut
Fill
Cut - Fill
0.000
5220.42.
5323.19
7102.77
-0.039
5254.68
5237.66
17.22
-0.033
5249.94
5249.93
0.00
Lower "Balanced" by 0.033 feet.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 45.5 . This temporary
storage, less 25 yr- 24 hr storm, contains 39369 cubic feet or
294479 gallons.

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

0. - SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and.rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on.
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be'thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
AND EARTHFILL PLACEMENT:
------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS .
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED, IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL;SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved -borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil.material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished -pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed -to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

0
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.5 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
12.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
60.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150.0 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. PEN$ACOLA 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.

Orientation: -45.0 Z Magnification: 7., Inclination: 20.0
Lower Left
.............• 1U1111111111
dllllll Iplllllll
iyhlhUyU1 tt1111
i{hlh1,h114hhl4hhh111111111111111111111111i1
• • „nu1Ut11U, �1tp11U�«++!lJlltn._ .. ,
3D Mesh Surface
Balanced
Project: Keith & Connie Jones 2
Drawing: Drawing 1
Number: GW045
Location: Duplin Co.
Bid Date:
Engineer: G. Pettus
Owner: K&C Jones
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 03i24i94 Time: 17:t7:41
3D Mesh Surface

Report: Plan View Cross-section Locations
ProJect: Keith 4 Connie Jones 2
Drawing: Drawing I
Surface: Balanced
Prepared bw: GOLDSBORO HOG FARM using SITEWORK
Date: W24/94 Time: 17:21:23
Rc11o: 4R Pt/in

53.2
51.7
50.2
48.7
47.2
45.7
44.2
42.7
41.2
39.7
38.2
36.7
Cross -Section Plots
Digitized Points
Horiz. scale: 40 4tiin Vert. scale: 3 ftiin
Project:
Keith & Connie Jones 2
Drawing:
Drawing 1
Number:
OW043
Location:
DuPlin Co.
Bid Date:
ngirner: owner.KZCP3toi»s
Q
Estimator:
'Pnpand tW: 80LDS80R0 H08 FARM usingg SITEWORK '
Date: Xd2%-4 Time: 17:25:55
.. ...... .................v..�...................-....................................................................................................................... I.....................
...............................................................................:.:..._.................................................... I............ I............... .......
L.....;w.....w:w___.au..w..rr....r.,.. w•av a:. . .._.......j.L..........................`-,....... ......._..�� ..................................... � i
.Existing` .... .i....... ....
.............................................................................................................. .I'a.......................... ......
....................................... .............. ..................................... ............. ............ :................ ............... .......................................................
.......... ....................................... ..................................... ................................
i.................. ........................ ............. :...........................
..................................................................... .... ......... ................... ...................................................................... :..............................
Bala iced
................................... .............................. ........................................................................................................ .......... —..................
........... ............................. ............. ..................................................................................... .............................

U. S. Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR-0445-:'-
NC-ENG-34
September 1980
File Code: 210
Landowner
✓-'!rh d- onn;e- Tvne1
County
I'
Community
or Group No. h -11
Conservation Plan
No.
Estimated Depth of Water to Top of Dam 12,.D Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation J�
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. E ev. st. evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements flood Above.
Pla:FloFdoodePlainve
Ft, Ft. %: Ft.
2
3
1
Describe potential for loss of life and damage to exis
improvements from a sudden breach_N�a 4np
or probable future downstream
Hazard Classification of Dam 0 b, c) (see NEM-Part 520.21)
�^ gJcOn
-Barrrclassification (I, II III, IV, V)
By
na a title
Concurred By
(name) title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date ,3 ,U-94
Date ` --t ` 9

