820714_CORRESPONDENCE_20171231

NUH I H UAHULINA
Department of Environmental Qua!

Water Resources _
Environments! Quality
SHW Sow Farm, Inc
SHW Sow Farm 1
2080 Wilson Mills Rd
Smithfield, NC 27577
Dear SHW Sow Farm, Inc:
RECEIVED
DEQIDWR
JUL 18 2017
FAYETTEVILLEQROS EGIONAL OFFICE
July 12, 2017
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Direcw
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820714
SHW Sow Farm 1
Animal Waste (Management System
Sampson County
The Division of Water Resources (Division) received your sludge survey information on July 5,
2017. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at SHW Sow Farm 1 facility. Due to the amount of treatment volume available, and
the rate of sludge accumulation for the lagoon, the Division feels that an extension is not
appropriate at this time.
The next sludge survey for the lagoon at SHW Sow Farm 1 should be performed before
December 31, 2017. Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820714
— "Nothing Comparesr- -
State of North Carolina i Enviruntnental Quality I Division of Water Resources
Water Quality Regional Operations Section
1636 Mail Service Center I Raleigh, North Carolina 27699-1636
919-707-9129

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Michael Hope
Michael Hope Farm
826 Chancey Road
Clinton, NC 28328
Dear Michael Hope:
N1.K;W
o�
July 29, 1997
AUK 0 1 1991
FAYETTEVILLE
REG. OFFICE
Subject: Application No. 82-714
Additional Information Request
Michael Hope Farm
Animal Waste Operation
Sampson County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by August 28, 1997:
1) Incomplete Animal Waste Management Plan Certification Forms were submitted as part of
the application package. Page 1 of the Animal Waste Management Plan Certification was not
included. Signatures are missing from section BY of the Animal Waste Management Plan
Certification. Please complete these forms, and resubmit them to my attention.
Please reference the subject permit application number when providing the requested information.
All information should be signed, sealed, and submitted in triplicate to my attention at the address
below. The information requested by this letter, must be submitted on or before August 28, 1997, or the
Division will return your application as incomplete in accordance with 15A N.GA.C. 2H .0200 and your
facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid
permit is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement
authority of the Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 362.
Sincerely,
Michael T. Lewandowski
Environmental Engineer
State Engineering Review Group
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 17, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESIM
Michael Hope
826 Chancey Road
Clinton NC 28328
L7EHNF=1
C I 2 2 1991
FAY E7 i E),I- �.:-
77
REG. i.
Subject: Michael -Hope.Far]�,
COC No. AWS820714
Sampson County
Dear Michael Hope:
The subject facility was issued a Certificate of Coverage (COC) on 8/27/97 authorizing the
operation of the animal waste collection, treatment, storage, and land application system in accordance
with General ' Permit No. AWG 100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean
Water Responsibility Act. The Clean Water Responsibility Act included several changes to the -Swine .
Farm Siting Act (Siting Act) including the requirement- that all set back distances be met for any -swine
lagoon or svyine house for which construction commences on or after the effective date -of the' -Clean Water:
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, it required the set back distances
be met at the time the swine house or lagoon was sited. The change in siting requirements -may -apply -to
your farm since construction may not have commenced by the effective date of the Clean - Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under.construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you hLve any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
Sincerely
m n. F. u �rvlsor
Non -discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality Section
Permit File
R.O. Sox 29535, Raleigh, North Carolina 2762E-0535 Telephone [phone] FAX [phone]
An Equal Opporlunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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
Michael Hope
826 Chancey Road
Clinton. NC 28328
Dear Michael Hope:
I D E N F1
December 10. 1997
RECOV90%
DEC 12 1997
RFE
Subject: Michael Hope Farm
COC No. AWS820714
Sampson County, NC
The subject facility was issued a Certificate of Coverage (COC) on August 27, 1997 authorizing
the operation of the animal waste collection. treatment, storage, and land application system in accordance
with General Permit No. AWG 100000. On Aug. 27. 1997 Governor Hunt signed into law the Clean
Water Responsibility Act. The Clean Water Responsibility Act included several changes to the Swine
Farm Sitina Act (Siting Act) including the requirement that all set back distances be met for any swine
lagoon or swine house for which construction commences on or after the effective date of the Clean Water
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended. it required the set back distances
be met at the time the swine house or lagoon was sited. The change in siting requirements may apply to
your farm since construction may not have commenced by the effective date of the Clean Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act:
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Pem- k.
If you have any questions or comments concerning this matter, please contact the at (919) 733-
5083 extension 540.
Sincerely, �t
Jr
K' n, upAervisor --..
Non -discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, !`forth Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Michael Hope
Michael Hope Farm
826 Chancey Road
Clinton, NC 28328
Dear Michael Hope:
August 26, 1997 VCP 0 2 lyy/
FAYMEVILLE
REG. OFFICE
Subject: Application No. 82-714
Additional Information Request
Michael Hope Farm
Animal Waste Operation
Sampson County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by September 25, 1997:
1) It appears that inadequate buffers are present along the spray fields. A minimum buffer of 50
feet must be maintained from a residential property line. Please provide documentation
addressing this situation.
Please reference the subject permit application number when providing the requested information.
All information should be signed, sealed, and submitted in triplicate to my attention at the address
below. The information requested by this Ietter, must be submitted on or before September 25, 1997, or
the Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and
your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid
permit is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement
authority of the Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 362.
Sincerely,
Michael T. Lewandowski
Environmental Engineer
State Engineering Review Group
cc: Fayetteville Regional Office, Water Quality
Permit File
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

uernrus ::_
3, lwMEs B. HUNT
:�v
-_, i
PIfo
' NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
FAYETTEVILLE REGIONAL OFFICE
E
Division of Water Quality
June 3, 1998
MEMORANDUM
TO: Mike Dixon
Bion Technologies, Inc.
619-C South Third Street
Smithfield, NC 27577
FROM: Jeffery Brown, Environmental Engineer
Fayetteville Regional Office
SUBJECT: Stream Classification
Please find the enclosed copy of the stream classification sheet for the
Michael Hope farm in Sampson County.
If you have any questions or require any further information, please
contact me.
JB
Enclosure
225 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 28301 •5043
PHoNE [phone] FA% 910-496-0707
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/109e' POST -CONSUMER PAPER

JUN-02-1998 15:00 BION TECHNOLOGIES 919 934 5218 P.02
1
+ b. Surface Water Classification. This form must be completed by the appropriate DWQ regional
office and included as a part of the project submittal informmation.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which this animal waste management system will be constructed must be determined by the appropriate DWQ regional
office. Therefore, you are required, prior to submittal of the spplleation package, to submit this form, with items 1
through 5 completed, to the appropriate Division of Water Quality Regional Water Quality Supervisor (tee page 14 of 14).
At a minimum, you must include are 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the location of this animal waste application system and the downslope surface waters in which they will be located. ldeatify
the,closest downslope surface waters on the attached map copy. Once the regional affice has completed the elassitieation,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
I. farm Name: Mir -u lAsop
2. Name & complete address of engineering firm: �0.�Ttrl Et��r tt N C i� N_� 17ES. R
3.
4.
Telephone number. (_Ck 1 Q ) �cSj rJ 0 —4,1 D
Name of closest downslope surface waters: r1 ocx--i M hitso UjEF—� IL 1 —V-zk-r to AAQJ E CR, �L
County(ies) where the animal waste management system and surface waters are located:_ j _
S. Map name and date:_C L 1 ni'lb SOVTA 19 VS �S _ •5 &A IiU Q1`E - -
b. NC Professional's Seal (if appropriate), Signature, and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where this anima] waste management facility will be or has been
constructed or field located. as identifiedonthe attached map segment(SL):
Name of surface waters: _ 1io ck MctrS►t ., ,C re-e+f Z f ea-T1
C°►la ri s~ Cr"l
Classification (as established by the Environmental Management Commission): ��aSS wa•►+�
Proposed classification, if applicable: _ _ /J/A .
Signature of regional officc personnel: Date:
(All attachments must be signed)
FORM: AWO-I-A 3126198 Page 6 of 13

`y'.��'i•� y
N' -
JAMES B. HUNTJ!!:��
GAVERNOIq ���
SCORETAIRY "� f
�7
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
FAYE7TEVILLE REGIONAL OFFICE
a
Division of Water Quality
June 3, 1998
MEMORANDUM
TO: Mike Dixon
Bion Technologies, Inc.
619-C South Third Street
Smithfield, NC 27577
FROM: Jeffery Brown, Environmental Engineer
Fayetteville Regional Office
SUBJECT: Stream Classification
Please find the enclosed copy of the stream classification sheet for the
Michael Hope farm in Sampson County.
If you have any questions or require any further information, please
contact me.
JB
Enclosure
225 GREEN STREET, SUITE 714, FAYETTEVILLE, NORTH CAROLINA 28301-5043
PMONE 510-496.1541 FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

JUN-e2-1998 16:00 HION TECHNOLOGIES 919 934 521e P.82
G. Surface Water Classification. This form must be completed by the -appropriate DWQ r oonal
office and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flour toward)
in which this animal waste management system will be constructed must be determined by the appropriate DWQ regional
office. Therefore, you are required, prior to submittal of the sppllcation package, to submit this foss, with iterns 1
through 5 completed, to the appropriate Division of Water Quality Regional Water Quality Supervisor (see page 10 of 14).
At a minimum, you must include an 8.5' by I ]"copy of the portion of a 7.5 minute USGS Topographic Map which shows
the location of this animal waste application system and the downslope surface waters in which they will be located. Identify
thaclosest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic trap into the complete application form and submit the
application package.
1. Farm Name: M I C.IAAE L. lAcip'E
2. Name & complete address of engineering firm: D0.xTttat.l Er Gi "EM w ,C A ra r-) A46o c- A-11ES
3.
4.
Telephone number. ( q t Ci ) SS O - 407Q
Name of closest downslope surface waters: OUYL`Mi , &0--SI ! Cv-gg-7 K 1 -gim-r }p p Ake, E CRoEx,
County(its) where the animal waste management system and surface waters are located- _�'f., tl
5. Map name and date: C L I'mo S�ta s N • C-■ 19EVOVs S .5 alA t i`1 �11`F -
6. NC Professional's Seal (if appropriate), Signature, and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters: e0 c k /Vqr Creek f,eM 1 C 44 ri e. C'-
Clacation (as established by the Env
ssifiirotimental Management Commission): C�4� .5'waIye
Proposed classification, if applicable:
Signature of regional office personnel: Date: 4� 3 -17
(All aruchments must be signed) .
FORM: AWO-1-A 3/U/9$ Page 6 of 13