UNITED STATES
DEPARTMENT OF
AGRICULTURE
-------------
SOIL
CONSERVATION
SERVICE
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAMExei-J"� �uuP_ Tim-L----
(ZP8 /3�f---
lk'1�_Ql�e��
------------------------
TELEPHONE �a--
LOCATION oa-,1_,'01 P F' -
.2_
----------
------------------
SIZE OPERATION- eorLECC.((
LLFI; Milliner
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER 102gL-FT.(Jcalydi
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO ----
if yes, scs cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL'STREAM? YES---- NO ----
If no, $ite mifst be reloca ed.
IS SITE WITHIN/1 MILE ZONING:JURISDICTION
OF A MUNICIPALITY? YES----- NO ----
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO Z-
If yes, see Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
Page 1

r
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? YES----- NO ----
If yes, producer must complete a Form AD-1026.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO `— -
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
I MANAGEMENT.
(A copy*of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO -
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO ----
IS AN ARCHAEOLOGICAL OR jiISTORICAL SITE LOCATED IN THE
PLANNED AREA? YES---- NO `eL
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING UNIT?A,s,6cA-F-}}YES---- NO----
WILL THE ACTION RESULT IN SODBUSTING? YES----
If yes to any of,' these quest$ons, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER...........
........PREDOMINANT WIND DIRECTION? YES` - NO ----
........POSSIBLE EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT./LB. OF ANIMAL? YES--`-- NO----
...PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES---- NO ----
........USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES-w - NO ----
Page 2

°k
WASTE.MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES -mil NO ----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO ----
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER G)T AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO ----
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION — VALID ONLY IF
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?.
IS A CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE ONSITE?
SOIL INVESTIGATION
IS A CORE TRENCH REQUIRED?
(Attach soil investigation sheet to
SITE APPROVED YES----- NO------
YES- 'fL- NO------
YES-NO ------
YES- NO------
QUESTIONABLE--------
YES----- NO------
siteevaluation.)
COMMENTS-�zaF
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE-L34-
,iG(LS It�A'6Pb1 10N DIES NON FeVEAL A
a
You W,u SEE TkAr I kEpr mc- f5tngDm
Fug-MESR SOILS INVE5r(&Ai101V WILL FiE
one As,tP.
Page 3
NELG3>I1( fvV A LINER'( -&IMF.
IN G-rop IF
Nc—&VcJ, FLA5E LONTI(T-

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29 1 57'30' '31 (SUMMERLINS CROSSROADS/
stst a sw i
SCALE 1:24 000
1 .9 0 KILOMETERS 1
* I100 0 METERS -1000 20
H 1 .5 0
n GH MILES
1000 _ _ 0 1000 2000 3000 4000 5000 6000 7000 8000 9000
64 - FEET
ns Inas \ MI CONTOUR INTERVAL 2 METERS 30 nits NATIONAL GEODETIC VERTICAL DATUM OF 1929
\I �: CONTROL ELEVATIONS SHOWN TO THE NEAREST 0.3 METER
OTI'll C1f.CFTI�NS"•f T- rnr —':i-.

SCS-ENG-538
Re, 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
cnn UJvccTICAT1nN Tn nFTFRMINF SIIITAAILITY OF PROPOSED POND SITE
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WASTE UTILIZATION PLAN -
FOR
Keith 8 Connie Jones
Rte. i Pox 224
Mt. Oliive NC _ 28365
February 24, 1994
`/oun• animal waste utilization plan has been specifically
developed for your 6400 WEAN TO FEEDER SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops to be grown.
Several factors are important in implementing your waste
utilization plan in order.to maximize the fertilizer value
of the waste and to ensure that it is applied in an environ—.
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor, problems.
To maximize the value of the nutrients for crop production and
reduce the potential for pollution, waste should be applied to
growing crop or not more than 30 days prior to planting.
roil incorporation of the waste will conserve nutrients and
reduce odor- problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or less depending on the
specific waste analysis report for your facility at the time
of irrigation.

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
--------------------------------------- 2----------------------------------
I NUMBER OF I ITONS WASTE PER I TONS WASTE I
I ANIMALS I TYPE OF ANIMALS 1 1000 ANIMALS I PER YEAR 1
I----------- I ------------------------------ I --------------- I ------------ I
1 6405 1 WEAN TO FEEDER 1 400 12560 I
-------------------------------------------------------------------------
TABLE B.
SUMMARY
OF CROPS
BY FIELD
----------------------------------------------------------------------------
I TRACT
1---------I-------I-------I-------I-------------------------------I--------I
I FIELD
I SOIL
I ACRES I CROP ICROPCODEI
1 3629
-----------------------------------
1 1,2
1 GoA
112.7 1 HYBRID BERMUDAGRASS HAY I BH I
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
------------------------------------- ---------------------------------------
I CROP ISOILIYIELDIUNITSITOTAL NI *TOTAL P I *TOTAL K 1
I---------------------------- I ---- I ----- I ----- I ------- I ---------- I ---------- 1
I HYBRID BERMUDAGRASS HAY IGoA 16.0 (TONS 1300 10 1140 — 160 1
-----------------------------------------------------------------------------
* Total phosphate and potash anounts should be confirmed with a soil test.
TABLE D. WASTE MANAGEMENT BY FIELD
I . I I
CROPIWASTE APPLI
TYPE
(WASTE N
I COMM NI
MONTHS TO APPLY I
I TRACT [FIELD[
I------- I-----I-----I----------
CODE[ METHOD
I WASTE
I -------
I LB/AC
I LB/AC I
ANIMAL WASTE I
131,29 1 1,2 1
-------------------
BH [IRRIGATE
-----------------------------------------------------------
ISWINE
I --------
1 300
I ------- I
1 0 1
-------------------- I
APRIL TO OCT I
a

The acres, crops, and•applicatio„ method Shown in the preceding tables will
.accgmmodate approxiniately-7937.5 animals of the type shown in Table A.
If more commercial fertilizer is used than is shown in Table D, then
additional acres of land will be needed. A 10 - c-S feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
The acres shown in Table B are the usable acres in the field shown. usable
acres are the acres that must be able to receive animal waste. Buffer- areas
along ditches, houses, property lines, etc. have been subtracted from the
total field acreages to arrive at the usable acres. The total acres shown
on theattachedmap isneeded -for land application in order to have the
proper buffer areas. A combination of land application equipment or
irrigation equipment may be needed in order to properly land apply waste to
all parts of the fields listed. It is the responsibility of the producer to
acquire whatever equipment is needed to properly land apply the waste.
ADDITIONAL CONNC
prepared by: pj�& w-r:rc� Title acr
Concurred in by: Date 025 �9
prod er

r; ION
I .• ' S: MPLE COLLECTION —
A. Liquid Manure Slurry
1. Under -slotted -floor pit
a. Use a length of 1/2" conduit open on one end and that can be
easily sealed on the other end (e.g., by placing one's thumb
over the end of the conduit).
b. With both ends of the conduit open, extend it into the manure
to the pit 'door.
c. Seal the upper end. of the conduit trapping the manure that has
entered the lower end, remove and empty into a bucket or container.
c. Collect samples from at least 5 locations or at least enough
for a total of 1 quart of slurry.
e. Thoroughly mix this slurry and empty approximately 1/2 pint
into sample container.
2. Exterior storage basin or tank
a. Make sure the manure has been well mixed or homogenized with a
liquid manure chopper -agitator pump or propeller agitator.
b. Take samples from approximately 5 locations in the pit, from the.
agitator pump_; or from thelmOure spreader and place.in a bucket.
c.': Thoroughly mix and empty 12tpint into sample container.
II. SAMPLE PREPARATION AI40 TRANSFER
A. Place the sample for analysis into a flexible or expandable container that
can be sealed. The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand -delivery is the most reliable way of sample transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then boxed or packaged with wrapping paper and taped.
E. The HCDA Plant Analysis Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.

PSIdCD 1
1. Address: N. C- Deparunent of Aoricultm e
Plant Analysis Lab —
Agronomic Division
B1ue,Ridge Road Center
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
F. Request that as a minimum the following analyses be performed:
1. Total nitrogen (TM)
2. Ammonia nitrogen (NH N)
"3. Total phosphorus -.(TP3
4. Potassium .(K)
S. pry litter samples should also include a total so -lids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.-
a