TUN-02-1996 16:00
BION TECHNOLOGIES
919 934 5218 P.01
FAX
B[oN 'IwNNowams, INN.
619-C South Third Suet
Smithfield, North Carolina 27577
[phone]
fax [phone]
TO: t OFF— ov�+N? --AvL CZAWL
Af
fax q o -
FROM: I M` br
xpm
RECEIVED
lea:
pages: I A
JUN a 2 1998
FAYET i EVi LLE
REG. OFFICE
NOTE&
C.. l l e-M,1 So., -TA VS C-- S fJIP CV `f 1EN c- L051i�� . �ti Str
�+.�. �J %j tivB- I% t� er I F W-1 C�esrI t'l s Pal, c- . i r(-
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"E —Do vwsYgAekM
C L►sS► F, c A T1 tf-�
Cv(L �c,.,{L_ ASS1-FAPJU 1� �3iRrNfnj�
ds\)(L FRCS WAAt- [..ASS► F I CA-Ti ass . i H•E
C.trrJ -e)e fj A I L�b To 744E

. UN-02-1998 15 : 00 B l ON TECHNOLOGIES '319 934 5216 P . e2
6. Surface Water Classification. This form must be completed by the appropriate DWQ regional
office and included as a part of the project submittal information.
INSTRUCTIONS TO NC FROFESSIONA1S:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow wwwd)
in which this animal waste management system will be constructed must be determined by the appropriate DWQ regionei
office. Therefore, you are required, prior to submittal of the application package, to submit this form, with itmns 1
through 5 completed, to the appropriate Division of Water Quality Regional Water QU81iry Supervisor (see page 10 of 14).
At a muntmum, you must include an 8.5' by l I' copy of the portion of a 7.5 minute USGS Topographic Map which shows
the location of this animal waste application system and the downslopt surface waters in which they will be located_ identify
the -closest downslope. surface waters on the attached map copy. Once the regional office has compWed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
1, farm Name: Ml l AAEL. "b-P
2. Name & complete address of engineering firm: DAt-Ttanl rGt ]G1 N �1 N CAjEs
-
Telephone number. ( q 10i __ ) SS Q — 47 a
3. Name of closest downslope surface waters: CL44=y M Ab%t�
4. County(ies) where the animal waste management system and surface waters are located:_ k LA t SQL R
5. Map name and date: C L i &Jr N- ._aQQTH s I V . �- 19 NO 1SG---1 -1 •S &A LNJOCR _
6. NC Professional's Seat (If appropriate), Signature, and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has becit
consncted or field located, as identified on the attached map segmerit(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature: of regional office personnel. Date.
(All attachments must be signed)
FORM: AW04-A 3/26/99 Page 6 of 13

JUN-62-1938 16: 00 B I ON TE�OGI ES 919 934 5218 - P . 03 _
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--------------
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MTAL P.04

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
June 1, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Michael Hope
Michael Hope Farm
826 Chancey Road
Clinton, NC 28328
Dear Michael Hope:
D E N R
RECEIVED
JUM 0 4 1998
FAYETTEVILLE
REG. OFFICE
Subject: Michael Hope Farm
COC No. AWS820714
Sampson County, NC
The subject facility was issued a Certificate of Coverage (COC) on August 27, 1997 authorizing
the construction and operation of a new swine waste management system. You were sent a letter
(attached) on October 17, 1997 regarding changes in the Swine Farm Siting Act (Siting Act) and advised
to make changes to the Certified Animal Waste Management Plan to reflect these changes and submit
for approval. You have since advised the Division that the construction of the subject facility had not
started by August 27, 1997 but meets the new siting requirements.
Please provide this office with further documentation (a map showing the new setbacks and a
revised waste utilization plan, if necessary) by July 1, 1998 to show that the subject facility meets the
new siting requirements. Construction not in compliance with the Siting Act is a violation of State
Statutes and could result in revocation of permit.
If you have any questions or comments concerning this matter, ph' a contact Sue Homewood at
[phone] extension 502 or me at extension 540. , s
Sincerely '
Kim H. Colson, P.E., Supervisor
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality Section
Permit File
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 RECEIVED
Department of Environment
and Natural Resources DEC -.6 1999
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Michael Hope
Michael Hope Farm
826 Chancey Road
Clinton NC 28328
Dear Michael Hope:
FAYETTEVlu_E
REG. CFFICIEF
November 29, 1999
'V - V
NCDENR
ENVIRONMENT AND N,4TURAL Re5c>uRcEs
Subject: Application No. AWI820714
Additional information Request
Michael Hope Farm
Animal Waste Operation
Sampson County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by December 29, 1999:
1. Please provide a location map that shows all houses, churches, public recreation areas,
wells, and surface water or drainage features and property lines within 2500 feet of the
facility boundaries.
2. Please provide documentation that the adjoining property owners, all property owners
who own property located across a public road, street, or highway, the county in which
the farm is located, and the local health department have been notified by certified mail of
the intent to expand this facility.
3. Justification of substantial reduction of atmospheric emissions of ammonia submitted by
BION Technologies, Inc. in a letter dated August 27, 1999 is not sufficient to show that
the Michael Hope Farm meets exception 1.1.(b)(8) of the swine farm moratoria.
Specifically, since the BION system has been installed on other facilities, it is necessary
to provide documentation that clearly shows that volatilzation of ammonia is not a
primary mechanism of the BION system. Theories and nitrogen balances do not clearly
indicate that ammonia volatilation is not occurring. In addition, it is unclear to the
Division how nitrification/denitrification can be a major mechanism when samples taken
from other BION systems and the design of the Michael Hope BION system indicate the
majority of nitrogen loss takes place in the temporary storage pond.
4. Please provide more documentation and clear quantitative evidence that the BION system
substantially reduces odor as required to meet exception 1.1.(b)(8).
1617 Mail Service Center, Raleigh NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Application No. 82-0714
Michael Hope Farm
Page 2
5. Sheet 9 of the engineering drawings notes that there are to be float switches in the pump
station recycling waste from cell B2 to the hog houses, however the drawing does not
show any float switches. Please confirm whether there will be float switches in this
pump station and if so, please revise Sheet 9 to clearly show the switches and their
elevations.
6. The owner of the facility must sign and date the waste utilization plan (WUP). Please
resubmit the WUP with proper signatures.
7. Your WUP must include hourly and maximum irrigation rates. Please have an
appropriate technical specialist include these in your WUP and resubmit the WUP.
8. Best Management Practices (BMPs) that are to be implemented at this facility should be
identified (check the appropriate BMPs) on the Odor Control Checklist_
Please note that all WUP revisions must be signed and dated by both the owner and the technical
specialist. Please reference the subject permit application number when providing the requested
information. All information should be signed, sealed, and submitted in duplicate to my attention at the
address below. The information requested by this letter, must be submitted on or before December 29,
1999 or the Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H
.0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit
is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement
authority of the Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
;n,cerely,
Sue Homewood `
Environmental Engineer
Non -Discharge Permitting Unit
cc. BION Technologies, Inc.
Fayetteville Regional Office, Water Quality
Permit File

State of North Carolina
Department of Environment REC
and Natural Resources
Division of Water Quality
James B. Hunt, Jr-, Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Michael Hope
Michael Hope Farm
826 Chancey Road
Clinton NC 28328
Dear Michael Hope:
:ALE
k OFFiCE,
March 22, 1999
1 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
Subject: Application No. AWI820714
Additional Information Request
Michael Hope Farm
Animal Waste Operation
Sampson County
The Non-Discharse Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. Please address the following by April 21, 1999:
The documentation submitted is not sufficient to show that the Michael Hope Farm meets exception
1.1.(b)(8) to the swine farm moratoria as set forth in House Bill 1480 as stipulated in a letter from BION
Technologies dated January 8, 1999. Specifically, it is not clearly shown that the BION system will
substantially eliminate atmospheric emissions of ammonia. it is shown that the BION system reduces the
nitrogen in the swine effluent however, it is unclear what mechanisms are occurring to reduce the nitrogen.
Please provide calculations that show the nitrogen reduction mechanisms that are taking place throughout
the BION system.
Documentation submitted by BION Technologies show that the solids produced from this system show no
salmonella, enteric viruses, or viable helmintha ova. However, the exception to the moratoria require'that
the innovative technoloav substantially eliminate the release of disease -transmitting vectors and airborne
pathogens_ Please submit documentation or justification that show the BION system substantially
eliminates the release of vectors and pathogens through the liquid effluent or airborne mechanisms.
Please reference the subject permit application number when providing the requested information. All information should be
signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter,
must be submitted on or before April 21, 1999 or the Division will return your application as incomplete in accordance with
I5A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of
North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental
Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
rsip�lerely,
Sue Homewood
Environmental Engineer
Non -Discharge Permitting Unit ..
cc: BION Technologies, Inc.
tFayetteville'Rek"ional--Office, Water Quaiity
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycledl 10% post -consumer paper

State of North Carolina
Department of Environment RECEIVED
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Michael Hope
826 Chancev Rd
Clinton, North Carolina 28328
Dear Mr. Hope:
JUL 2 4 2000
FiaYE-171—MIL E
REED. CFr',CE
July 14, 2000
4 0 •
IT
Ad A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject_ Return of Permit Application Package
Application Number AWI820714
Michael Hope Farm
Innovative Animal Waste Opeation
Samspon County
This letter is in reference to your permit application received on September 19. 1998 for the construction and
operation of the subject innovative animal waste operation.
In a letter dated November 29, 1999, you were asked by Sue Homewood of the Non -Discharge Permitting Unit, to
provide additional information (copy of letter attached). As of today, this information has not been received,
therefore, the Division of Water Quality must return your application as incomplete in accordance with North
Carolina General Statute § 143-215.1.
Please be advised that construction andlor operation of wastewater collection, treatment, and/or disposal facilities
without a valid permit is a violation of North Carolina General Statute §143-215.1 and may subject the
owner/operator to appropriate enforcement actions in accordance with North Carolina General Statute § 143-215.6.
Civil penalties of up to S10,000 per day per violation may be assessed for failure to secure a permit required by
North Carolina General Statute §143-215.1.
When you have obtained the requested information that is needed to make your application package complete, you
may submit a new application package and appropriate permit processing fee.
If you have any questions or comments concerning this matter, please contact Sue Homewood at [phone]
extension 502.
fS ii er y, i
,4,Kerr T. Stevens
cc: Fayetteville Regional Office, Water Quality Section
Mike Dixon, BION Technologies, Inc.
NDPU Files - Returns
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