PSWCD 2
u. Lagoon Liquid
1. Collect approximately 1/2 pint of recycled lagoon liquid from the
inflow pipe to the flush tanks.
2. From lagoon
a. Place a small bottle (1/2 pint or less) on the end of a 10-15
foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush away any floating scum or debris so it is not collected
with sample. -
d. Submerge the bottle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
into a bucket, thoroughly mix, and empty 1 pint into sample
container.
3. From a multi -stage lagoon system collect sample from lagoon that.
is going to be irrigated from.
II. SArIPLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that
can 'be sealed. The container should be rinsed clean with water and free
of any residues but/should not be chjorinated or treated -in any other way.
Dry litter may a15o'be placed in 5.ealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand -delivery is the most reliable way of sample transfer, but it can also
be mailed. ,
D. If mailed, sample container should first be protected with a packing material
such as newspaper. then boxed or packaged with wrapping paper and taped.
E. -The 14CDA Plant Analysis -Lab provides this service for a -nominal fee of
$A per sample which should be forwarded along with the sample.
1.. Address: N. C. Department of Agriculture
Plant Analysis Lab
` Agronomic Division
Blue Ridge Road Center
Raleigh, 14C 27611
[phone]
Attn: Dr. °;.; Campbell

PSWCD 2
the
-z' IVSCS
be pero;
I Total nitrogen (T 1'14
'2. Ararnonia nitrogen NH-jfj)
3. Total phosphorus M)
4. Potassium (K)
5. Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.
I
I

r
V

From:
ya 5rAlt
North Carolina Department of Environment,
Health, and Natural Resources
.� v PnnW on RecyOM Paper

�,. _�.N{.''�•. W,15T3 �Y:.C>w`�• 7•_:..Y C3�__?.UT=CN PC.Z :,vR CR �,LYDED P_E
iP
P1eaa& =Stu=a the co_•7lated foe to the Divisica ofvirca=natal YvnaCa=a.._ aJUL i 1994 -
t=e address oa, tom& reverse aide of thin farm.
Name of faze (?lease print) : V(e'vvIuNV J rrrr-rvo --------WATER
address: &ft pi�i7f�t ahtyC4 VV. Mir. DUVE Re,M165 MKINll$G BRANCH
QUALM'r+!
Phone No.:- P'6q 7a5 �• 48KS ru
County: V"I.4 J
Farm location: Latitude and Longitude:'f --U '14 /77 -j (5 (required). Also,
please attach a copy of a county road map wits lcc uEn-dentified.
Type of operation (swine, layer, dairy, etq.):
Design capacity (number of animals): - 3*200 po!�gw
Average size of operation (12 month population avg.):-3�0s
Average acreage needed for land application of waste (acres): 13
Tac'=1ea1 SYaeiallst Ca�^ti2leatiea As a technical specialist designated by the North Carolina Soil. and Water
Conservation Cor=ission pursuant to 15A NCAC 6F .0005, I Certify that the new or
expanded aa,'-a1 waste management system as installed for the farm named above
has an animal waste management plan that meets the design, ccrstrucz_en,
operation and maintenance standards and specifications of th Division of
=nvirormental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation -CcY ;ssion pursuant to 15A NCAC 2N..0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-haue--!::een verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equ;valent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applicationsi application rates; loading rates; and the control of the discharge
of pollutants from storwater runoff events less severe than the 25-year, 24-hour
storm. .. /.
Nam& of Tecl=.ical Spacialist.(Please Print): VG0�1� �• PEYTLIS
Affiliation: £NVIV-PW A6E trA - ENMWEgE 1 bDLIVIvp V,-P H7Jb FRRn✓� ING.
Address (Agee t): P• (O O bDt Phone No.916-'M-M7
Signature: _...... .Date: GSdZ�L(94 r
aeavvevvvaa a= savvvaaaaaaaaaaaaaaaasavaa aaavevvaasvav ezaevaaaaanas
Cwaer/"amager 71g=e eat' "
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and'will impleme:.t
these procedures.' -I (we) know that any additional.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) also
understand that there must be no discharge of animal waste from this system to...... .-
surface waters of the state either through a man-made conveyance or thioughi-`—:
runoff from a:storm-event--less severe than the 25-year, -hour storm. The "
approved plan will be filed at. the farm and at the.office of. the local..Soil and
Water Conservation District:_,:
Name of -Land owaar_ (Please.. Print) : DA'C`oiJ,K{ifF4!_d0W' -- - -_
Signatures - -- - Date. O�idtwl.'(0iq• _ ... :
NM= 0 `sa^_asnner, if Jiff �.ent from owner (?lease print):
Signature: �/ ��C. Date: OSiY 9�f
Tote: A change_in_.land owngfship_regiires"notification or a -new certification.- --
(if the approved _.pIan ;-is;_c.1 j)., to be submitted to the"''Division of
Environ^rental'-Managementiwit%in.;60--days of I a -title transfer. -- - - --
_..._ _.. ... Dal -USE. ONLY:AG`>zd#- AIOW IOZ ._ .

- A.V= Ar- 117AST3 wn YAGP"�?`7T PL;UX C3.Z^-_?tU:_CY FOR lfrg OR 3�P,L`ia:37 Y33_':L0•"
Please rat.L� t':o ccz:;;leted fob to the D_viaica of s'Svi-o_eatal v`-asa=a: =
time add=eaa on the =avarae aide of tea _ems. JUL 1 c_
Name of fay (Please print)
Address: lsPfb �`'� V-v. mT OLIVE NL M3G5 WATER !
Phone No.: 4D41- 5 •RP�ii S�� QU.`A_li,
County.yu.- LiN P�t�A11�iG $R-'s('3C�
Fars location: Latitude and Longitude: _G I& /U_.jL Z .-(re(:;uired).:!-_.Also,_
please attach a copyof a county road map witn location identified.
Type of operation (swine, layer, _dairy, etq.):
Design capacity (num`er of animals): 3200 NURr2iz/ - -
Average size of operation (12 month population avg.): 300df
Average acreage needed for land application of waste (acres): (3
aaa a
a.aa.aaaaa.....=..........a.aa.ay.aa.. a.........aa.a.aa.aa
Tea''—ical Specialist Certification
As a technical specialist designated by the North Carolina Soil -and Water _.
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or _
expanded animal waste management system as installed for the. farm named above
has an animal waste manage-ment plan that meets the design, construction, -
eperat'-on and maintenance -standards and specifications of 'the Division of
nviron. ental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation -Commission pursuant to 15A-NCAC 2H. 0217 and
15A NCAC 6F .0001-.0005. The following e' e_ments and their corresponding minim
criteria-�-•• �^een verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of lz_nd for waste utilization (or use of third party); access
or ownership of proper waste application equipment, schedule for timing of
applications; "application rates; loading rates; and the control of the discharge
of pollutants from stop -water runoff everts less severe than the 25-year, 24-hour
storm.
Nana of Tscli=ical'"Specialist" (PleasePrint):-(7eD'Rt�1� Fi • PEtTl(S
Affiliation: 6r1V;RBNrv4EN{RL EN[nNVVIZ (l0W'iPr9F0 ky6- FARnrei ING
Address (Age': t) : .0,100ag Phone No.- 5;af-71L It'd
Signature Date.'duLl94- _
aaaaa..aaa¢ a- ass.aaaaaaasaa.asaaaaa ................ aaaa........ _
Cw_er/Manager Agra an
I(we) urderstand�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 additional,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 Haragement before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to:._., _
surface waters of the state either through a man-made conveyance or through
runoff from- a= stormx levant' less -severe--thani the 25-year, 24-hour, , stop':. The - -
approved plan-will"be filed at. "the fa= and at the office, of the local.. Soil and
Water Conservation District.-.'.`--
HLa asa "of ndOvae _ (?lease Print) r' DALjA/.
Signature• -- - - :. Date: 0% '���'• - .
Nan of v.^ager, if diff rent from owner (Please print)
"Signature : .... , "Date: OJU6Y44 -;
Note: A change.-in...land .ocmg sh p-_.requires notification ora new .certification-..
(if the approv-ed:s-plan : is.. -:changed)., _. be" submitted to the: Divisior -: ofrr[ti::-
: F_nvirormental Yanagementr,yithin-.60,(ays of a title transfer.
..".... - - ... - DE! USE ONLY:A0Tir;# N06010 -

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