To: Permits and Engineering Unit
Water Quality Section
Attention: Sue Homewogd
Date: Qctober 15, 1998
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
COUNTY: Sampson
Permit No. AWI 820714
PART I - GENERAL INFORMATION
1. Facility and Address:
2. Date of Investigation:
3. Report Prepared by:
4. Persons Contacted and Telephone Number:
Michael Hope Farm
826 Chancey Rd.
Clinton, NC 28328
October 14, 1998
John Hasty
Environmental Specialist, FRO
Michael Hope
[phone]
5. Directions to Site: The farm is located on the northeast side of SR 1221 approximately
.9 mile northwest of its intersection with SR 1220, south of Butler's
Crossroads in Sampson County.
6. Size (land available for expansion and upgrading): Approximately 58 acres are available
for irrigation during the summer and
winter months.
7. Topography (relationship to 100 year flood plain included): Rolling (0-3% slope)
Attach a U.S.G.S. map extract and indicate facility site.
U.S.G.S. Quad No.: U.S.G.S. Quad Name:
H 25 NE Clinton South. NC
Latitude:_ Longitude:_
8. Any buffer conflicts with location of nearest dwelling and water supply?
Yes No If Yes, explain:

PART I -GENERAL INFORMATION( continued):
9. Stream Basin Information:
a. Stream / Classification: Rocky Marsh Creek, Great Coharie Creek
/Class C Swamp
b. River Basin and Subbasin No.: Cape Fear River Basin CPF 19
C. Distance to surface water from disposal system: The nearest surface waters to
this site are approx. 1100 ft.
PART U - DESCRIPTION OF WASTES AND TREATMENT WORKS
1. a. Volume: 6.832,800 gal/yr
Solids Harvested: 593,762 gal/ year
b. Types and quantities of industrial wastewater: NIA
C. Pretreatment Program (POTWs only): N/A
In development Approved
Should be required Not needed X_
2. Treatment Facilities
a. What is the current permitted capacity of the facility?. N/A
b. What is the actual treatment capacity of the current facility (design volume)? N/A
C. Please provide a description of existing or substantially constructed wastewater
treatment facilities: The facility is for the Mile Hope Sow Farm which will use
an innovative Bion treatment system and reel type spray
irrigation system The solids will be removed from site.
d. Please provide a description of proposed wastewater treatment facilities: N/A
3. Residuals handling and utilization/disposal scheme:
a If residuals are being land applied, please specify DWQ Permit No. N/A
Residual Contractor
Telephone No.

PART II
- DESCRIPTION OF
WASTES
AND TREATMENT
WORKS (continued)
b.
Residuals stabilization:
PSRP_
PFRP Other
NIA (animal facility)
C. Landfill:
N/A
d. Other disposal/utilization scheme (Specify): N/A
4. Treatment plant classification (attach completed rating sheet): Spray Irrigation
5. SIC Code(s):
Primary Secondary N/A
Main Treatment Unit Code: N/A
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds (municipals only)? N/A
2. Special monitoring or limitations (including toxicity) requests: N/A
3. Important SOC, JOC or Compliance Schedule dates (please indicate):
Dge
Submission of Plans and Specifications N/A
Begin Construction N/A
Complete Construction N/A
4. Other Special Items:
Soils Information:
The fund application site is composed mainly of the soil types Autryville and Blanton soils.
Mr. Neal C. Floyd, a licensed soil scientist, verified the subject sites.
Lod Use:
The application fields are coastal bermuda fields with small grain over seed, in which both
crops are harvested for hay. The fields are owned by Michael Hope.

PART III - OTHER PERTINENT INFORMATION (continued)
' } trTSX611 -.. 11
The subject facility is a 2,400 sow and a 2,880 nursery swine fun. This innovative Bion
System consists of an initial bioreactor into which the waste from the houses flows. Next
is a solids ecoreactor with two cells into which the solids settle out. Liquids from the
ecoreactor flow into a second bioreactor from which water is recycled for hog house
flushing. Following the second bioreactor, the water flows into a water storage areas prior
to final land application onto the application fields via a traveling gun irrigation system
The settled solids of the ecoreactor, in which approximately 24,000 pounds of nitrogen
per year will be incorporated, will be harvested and transported off site for further
processing.
The total annual flow of wastewater from this facility is calculated to be 6,$23.800
gallons. According to the soil survey, the soil types Autryville and Blanton have a
maximum irrigation rate of 0.6 to 1.0 inches per hour. The waste generated from this
facility produces 4,900 pounds of plant available nitrogen per year. The application site is
coastal bermuda with a small grain over seed. The spray fields consisting of
approximately 58 acres can remove 10,236 pounds of plant available nitrogen (PART) per
year based on the waste utilization plan. Therefore, the spray field could utilize all the
PAN in the waste and still have a deficit. The hydraulic conductivity of the soil will be the
limiting constituent and not the amount of nitrogen in the waste.
Cronn Mmggemgnt Platt:
The application fields are Coastal Bermuda which is over seeded in winter months with
small grain. Wastewater will be applied onto acreage for nutrient uptake at no more than
agronomic rates for each crop.
Records Management:
All records will be the responsibility of Mke Hope Farms.
Ices ib.
The site proposed for waste application is owned and maintained by Mike Hope Farms.
Therefore, anyone on property other than authorized personnel would be trespassing.

C
PART IV - EVALUATION AND RECOMMENDATIONS
It is the recommendation of this office that the subject application be processed and the
appropriate permit issued.
v "
i ure of Report Preparer
Water Quality Supervisor
10
Date

Figure 3.1
Schematic of the Bion NMS for Mr. Michael Hope's 2,400 head sow and 2,880 head
nursery hog facility. (arrows indicate water flow pattern)

04.wsx usO uuu
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.
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1986
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i ra

` To: Permits and Engineering Unit
Water Quality Section
Attention: Sue Homewood
Date: October 15, 1998
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
COUNTY: Sampson
Permit No. AWI 820714
PART I - GENERAL INFORMATION
L Facility and Address: Michael Hope Farm
826 Chancey Rd.
Clinton, NC 28328
2. Date of Investigation: October 14, 1998
3. Report Prepared by: John Hasty
Environmental Specialist, FRO
4. Persons Contacted and Telephone Number: Michael Hope
[phone]
5. Directions to Site: The farm is located on the northeast side of SR 1221 approximately
.9 mile northwest of its intersection with SR 1220, south of Butler's
Crossroads in Sampson County.
6. Size (land available for expansion and upgrading): Approximately 58 acres are available
for irrigation during the summer and
winter ;months.
7. Topography (relationship to 100 year flood plain included): Rolling (0-3% slope)
Attach a U.S.G.S. map extract and indicate facility site.
U.S.G.S. Quad No.: U.S.G.S. Quad Name:
H 25 NE CMton Sim NC
Latitude:_ Longitude:_
8. Any buffer conflicts with location of nearest dwelling and water supply?
Yes No If Yes, explain:

0
PART I -GENERAL INFORMATION( continued):
9. Stream Basin Information:
a. Stream / Classification: Rocky Marsh Creek, Great Cohane Creek
/Class C Swamp
b. River Basin and Subbasin No.: Cape Fear River Basin CPF 19
C. Distance to surface water from disposal system: The nearest surface waters to
this site are approx. I 100 ft.
PART II - DESCRIPTION OF WASTES AND TREATMENT WORKS
1. a. Volume: 6.832.800 gal/yr
Solids Harvested: 523,762 gall year
b. Types and quantities of industrial wastewater:
C. Pretreatment Program (POTWs only): N/A
In development Approved
Should be required Not needed -- X
2. Treatment Facilities
NIA
a. What is the current permitted capacity of the facility`. N/A
b. What is the actual treatment capacity of the current facility (design volume)? N/A
C. Please provide a description of existing or substantially constructed wastewater
treatment facilities: The facility is for the Mile Hope Sow Farm which will use
an innovative Bion treatment system and reel type spray
irrigation system. The solids will be removed from site.
d. Please provide a description of proposed wastewater treatment facilities: N/A
3. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DWQ Permit No. N/A
Residual Contractor
Telephone No.

PART H - DESCRIPTION OF WASTES AND TREATMENT WORKS (continued)
b. Residuals stabilization: PSRP_ PFRP Other N/A (animal facility)
C. Landfill: N/A
d. Other disposal/utiilization scheme (Specify): N/A
4. Treatment plant classification (attach completed rating sheet): Spray Irrigation
5.
SIC Code(s):
Primary Secondary N/A
Main Treatment Unit Code: NIA
PART III - OTHER PERTINENT INFORMATION
1.
Is this facility being constructed with Construction Grant Funds (municipals only)? NIA
2.
Special monitoring or limitations (including toxicity) requests:
N/A
3.
Important SOC, JOC or Compliance Schedule dates (please indicate):
Submission of Plans and Specifications
N/A
Begin Construction
N/A
Complete Construction
N/A
4.
Other Special Items:
Soils 10formatio:
The land application site is composed mainly of the soil types Autryville and Blanton soils.
Mr. Neal C. Floyd, a licensed soil scientist, verified the subject sites.
Lan se:
The application fields are coastal bermuda fields with small grain over seed, in
which both
crops are harvested for hay. The fields are owned by Michael Hope.

PART III - OTHER PERTINENT INFORMATION (continued)
11 10 0 1 • ' i I I ' • - �"!
The subject facility is a 2,400 sow and a 2,880 nursery swine farm. This innovative Bion
System consists of an initial bioreactor into which the waste from the houses flows. Next
is a solids ecoreactor with two cells into which the solids settle out. Liquids from the
ecoreactor flow into a second bioreactor from which water is recycled for hog house
flushing. Following the second bioreactor, the water flows into a water storage area prior
to final land application onto the application fields via a traveling gun irrigation system.
The settled solids of the ecoreactor, in which approximately 24,000 pounds of nitrogen
per year will be incorporated, will be harvested and transported off site for further
processing.
Land Limiting Constituent:
The total annual flow of wastewater from this facility is calculated to be 6.823. QQ
lga lons. According to the soil survey, the soil types Autryville and Blanton have a
maximum irrigation rate of 0.6 to 1.0 inches per Hour. The waste generated from this
facility produces 4,900 pounds of plant available nitrogen per year. The application site is
coastal bermuda with a small grain over seed. The spray fields consisting of
approximately 58 acres can remove 10,236 pounds of plant available nitrogen (PAN) per
year based on the waste utilization plan. Therefore, the spray field could utilize all the
PAN in the waste and still have a deficit. The hydraulic conductivity of the soil will be the
limiting constituent and not the amount of nitrogen in the waste.
Crop ement
The application fields are Coastal Bermuda which is over seeded in winter months with
small grain. Wastewater will be applied onto acreage for nutrient uptake at no more than
agronomic rates for each crop.
Records Management:
All records will be the responsibility of Mike Hope Farms.
&cessib&y:
The site proposed for waste application is owned and maintained by Mike Hope Farms.
Therefore, anyone on property other than authorized personnel would be trespassing.

PART IV - EVALUATION AND RECOMMENDATIONS
It is the recommendation of this office that the subject application be processed and the
appropriate permit issued.
of Report Preparer
Water Quality Supervisor
1016hr
Date

ti w
Figure 3.1
Schematic of the Bion NMS for Mr. Michael Hope's 2,400 head sow and 2,880 head
nursery hog facility. (arrows indicate water flow pattern)

r� r!
r
"M
SCALE 1:24 000 KLAD CLAWMAnON
WW an
60=WWV W*Mk$4
AMIMMOS 0 W.M. R.A. [] U X. R-A. C) 6%ft 9
I —tu
CONTOM Qf"YAL a a=
SKOMW 920pmc WtxwaL Paw Of m
V COW%= wM mroka mAp AcmmAm sTAmpmo
pw F." 1511 u S. GFOLOG" SURM
m COWRAW was, OR RES"K vutc4fflA am
Vj
WC JUPOGL4."K ftLft M04"M= 13 AWAMA (W RF4UW
CLWTON SOLYTK N. C.
QOJQAM LA' *U#AWAW
w" uu FV W-&== wm
010
50,
ML
46

�OF WATF9Q Michael F. Easley, Governor
William G. Ross it., Secretary
rT North Carolina Department of Environment and Natural Resources
a Alan W. Klimek, P.E., Director
Division of Water Quality
November 12, 2003 i t
MEMORANDUM 1 ,
TO: Paul Rawls
FROM: Paul Sherman'Q�a
RE: Michael Hope Farm
Facility No. 82-714
Sampson County
Please find attached the submitted Animal Waste Management Plan Certification for the above
referenced farm. The CAWMP was submitted as required by the facility's permit after lagoon
construction was completed. The facility was permitted in August 1997, however, construction has just
now completed.
If you have any questions regarding this facility please do not hesitate to contact me.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer Service Center
An Equal Opportunity Action Employer
Internet http://h2o.enr.nc.state.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% post -consumer paper

Animal Waste Management Plan Certification F?ECEIV
ED
(PIease type or print all information that does not require a signature) WA*RI]llet e,,. —
Owners) Name:_
Mailing Address:
Farm Location: Fourteen Digit Hydrologic Unit
Latitude and Longitude: 'W" .91, / Z3 -t-r 12
No: ?At- ST -L- 84 `i
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.}: ' . i �'J, ' IL-Cl-Jh-J t,:ICS .
/-4.azev1 11r 11 r S Rib o ff o13[ o 41N.
+Ar��. � _i� y ri of iZ�T-•- -- - -- -
Operation Descriptiop:
Type of Swine No. of Animals
O Wean to Feeder
0 Feeder to Finish
XFarmw to Wean lben
0 Farrow to Feeder
❑ Farrow to Finish _
Type of Poultry No. of Animals Type of Cattle No. of Animals
© Layer Q Dairy
❑ Pullets fl Beef
Ocher Type of ,Livestock: Number of Animals:
Acreage Available for Application: A 9 . b Required Acreage: 3 a .3
Number of Lagoons / Storage Ponds :_I Total Capacity: I!-7 6 �4a` - Cubic Feet (ft3)
Are subsurface drains present on the farm: YES o NO (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man -ma a conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be tun -off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office or the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if die approved plan is changed) within 60 days of a title transfer -
Name of Land Owner:
Signature:
Date: y'- /Y-77 _-
Nante of Manager(if different from owner):
Signature: Date:
A«'C -- April 24, I996 1

III. Certification of Installation
A) Collection. Store. Treatment I!Mtallation
Mew, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Sb N R-C-S Date Work Completed: ! - 6 _0 3
Address(Agency): '9q- C��n "� ``'`
-Z-SL-S7,9.:
Phone NoQU,"'kic- '?4V -.S'1 Z -96 3
Signature: S . Date: _bY
B) Land Application Site (WUP)
Check the appropriate box
() The cropping system is in place on aII land as specified in the animal waste management plan.
() Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate for
compliance with the waste utilization plan.
() Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist(Please Print):
Affiliation: Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
This following signature No& is only to be used when the box for conditional approval in M.E above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completions from a
Technical Specialist within 15 calendar days following the date specifed in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement action
from DEM.
Name of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
Signature: Date:
AWC — August 1, 1997 4

Technical Specialist Certification
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 211.0217 and 15A NCAC 6F .o001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, SI, WUP, RC,I) the technical specialist should only certify parts for which they are technicaIIy competent.
11. Certification of Design
A) Collection, Storage, Treatment Sntem
Check the appropriate box
{) Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
New, expanded or retrofitted facili (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print)
!'A
va� (,)—. " _
Affiliation: � � j } _ a cs
Date Work Completed: _ 'er _ v
Address(Agency)gq 4` �x
d. C�Pho�r e�Vo. 2_7fd
Signature:
Date: y D
R) Land Anplication Site (WUP)
The plan provides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address (Agency):. Phone No:
Signature: Date:
C) Runoff Controls from Exterior Lots
Check the appropriate box
O Facili!y without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
O Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
AWC — August 1, 1997

THIS DESIGN IS FOR A SINGLE STAGE LAGOON
CLIENTS NAME _____________---_--__---_____----__-_>
Mike Hope
COUNTY =---------------------------------------->
Sampson Co. NC
TODAY'S DATE ____________________________________>
May 1, 2003
SITING LAW DISTANCES OKAY (YES OR NO) ___-_-___-_->
Yes
NUMBER OF PIGS WEAKLING TO FEEDER ________________=
0
NUMBER OF PIGS FEEDER TO FINISH _____ __________w-_=
0
NUMBER OF SOWS FARROW TO WEANLING=__-_-_______>
1,600
NUMBER OF SOWS FARROW TO FEEDER _______________>
0
NUMBER OF SOWS FARROW TO FINISH
0
NUMBER OF DEVELOPING GILTS
0
NUMBER OF STUD BOARS OR GESTATING SOWS =_______>
0
NUMBER OF LAYERS _____________________________=_>
0
NUMBER OF DAIRY COWS =_==__=__________________-_>
0
NUMBER OF YEARS OF SLUDGE ACCUMULATION =_=__-__>
5
(5 years minimum unless retrofit)
TOP LENGTH AT NORMAL WATER LEVEL _______________>
435.8 FEET
TOP WIDTH AT NORMAL WATER LEVEL
285.8 FEET
NORMAL WATER LEVEL ELEVATION =_______— =_____=_>
57.3 FEET
SEASONAL HIGH WATER TABLE ELEVATION =__=_-____=_>
53.7 FEET
SIDE SLOPES __________________---___-__- - ________>
3 :1
LAGOON BOTTOM ELEVATION ________________________>
51.3 FEET
Depth of Permanent Water 6.0
feet
(minimum depth including sludge = 6 feet)
(maximum depth of sludge = 2 feet)
Sludge Volume Needed 117776
cubic feet
Sludge Volume Provided @ 2.0 feet depth 207631
cubic feet
Permanent Volume Required
Permanent Volume Provided
581,952.0 cubic feet
671,969.0 cubic feet
ADDITIONAL DA W/O EVAP. (VEGETATED)
ADDITIONAL DA W/O EVAP. (NON-VEG.)
(i.e.. feedlot & non -diverted area)
ADDITIONAL D. A. WITH EVAPORATION
(i.e. pumpout pond)
LENGTH OF PUMPING CYCLE
GALLONS OF FRESH WATER ADDED DAILY
NORMAL RAINFALL FOR PUMPING CYCLE
PERCENT RUNOFF ON VEGETATED AREAS
PERCENT RUNOFF ON NON -VEGETATED AREAS
NORMAL EVAPORATION FOR PUMPING CYCLE
25YR124HR STORM RAINFALL
RUNOFF DEPTH FROM VEGETATED AREAS
RUNOFF DEPTH FROM NON -VEGETATED AREAS
INCLUDE HEAVY RAIN (YES=1, NO=O)
FREEBOARD (INCLUDES DEPTH OF EMERGENCY SPWY)
0 SQUARE FEET
0 SQUARE FEET
0 SQUARE FEET
180
DAYS
0
GALLONS
21.7
INCHES
30
PERCENT
65
PERCENT
13.3
INCHES
7.5
INCHES
0.0
INCHES
0.0
INCHES
1.0
(NUMBER ONLY)
1.45
FEET
Page 1 of 7

ESTIMATED TOP OF DAM ELEVATION _______ __________> 63.00 FEET
FREEBOARD OR CREST OF EMERGENCY SPWY ELEV =____> 61.55 FEET
PERMANENT POOL_ ELEVATION =______________________> 57.30 FEET
LAGOON BOTTOM ELEVATION 51.30 FEET
Temporary Storage Volume Needed 570,499.3 cubic feet
Temporary Storage Volume Provided 569,367.4 cubic feet
Top of Dam Elevation = 63.0 feet
Inside Dimensions of Lagoon at Top of Dam
Length 470.0 feet Width 320.0 feet
Dimensions of Lagoon at Bottom
Length 417.8 feet Width 267.8 feet
ESTIMATED DEPTH TO PUMP =_=______________________> 3.00 FEET
Volume To Be Pumped = 382,499.25 cubic feet
Volume for Estimated Depth = 393,462.12 cubic feet
Begin Pumping Elevation = 60.30 feet
Stop Pumping Elevation = 57.30 feet
DESIGNED BY:
DATE:
APPROVED BY. G
DATE:
Page 2 of 7

1. STEADY STATE LIVE WEIGHT
0
head weanling to feeder x 30 lbs.
= 0
lbs
0
head feeder to finishing x 135 lbs.
- 0
lbs
1600
sows farrow to weanling x 433 lbs.
= 692800
lbs
0
sows farrow to feeder x 522 lbs.
= 0
lbs
0
sows farrow to finishing x 1417 lbs.
= 0
lbs
0
developing gilts x 150 lbs.
= 0
lbs
0
stud boars or gestating sows x 400 lbs.
- 0
lbs
0
layers x 4 lbs.
- 0
lbs
0
head dairy cows x 1400 lbs.
= 0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 692,600 lbs
2. SLUDGE ACCUMULATION
Sludge accumulates at varying rates.
0
pounds weanling to feeder x 0.25
= 0
cu. ft.
0
pounds feeder to finishing x 025
= 0
cu. ft.
692800
pounds farrow to weanling x 0.17
= 117776
cu. ft-
0
pounds farrow to feeder x 0.17
= 0
cu. ft.
0
pounds farrow to finish x 0.25
- 0
cu. ft.
0
pounds of developing gilts x 0.25
= 0
cu. ft.
0
pounds of boar studs or gest. sows x 0.125
= 0
Cu. ft.
0
pounds of layers x 0.275
= 0
cu. ft.
0
pounds of dairy cows x 0.929
- 0
cu, ft.
TOTAL SLUDGE ACCUMULATION = 117,776 cu. ft.
3. REQUIRED LIQUID VOLUME OF LAGOON
Design Treatment Volume varies by animal type.
0
pounds weanling to feeder x 1.0
= 0
cu. ft.
0
pounds feeder to finishing x 1.0
= 0
cu_ ft.
692800
pounds farrow to weanling x 0.67
464176
cu. ft.
0
pounds farrow to feeder x 0.67
- 0
cu. ft.
0
pounds farrow to finish x 1.0
- 0
cu. ft.
0
pounds of developing gilts x 1.0
= 0
cu. ft.
0
pounds of boar studs or gest. sows x 1.0
= 0
cu. ft.
0
pounds of layers x 2.5
= 0
cu. ft.
0
pounds of dairy cows x 1.0
= 0
cu. ft.
TOTAL LIQUID VOLUME REQUIRED FOR LAGOON - 464,176.0 cu. ft.
TOTAL VOLUME FOR TREATMENT AND SLUDGE - 581,952.0 cu. ft_
Page 3 of 7

4. NORMAL LAGOON LIQUID LEVEL
• Maintain normal lagoon liquid level at elevation
57.3 feet
Construct lagoon bottom to elevation (finished)
51.3 feet
Lagoon size for normal lagoon liquid volume using prismodial formula:
SSIEND1 SSIEND2 SSISIDEI SSISIDE2
DEPTH
3 3 3 3
6
AREA OF TOP
LENGTH x WIDTH
435.8 285.8 124551.6 square feet
AREA OF BOTTOM
Lb x Wb
399.8 249.8 99870.0 square feet
AREA OF MIDSECTION
Lm x Wm
417.8 267.8 111886.8 square feet
CU. YD. = [AREA TOP + (4'AREA MIDSECTION) + AREA BOTTOM] "
DEPTH16
124551.6 447547A 99870.0
1.0
VOLUME OF LAGOON AT NORMAL LAGOON LIQUID LEVEL =
671,969.0 cu. ft.
VOLUME NEEDED -
581,952.0 cu. ft.
THE SURFACE DIMENSIONS OF THE LAGOON AT NORMAL LIQUID LEVEL
ARE: 435.8 FEET LONG BY 285.8
FEET WIDE
4A. SLUDGE VOLUME
AREA OF BOTTOM
Lb x
Wb
399.8
249.8
99870.0 square feet
AREA OF TOP
LENGTH x
WIDTH
411.8
261.8
107809.24 square feet
AREA OF MIDSECTION
Lm x
Wm
405.8
255.8
103803.64 square feet
- CU. YD. = [AREA TOP + (4`AREA MIDSECTION) + AREA BOTTOM] ` DEPTH/6
107809.2
415214.6
99870.0 0.333
VOLUME OF SLUDGE AT 2.0 FEET OF DEPTH = 207631 cu. ft_
SLUDGE VOLUME NEEDED = 117776 cu. ft.
Page 4 of 7

5. DAM
Place spoil as a continuos dam to elevation 63.0
feet.
6. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dam)
Length x Width
470.0 320.0 150400.0 square feet
Additional Drainage Area Without Evaporation
Vegetated 0.0 square feet
Non -Vegetated 0.0 square feet
Additional Drainage Area With Evaporation
0.0 square feet
TOTAL. DA 150400.0 square feet
Pumping cycle to be 180 days.
6A.
Volume of waste produced
0
head weanfing to feeder x 0.5 gals/day —
0
gals/day
0
head feeder to finishing x 2.3 gals/day =
0
galslday
1600
sows farrow to weanling x 7.2 galslday =
11520
gals/day
0
sows farrow to feeder x 8.0 galslday —
0
gals/day
0
sows farrow to finish x 23.0 gals/day =
0
galslday
0
developing gilts x 2.5 gals/day =
0
galslday
0
stud boars or gestating sows x 6.7 gals/day =
0
gals/day
0
layers x 0.045 gals/day —
0
gals/day
0
head dairy cows x 22.0 gals/day =
0
gals/day
TOTAL VOLUME OF WASTE —
11,520.0
gals/day
Volume = 11520 galslday x 180
days in the pumping
cycle divided by 7.48 gallons per cu. ft.
Volume = 277,219.25 cubic feet
6B.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by the largest amount.
Excess rainfall (difference) = 8.4 inches
Volume = Volume from lagoon + volume from feedlots, etc. + volume from other sources
Volume = 105,280.00 cubic feet
n --=-f7

6C. Volume of fresh water added
This is the amount of fresh water used for washing floors or volume of fresh water
used for a flush system. Flush systems that recycle the lagoon water are accounted
for in 6A.
Volume = 0 gallons/day x 180 days in pumping
cycle divided by 7.48 gallons per cubic foot.
Volume = 0.00 cubic feet
6D. Volume of 25 year - 24 hour storm
Volume = Volume from lagoon + volume from feedlots, etc. + volume from other sources
Volume = 94,000.00 cubic feet
6E. Volume of "Heavy Rain"
Volume = Volume from lagoon + volume from feedlots, etc. + volume from other sources
Volume = 94,000.00 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
6A. 277219.25 cubic feet of waste
6B. 105280.00 cubic feet of excess rainfall
6C. 0.00 cubic feet of fresh wash water
6D. 94000.00 cubic feet of 25yr - 24hr storm water
6E. 94000.00 cubic feet of heavy rainfall
TOTAL TEMPORARY STORAGE 570.499.25 cubic feet
7. DEPTH OF STORAGE REQUIRED (ABOVE NORMAL LIQUID ELEVATION OF LAGOON)
VOLUME OF TEMPORARY STORAGE WHEN TOP OF DAM IS 63.00 FEET ELEV_
AREA OF BOTTOM = 124551.E sq. ft.
AREA OF TOP - 143602.7 sq. ft.
AREA OF MID -SECTION - 133914.6 sq_ ft.
VOLUME PROVIDED - 569367.36 cubic feet
THE DIMENSIONS OF THE INSIDE EDGE OF THE DAM AT ELEVATION 63.0 FT.
ARE: 470.0 FEET BY 320.0 FEET
Page 6 of 7

8. SET BEGIN PUMPING ELEVATION
PUMPED STORAGE VOLUME
6A. 277219.25 cubic feet of waste
6B. 105280.00 cubic feet of excess rainfall
6C. 0.00 cubic feet of fresh wash water
TOTAL VOLUME TO BE PUMPED = 382,499.25 cubic feet
VOLUME AT ESTIMATED PUMPING DEPTH
AREA OF BOTTOM = 124551.64 sq. ft.
AREA OF TOP = 137864.44 sq. ft.
AREA OF MID -SECTION = 131127.04 sq, ft.
PUMPING VOLUME PROVIDED = 393,462.12 cubic feet
Page 7 of 7

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004 RECEIVED
Michael Hope OCT 15 2034
Michael Hope Farm
826 Chancey Road MR - FAYE TEV11E RECONAL OFFICE
Clinton NC 28328
Subject: Certificate of Coverage No. AWS820714
Michael Hope Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dcar Michael Hope:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on March 4, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Michael
Hope, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS820714 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Michael Hope Farm, located in Sampson County, with an animal capacity of no
greater than an annual average of 1600 Farrow to Wean swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting_ Please pay careful attention to the record kee in
and monitoring conditions in this permit.
Aquifer Protection Section — Animal Feeding Operations Unit One
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 NorthCarolina
Phone; 919-733-3221 / FAX: [phone] Internet: h2o.enr.state,nc.us Natitrally
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per MRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or Iimitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Health Department
Sampson County Soil and Water Conservation District
Permit File AWS820714
APS Central Files

WASTE UTILIZATION PLAN
Monday, January 14, 2008
Producer : sHw Farms
Farm Name: SHw sow Farm 82-714
2080 Wilson WAS Rd
Smithfield,Nc 27577
Telephone (919) 98M878
Type of Operation : Farrow to Weanling Swine
Number of Animals : 1600 sows design capacity
Application Method: 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 of 9

r I
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1600 sows X 6.1 tons waste/sowslyear = 9760 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1600 sows X 5.4 lbs PAN/sows/year = 8640 PAN/year
Applying the above amount of waste is a big jab. 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 LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE WACRE USED TIME
10347
1
BLANTON 0-5%
BC
3.8
190
0
2.11
400.9
MAR-SEP
10347
1
BLA14TON 0-5%
SG
1
50
0
2.11
105.5
SEPWAY
�10346
10
BLANTON 0-5%
Be
3.8
190
0
5.74
1090.6
MAR-SEP
10346
- 10
BLANTON 0-5%
SG
1
50
0
5.74
287
SEP-MAY
10346
11
BLANTON 0-5%
Be
3.81
190
0
5.6
1064
MAR-SEP
10346
-• 11
BLANTON 0-5%
SG
11
50
D
5.6
280
SEP-MAY
10346
12
BLANTON 0-5%
Be
3.8
190
0
4.55
864.5
MAR-SEP
10346
- 12
BLANTON 0-5%
SG
11
50
0
4.55
227.5
SEP-MAY
10347
2
BLANTON 0-5%
BC
3.81
190
0
0.82
155.E
MAR-SEP
10347
2
BLANTON 0-5%
SG
11
50
0
0.821
41
SEP-MAY
10347
3
BLANTON 0-5%
Be
3.81
190
0
5.01
951.9
MAR-SEP
10347
3
BLANTON 0-5%
SG
1
50
0
5.01
250.5
SEP-MAY
10347
4
BLANTON D-5%
BC
3.8
1901
0
2.31
438.9
MAR-SEP
10347
4
BLANTON D-5%
SG
1
50
0
2.31
115.5
SEP-MAY
10347
5
AUTRYVII IF ALL
Be
4.7
235
0
4.13
970.55
MAR-SEP
10347
5
AUTRYVILLE ALL
SG
1
50
0
4.13
206.5
SEP-MAY
10347
6
AUTRYVILLE ALL
Be
4.7
235
0
2.79
555.65
MAR-SEP
10347
- 6
AUTRYVILLE ALL
SG
1
50
0
2.79
139.5
SEP-MAY
10347
f 7
AUTRYVILLE ALL
BC
4.7
235
0
2.26
531.1
MAR-SEP
10347
7
AUTRYVILLE ALL
SG
1
50
0
2.2E
113
SEP-MAY
1D346
8
BLANTON 0-5%
BC
3.8
190
0
6.74
1280.E
MAR-SEP
10346
- 8
BLANTON 0-5%
SG
1
50
0
6.74
337
SEP-MAY
10346
9
BLANTON 0-5%
Be
3.8
1901
0
6.97
1324.3
MAR-SEP
1034E
9
BLANTON D-5% I
SG
1
50
0
6.97
348.5
SEP-MAY
10347
PT1
AUTRYVILLE ALL
SA
1
202
0
7.96
1607.92
APR-AUG
10347
- PT1
AUTRYVILLE ALL
SG
1
75
0
7.96
597
SEP-APR
10347
PT2
AUTRYVILLE ALL
SA
1
202
0
9.06
1830,12
APR-AUG
10347
- PT2
AUTRYVILLE ALL
SG
1
75
0
9.06
679.5
SEP-APR
10347
- PT3
AUTRYVILLE ALL
SA
1
202
0
6.4
1292.8
APR-AUG
10347
- PT3
AUTRYVILLE ALL
SG
1
75
0
6A
480
SEP-APR
10346
UTRYVILLE ALL
SA
1
202
0
11.3
2282.6
APR-AUG
10346
UTRYVILLE ALL
SG
1
75
0
11.3
847.5
SEP-APR
10346
FPT4
UTRYVILLE ALL
SA
1
202
0
9.52
1923.04
APR-AUG
10346
UTRYVILLE ALL
SG
1
75
0
9.52
714
SEPAPR
10346
UTRYVILLE ALL
SA
1
202
0
8.89
1795.78
APR-AUG
1034E
- PT6 JAUTRYVILLE
ALL
SG
1
75
0
8.89
666.75
SEP-APR
TOTALS. 25591.3
-- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
Page 2 of 11

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 wilt require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 3 of 9

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.)
There are no Acres Leased
-- 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:
CROP CODE CROP
Bc HYBRID BERMUDAGRASS-CONTROLLED GRAZED
SG SMALL GRAIN OVERSEEDED
SA SUMMER ANNUALS
UNITS
LOS NIUNIT
TONS
50
AC
50
AC
110
Page 4of9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
[TABLE 1 102.16 26,897
TOTALS: 102.16 26,897
AMOUNT OF N PRODUCED: 8,640
" BALANCE-18,267
I 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 1408 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 0 days of temporary storage and the temporary storage must be
removed on the average of once every 0 months. In no instance should the volume of waste
being stored in your structure be within 0 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 (intho ABAT (inches)
10346
BLANTON 0-5%
SG
0.75
'1
10346
10, 11, 1z, 8, 9
BLANTON 0-5%
BC
0,75
11
10346
-Pr4,-Pr5,-PT6
ALITRYVILLE ALL
5G
0,60
•1
10346
-PT4, --PT5, -PT6
AUTRYVILLE ALL
SA
0.60
'1
10347
-1.-2, -3. -4
BLANTON 0-5%
SG
0.75
`1
10347
1, 2, 3, 4
BLANTON 0-5%
BC
0.75
'1
10347
5, -6, --7. -M, -PT2, -PT3
AUTRYVILLE ALL
SG
0.60
.1
10347
-PTl,-PT2,-FT3
AUTRYVILLEALL
SA
0.60
'1
10347
5,6,7
AUTRYVILLE ALL
BC
0.60
'1
Page 5 of 11

" 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 6 of 9

NARRATIVE OF OPERATION
Acreages are based on wettable acreage determinations completed on 12/13/05 and
12117/07. Producer has option to plant tobacco in any summer annual (millet) field. No waste
should be applied to the tobacco crop.
Page 7 of 9

PLANS S 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 $1 D,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 any residential property boundary
and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
Page 8 of 9

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 small 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.
*1 & 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.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 9 of 9

NAME OF FARM: SHW Sow Farm 82-714
OWNER I MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures 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 FA
ITY OWNER: S-�H]W Farms
SIGNATURE:
J'44✓ ✓�
NAME OF M
AGER (if different from owner): —
SIGNATURE:
DATE:
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: f' R I V A T E
ADDRESS (AGENCY): / 0 3 G- -. tei C t�S Crrt I, -
Clinton, NC 28328
please print
(910) 592- 504. O
SIGNATURE: DATE:
Page 11 of 9

Sheets
i
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: SHW Sow Farm
Address: 2350 Wilson Mills Rd.
Smithfield, NC
Telephone: [phone]
Table I • Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres) Soil Tvae Slooe % CroA(s)
County: Sampson
Date: 12/13/2005
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(In1hr)
(inches) Comments
1
2.11
BOB
<5
Bermuda
0.6
.5-1
`note well buffers
2
0.82
BoB
<5
Bermuda
0.6
.5-1
3
5.01
BOB
<5
Bermuda
0.6
.5-1
4
2.31
BOB
<5
Bermuda
0.6
.5-1
5
4.13
AuB
<5
Bermuda
0.6
.5-1
6
2.79
AuB
<5
Bermuda
0.6
.5-1
7
2.26
AuB
<5
Bermuda
0.6
.5-1
PT1
7.96
AuB
<5
Bermuda
0.6
.5-1
PT2
9.06
AuB
<5
Bermuda
0.6
.5-1
PT3
6.4
AuB
<5
Bermuda
0.6
.5-1
PT4
11.3
AuB
<5
Bermuda
0.6
.5-1
PT5
9.52
AuB
<5
Bermuda
0.6
.5-1
`note well and residence buffers
PT6
8.89
AuB
<5
Bermuda
0.6
.5-1

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Travellers
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating .
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ftlmin) (in/hr.) Width Lenglh(ft) _(feet) (lnch� _at_Gun(psi) at_reel(psi) Pattern Comments - Acres per pull
A

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address- 9 635 W. Wards Bridge Rd. Warsaw, NC 28398
Prone. [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A state drawing of the proposed irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
A. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRC5 standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It Is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.
C?�Q

5heet5
Narrative of Irrigation System Operation
This system design incorporates the use of two existing center pivot system with a new dry hydrant/reel system.
SB515 setback requirements must be maintained, including 100' from well, 50' from property line, 200' from residence,
75' from blue tine streams.
Reels should not be operated when pivot is in operation. Gate valves should be Installed on both the
new 6" line to prevent charging with freshwater, and on the existing 8" line between the Intersection of the 6" line and
the freshwater source. The 8" valve should be closed during any Irrigation event using swine waste. The 6" UGV
should be closed when irrigating with freshwater.
Care should be taken on PT 5 to adhere to buffer requirements from residences.
s

Sheet4
TABLE 4 - lrrigation System Specifications
Traveling
Satin Set
Irrigation Gun
Irrigation
Flow Rate of S rinkler (m)
205
Operating Pressure at Pump (psi)
105.0
Design Precipitation Rate (inlhr)
0.34
Hose Length feet
980
xxxxx xx
Type of Speed Compensation
Mechanical
xxxxx xx
Pump Tyee {PTO, Engine, Electric)
Engine
Pum Power Requirement (h)
25.1
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 de ree bend
2.66
Page 10

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson
150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
'205 gpm
Wetted Diameter:
300 feet
Lane Snacinas
Desired Spacing (%):
70 %
Design Spacing(feet):'
210 feet
Actual Spacing (feet):
200 feet
Actual Spacing (%):
67 %
Application Rate
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 inlhr
220 degree arc =
0.56 in/hr
180 degree arc =
0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
2.19 ft/min
220 degree arc =
2.63 ft/min
180 degree arc =
4.39 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feeVsec.`"
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.32 ft/sec.
Page 13

N
Sheet?
��- Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 450 feet
Friction Loss is figured using HazenMiiliam's Equation
Friction Loss= 0.30 feet1100 feet
Max. Mainline Loss = 1.4 feet or 0.6 psi
Total Dynamic Head
Sprinkler Pressure: 50 psi
Loss through traveller: 45 psi
Elevation head: 2.3 psi
Mainline loss: 0.6 psi
Suction head and lift: 2.1 psi
5% fitting loss: 5.0 psi
TOTAL(TDH) = 105.0 psi or 242.5 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 39601 Pump effeciency
Pump Description: Berkeley BU
Pump Efficiency: 50 %
Horsepower Required: 25.1 Hp
Thrust Blocking
Thrust Block Area = Thrust ! Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee. 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 105.0 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 14

Sheet?
[M.
�— NPSHA: 21
NPSHR: 7 *from pump curve
If NPSHA>NPSHR OK
Page 15

102
Sheet8
ACREAGE CALCULATIONS
Pull #
Width
Length
Start End
Stop End
Pull Acres
Field #
Field Acres
1
234
302
0.49
0
2.11
1
10.24
2
100
249
0.245
0
0.82
3
234
772
0.49
0.371
5.01
4
165
468
0.34
0.1951
2.31
5
234
605
6.49
0.39
4.13
2
9.17
6
200
428
0.45
0.37
2.79
7
234
256
0.49
0.39
2.26
1
I
I
I
Page 16

Sheet9
Acreage Calculations - Pivot Pt.s
Pivot Length - 298'
End gun radius - 107'
Acreage wl end guru off -
6.40
Acreage w/ end gun on -
11.83
Pivot Pt.
Deg. 'on'
Den. 'off
Acres
1
103
257
7.96
21
176
184
9.06
31
149
211
6.40
Pivot Length - 334'
End gun radius - 107'
Acreage wl end gun off
-
8.05
Acreage wl end gun on -
14.03
Pivot Pt.
IDeq. 'on'
Deg 'ofF
Acres
4
196
164
11.30
5
89
2711
9.52
6
51
308
8.89
Page 17

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Scale: 1"=5
Field Oepress;on
r_- -. 60"VV%

HARD HOSE TRAVELING GUN SYSTEM COMPUTATIONAL WORKSHEET
Farm Name s> � �./%�— Te.,cTNumber /03!gg Field Number
Existing System Travel Lanes — �-- Interior-3 Exterior --2,
Wetted Diameter (ft) 3.20
Lane Spacing (ft) yd As a percentage of wetted diameter 75- `4
Hydrant layout r./ Multiple lanes Single hydrant
PULL # $ Interior . Exterior
, -& acres start end of pull Table NV6 75— Column
4�—.Oy acres middle part of pull
(pull length i9'0 ft X wetted width ft / 43,560 )
acres stop end of pull Table ,"C7 L Column Q
TOTAL acres for pull
PULL # Interior ✓ Exterior
S b acres start end of pull Table IVT 7S- Column
acres middle part of pull
(pull length !aD ftX wetted width Z V Oft / 43,560 )
acres stop end of pull Table Column 6-
7 TOTAL acres for pull
PULL # L Interior Exterior
5(, acres start end of pull Table T 1}` Column
S. acres middle part of pull
(pull length 4YG` ft X wetted width ay0 ft 1 43,560)
acres stop end of pull Table Column
TOTAL acres for pull
320 ;/2 4- 2 YI712
/Gr"j /;! q
PULL # - �- Interior ✓ Exterior
r-1? acres start end of pull Table A!7 ?Y- Column
S. 9 _ acres middle part of pull
(pull length # yp ft X wetted width D, (/ 0 ft / 43-,560 )
acres stop end of pull Table N> 71- Column
TOTAL acres for pull
PULL # Interior Exterior ✓_
211 acres start end of pull Table 11r` 15` Column
s sue=
n?. .,� acres middle part of pull
i 3 F (pull length :3 ao ft X wetted width G'a ft ! 43,560)
acres stop end of pull Table Column
TOTAL acres for pull
PULL # Interior Exterior
acres start end of pull Table Column
acres middle part of pull
{pull length ft X wetted width ft / 43,560 )
acres stop end of pull Table Column
TOTAL acres for pull

I

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March 18, 2008
Mr. Stephen A. Barnhardt
Regional Aquifer protection Supervisor
Division of Water Quality
225 Green St., Suite 714
Fayetteville, NC 28301
Dear Mr. Barnhardt,
This letter is to provide copies of Waste Utilization Plans for Sullivan Nursery
(82-175), S & O Swine (82-282), SHW Farms (82-714), JT Howard & Sons Sow
Farm(82-516), and Scott Byrd Nursery (82-669).
Specifically, Sullivan Nursery and Scott Byrd Nursery have had new irrigation
designs completed. S & O Swine has had nitrogen rates updated to the most current
RYE tables and SHW has added a new sprayfield; tract 10346, field 2. Howard Sow
Farm is a courtesy copy; you should have one in your files from when this farm was
combined last year.
I would be glad to answer any questions you might have concerning these items.
I may be reached at [phone] or [phone].
Thank you for your attention and cooperation regarding this matter.
Sincerely,
Curtis Barwick
Technical Specialist
l'i -.-ea i '-r due; s 7. ice; '' • ' ! ��

Michael F. Fasley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 17, 2004
SHW Sow Farm, LLC
Michael Hope Farm
2080 Wilson Mills Road
Smithfield NC 27577
Alan W_ Klimek, P.E. Director
Division of Water Quality
RECEIVED
JAN 03 2M5
00-FAYETIEIrILLE REGIONALOFROE
Subject: Certificate of Coverage No. AWS820714
Michael Hope Farm
Swine Waste Collection, Treatment,
Storage and Application System
Sampson County
Dear S11W Sow Farm, LLC:
In accordance with your Notification of Change of Ownership received on December 14, 2004, we are
hereby forwarding to you this Certificate of Coverage (COC) issued to SHW Sow Farm, LLC,
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 Michael Hope Farm, located in Sampson County, with an animal capacity of no
greater than an annual average of 1600 Farrow to Wean swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unnecessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and shall hereby void
Certificate of Coverage Number AWS820714 dated October 1, 2004, and shall be subject to the
conditions and limitations as specified therein. Pursuant to this COC, you are authorized and required to
operate the system in conformity with the conditions and limitations as specified in the General Permit,
the facility's CAWMP, and this COC. An adequate system for collecting and maintaining the required
monitoring data and operational information must be established for this facility. Any increase in waste
production greater than the certified design capacity or increase in number of animals authorized by this
COC (as provided above) will require a modification to the CAWMP and this COC and must be
completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record kee in
and monitoring conditions in this permit.
If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
No7rthCaro I i na
�y
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service Naturally
Internet: http://h2o.enr.state.ne.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opporlunily/Affam be Action Employer — 50% Retycledl10% Post Consumer Paper

r
0
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A. NCAC 21-1 .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact J R Joshi at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWGI00000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Sampson County Health Department
Fayetteville Regional Office, Aquifer Protection Section
Sampson County Soil and Water Conservation District
Permit File AWS820714
AFOU Files

W
f
RECEIVED
FEB 15 2W8
W-FAYErMMUEPRI NALOM
Curtis Barwick
103 Country Club Circle
Clinton, NC 28328
February 11, 2008
North Carolina Division of Aquifer Protection
Attn: Mr. Art Barnhardt
225 Green Street
Suite 714
Fayetteville, NC 28301
Dear Mr Barnhardt,
Please find enclosed the following updated Waste Utilization Plans for:
SHW Sow Farm (82-714); field 2 on tract 10346 has been added to the plan.
Scott Byrd Nursery (82-669); acreages gave been changed due to a new irrigation design.
If you need further information regarding this please call me at 910 592-9090. Thank you for
your attention to this matter.
Sincerely,
Curtis Barwick
Technical Specialist

WASTE UTILIZATION PLAN
Monday, January 14, 2008
Producer: SHw Farms
Farm Name:
SHW Sow Farm 82-714
2080 Wilson Mills Rd
Smithfield,NC 27577
Telephone # :
(919) 989-BB78
Type of Operation :
Farrow to Weanling Swine
Number of Animals :
1600 sows design capacity
Application Method:
Irrigation
RECEIVED
FEB 15 2008
004Al"ETiEVItl.ERMO MLORCE
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 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1600 sows X 6.1 tons waste/sows/year = 9760 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1600 sows X 6.4 ibs PAN/sows/year = 8640 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 fallowing acreage will be needed for waste application based on the crap to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE NIACRE USED TIME
10347
1
BLANTON 0-5%
BC
3.8
190
0
2.11
400.9
NEAR-SEP
10347
- 1
BLANTON 0-5%
SG
11
50
0
2.11
105.5
SEP-MAY
10346
10
BLANTON 0-5%
BC
3.8
190
0
5.74
1090.6
MAR-SEP
10346
- 10
BLANTON D-5%
SG
1
50
0
5.74
287
SEP-MAY
10346
11
BLANTON 0-5%
BC
3.8
1901
0
5.6
1064
MAR-SEP
10346
- 11
BLANTON 0-5%
SG
1
50
0
5.6
280
SEP-MAY
10346
12
IBLANTON 0-5°%
BC
3.8
190i
0
4.55
864.5
MAR-SEP
10346
- 12
BLANTON 0-5%
SG
1
50
0
4.55
227.5
SEP-MAY
10347
2
BLANTON 0-5%
BC
3.8
1 90J
0
0.82
155.8
MAR-SEP
10347
2
BLANTON 0-5°%
SG
1
50f
D
0.82
41
SEP-MAY
10347
3
BLANTON 0-5'%
BC
3.B
1901
01
5.01
951.9
MAR-SEP
10347
3
BLANTON G-5°%
SG
i
50
0
5.01
250.5
SEP-MAY
10347
4
BLANTON 0-5°%
BC
3.8
1901
0
2.31
438.9
MAR-SEP
1547
4
BLANTON D-5%
SG
1
50
0
2.31
115.5
SEP-MAY
10347
5
AUTRYVILLE ALL
BG
4.7
2351
0
4.13
970.55
MAR-SEP
10347
5
AUTRYVILLE ALL
SG
1
501
0
4.13
206.5
SEP-MAY
10347
6
UTRYVILLE ALL
BC
4.7
235
0
2.79
655.65
MAR-SEP
10347
6
AUTRYVILLE ALL
SG
1
50
0
2.791
139.5
SEP-MAY
10347
7
AUTRYVILLE ALL
BC
4.7
2351
01
2.26
531.1
MAR-SEP
10347
7
AUTRYVILLE ALL
SG
1
501
01
2.261
113
SEP-MAY
10346
8 ]BLANTON
0-5%
BC
3.81
1901
01
6.74
1280.6
MAR-SEP
10346
8
BLANTON 0-5%
SG
1
501
0
6.74
337
SEP-MAY
10346
9
BLANTON 0-5°%
BC
3.8
190
0
6.97
1324.3
MAR-SEP
10346
9
BLANTON 0-5°%
SG
1
50
0
6.97
348.5
SEP-MAY
10347
- PT1 JAUTRYVILLE
ALL
SA
1
202
0
7.96
1607.92
APR-AUG
10347
-. PT1 JAUTRYVILLE
ALL
SG
1
75
0
7.96
597
SEP-APR
10347
PT2
AUTRYVILLE ALL
SA
1
2021
0
9,061
1830.12
APR-AUG
10347
- PT2 JAUTRYVILLE
ALL
SG
1
751
0
9.06
679.5
SEP-APR
10347
- PT3 JAUTRYVILLE
ALL
SA 1
1
202I
01
6A
1292.8
APR-AUG
10347
- PT3
AUTRYVILLE ALL
SG
1
75
0
6.4
480
SEP-APR
10346
-• PT4
AUTRYVILLE ALL
SA
1
202
01
11.3
2282.6
APR AUG
10346
- PT4
AUTRYVILLE ALL
SG
1
75
0
11.3
947.5
SEP-APR
10346
- PT5
AUTRYVILLE ALL
SA
1
2021
0
9.52
1923.04
APR-AUG
1D346
- PT5
ALITRYVILLE ALL
SG
1
75
0
9.52
714
SEP-APR
1D346
- PT6
AUTRYVILLE ALL
SA
1
2D2
0
8_B9
1745.78
-AUGAPR
10346 I-
PT6
AUTRYVILLE ALL
SG
1
75
0
8.89
666.75
5EP-APR
TOTALS. 26897.3
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
Page 2 of 11

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 3 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only it operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is tieing 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:
CROP CODE CROP
BC HYBRID BERMUDAGRASS-CONTROLLED GRAZED
SG SMALL GRAIN DVERSEEDED
SA SUMMER ANNUALS
UNITS
LBS N/UNIT
TONS
50
AC
50
AC
110
Page 4 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
(TABLE 1 102.16 26,897
TOTALS: I 162.15 26,897
AMOUNT OF N PRODUCED: 8,640
*"BALANCE -18,257
*** 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 1408 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 0 days of temporary storage and the temporary storage must be
removed on the average of once every 0 months. In no instance should the volume of waste
being stored in your structure be within 0 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 (Whr) AMT (inches)
1034E
10, -11, -12, -8, -4
BLANTON 0-5°%
SG
0.75
.1
10346
BLANTON 0-5°%
BC
0.75
'1
10346
-PT4, -PTS, -PT6
ALITRYVILLE ALL
SG
0.60
'1
10346
-Pr4, -Pr5, -PT6
AUTRYVILLE ALL
SA
0.60
'1
10347
-1, -2, -3, -4
BLANTON 0-5%
SG
0.75
"1
10347
1.2, 3, 4
BLANTON 0-5°%
BC
0.75
'1
10347
5, --6, -7, -PTI, -MT -PT3
ALITRYVILLE ALL
SG
0.60
"1
10347
-Prl, -P72, -PT3
L]TRYVILL£ ALL.
SA
0.60
'1
10347
5, 6, 7
AUTRYVILLE ALL
BC
0.60
'1
Page 5of11

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 6of9

NARRATIVE OF OPERATION
Acreages are based on wettable acreage determinations completed on 12/13/05 and
12/17/07, Producer has option to plant tobacco in any summer annual (millet) field. No waste
should be applied to the tobacco crop.
Page 7 of 9

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.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
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 any residential property boundary
and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
Page 8 of 9

i
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.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 9of9

NAME OF FARM: SHW Sow Farm 82-714
OWNER I 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 FAC LITY OWNER: SHHJW Farms
SIGNATURE. DATE:
NAME OF M i AGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: f' 2) VAT E
ADDRESS (AGENCY): / E 3 & --,tr> C &,S Crrt it
Clinton, NC 28328
//1 A(910) 592-/�
SIGNATURE: f ,7 /2 DATE:
Page 11 of 9

Sheetl
r'•�
i
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: SHW Sow Farm
Address: 2350 Wilson Mills Rd.
Smithfield, NC
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres) Soil Tvpe Slooe % Crop(s)
County: Sampson
Date: 12113/2005
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(Inlhr)
(inches)
Comments
1
2.11
BOB
<5
Bermuda
0.6
.5-1
*note weil buffers
2
0.82
BoB
<5
Bermuda
0.6
.5-1
3
5.01
BOB
<5
Bermuda
0.6
.5-1
4
2.31
BOB
<5
Bermuda
0.6
.5-1
5
4.13
AuB
<5
Bermuda
0.6
.5-1
6
2.79
AuB
<5
Bermuda
0.6
.5-1
7
2.26
AuB
<5
Bermuda
0.6
.5-1
PT1
7.96
AuB
<5
Bermuda
0.6
.5-1
PT2
9.06
AuB
<5
Bermuda
0.6
.5-1
PT3
6.4
AuB
<5
Bermuda
0.6
.5-1
PT4
11.3
AuB
<5
Bermuda
0.6
.5-1
PT5
9.52
AuB
<5
Bermuda
0.6
.5-1
'note well and residence buffers
PT6
8.89
AuB
<5
Bermuda
0.6
.5-1

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Travellers �^
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Are
Hvdrant No. (ft/min) (in/hr.) Width(ft.) Lenoth(fl) (feet) (Inches) at Gun(psi) at reeftsi) Pattern Comments - Acres oer Dull
71

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed Irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the Irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE,
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of W or wider must be maintained between the limits of the Irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This system design incorporates the use of two existing center pivot system with a new dry hydrant/reel system.
SB515 setback requirements must be maintained, including 100' from well, 50' from property line, 200' from residence,
75' from blue line streams.
Reels should not be operated when pivot is in operation. Gate valves should be installed on both the
new 6" line to prevent charging with freshwater, and on the existing S" line between the intersection of the 6" line and
the freshwater source. The 8" valve should be closed during any irrigation event using swine waste. The 6" UGV
should be closed when irrigating with freshwater.
Care should be taken on PT 5 to adhere to buffer requirements from residences.
s

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
205
Operating Pressure at Pump (psi)
105.0
Design Precipitation Rate (inlhr)
0.34
Hose Length (feet)
980
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
25.1
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
Page 10

Sheet?
ZA7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.18 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
205 gpm
Wetted Diameter:
300 feet
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):'
210 feet
Actual Spacing (feet):
200 feet
Actual Spacing (%):
67 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.34 in/hr
300 degree arc =
0.41 in/hr
220 degree arc =
0.56 in/hr
180 degree arc =
0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
2.19 ft/min
220 degree arc =
2.63 ft/min
180 degree arc =
4.39 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feettsec.**
"For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.32 ft/sec.
Page 13

N
Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 1
Total distance: 450 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.30 feet/100 feet
Max. Mainline Loss = 1.4 feet or 0.6 psi
Total Dynamic Head
Sprinkler Pressure: 50 psi
Loss through traveller: 45 psi
Elevation head: 2.3 psi
Mainline loss: 0.6 psi
Suction head and lift: 2.1 psi
5% fitting loss: 5.0 psi
TOTAL(TDH) = 105.0 psi or 242.5 feet
Horsepower Required
Horsepower = l'lowrate x TDH(feet) / 39601 Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 50 %
Horsepower Required: 25.1 Hp
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 105.0 psi
7D% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 14

Sheet?
ME
NPSHA: 21
NPSHR: 7 'from pump curve
If NPSHA>NPSHR OK
Page 15

Sheet8
ACREAGE CALCULATIONS
Pull #
Width
Length
Start End
Stop End
Pull Acres
Field #
Field Acres
1
234
302
0.49
0
2.11
1
10.24
2
100
249
0.245
0
0.82
3
234
772
0.49
0.37
5.01
4
165
468
0.34
0.195
2.31
5
234
605
0.49
0.39
4.13
2
9.17
6
200
428
0.45
0.37
2.79
7
234
256
0.49
0.39
2.26
I
Page 16

F.
Acreage Calculations - Pivot Pt.s
Pivot Length - 298'
End gun radius - 107'
Acreage wl end gun off -
6.40
Acreage w! end gun on -
11.83
Pivot Pt.
Deg. 'on'
Den. 'ofr
Acres
1
103
257
7.96
21
176
184
9,06
3
149
211
6.40
Pivot Length - 334'
End gun radius - 107'
Acreage w/ end gun off -
8.05
Acreage w/ end gun on -
14.03
Pivot Pt.
Deq. 'on'
Dea. 'off
Acres
4
196
164
11.30
5
89
271
9.52
6
51
309
8.89
Sheet9
Page 17

VIA,
ZT.

SHW Sow
Scale: 1"=5
Field Depression

HARD HOSE TRAVELING GUN SYSTEM COMPUTATIONAL WORKSHEET
Farm Name sl��✓�''4//w-- T,,.k;TNumbef _ � l�3.4I+ Field Number v2
Existing System Travel Lanes Interior 3 Exterior �.
Wetted Diameter (ft) 3.:� D
Lane Spacing (ft) Yn As a percentage of wetted diameter 7.5" °4
Hydrant Layout f / Multiple lanes Single hydrant
PULL # g Interior . Exterior ✓
, 5?o acres start end of pull Table !V& 75 Column
acres middle part of pull
(pull length I 'V ft X wetted width , .'G ft 1 43,560 )
dy acres stop end of pull Table Column 0
TOTAL acres for pull
PULL # - Interior V"' Exterior
S`b acres start end of pull Table NT 7s Column
S r acres middle part of pull
(pull length /Q4 ft X wetted width �/ Oft / 43,560 )
E� acres stop end of pull Table I✓I ? s Column �
! i 7 TOTAL acres for pull
PULL# / Interior Exterior
S`te acres start end of pull Table r j )— Column 6
acres middle part of pull
(pull length y`''r' ft X wetted width .')90 ft 1 43,560 )
acres stop end of pull Table Column
j 71 TOTAL acres for pull
3 '0/2 4- 2 Y011
14G, /;�D
PULL # Interior V/' Exterior
,>P acres start end of pull Table 11.7 ?S- Column
_S, l P acres middle part of pull i.
(pull length '? Ord ft X wetted width 0 ft 1 43560 )
r �y acres stop end of pull Table N 7 7S~ Column /0
-s 1"C TOTAL acres for pull
PULL # interior Exterior +%
z V' acres start end of pull Table IVOI 'S" Column 4
_P.,FA acres middle part of pull :V5- ,) y 4, . s
/. 3 P (pull length 3 00 ft X wetted width C Q ft 1 43,560 )
" acres stop end of pull Table Column
TOTAL acres for pull
PULL # Interior Exterior
acres start end of pull Table
acres middle part of pull
(pull length ft X wetted width
acres stop end of pull Table
TOTAL acres for pull
)":7 rV iv 'TL/
Column
ft 1 43,560 }
Column

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/. ws $20"1 I
f
PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
SHW Sow Farm
2350 Wilson Mills Rd.
Smithfield, NC
[phone]
Sampson County
Farrow -wean
1600 A`,Lj * ?.2-i/f
� • Y
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 the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
I manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons 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 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.
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 analysis.
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, ft. tons, etc.)
1,600 animals X 6_1 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
1,600 animals X 5_4 lbs. PAN/animal/year =
Guide Std. 633)
9,760 (tons) waste/year.
8,640 lbs. PAN/year. (PAN from N.C.
Tech
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 and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
"This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

��� - ��Vr �ASTE�UyTILfZA�TION �PLANi` " -
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
See footnote for Table 1.
.- c. Application
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
0.00
-
Table 2
72.56
20,2l 8
Total
72.56
20,218
Amount of N Produced
8,640
Surplus or Deficit
11,578)
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

I
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No_ Rate (In/Hrl Amount (In.)
1
BoB
Bermuda
0.6
_5-1
2,3
AuB
Bermuda
0.6
.5-1
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation `'see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation:
Acres shown are, irrigated acres. -
Page 4

06e'1U/1UU0 TJIU 11.41 VAA t/1ULys31sn pKLiVffi1 *JVut!/U11
_.:.:.;•.,'- WI. TEAJILZAfQNIr/y f
i
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: SHW Sow Farm
Owner / Manager Agreement
i (we) understand and will fallow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. i (we) know that any expansion to the existing design capacity of the
ti;o,aste treatment and storage system or canstruction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surf -ace waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be fled an -site at the fin
office and at the office of the iocat Soil and Water Conservation District and wig be
available for review by DEM upon request.
Name of Facility thwner: SHW Sow Farm
(Please print) r 1 .
Signature; Date-. — L EM—) Ur
{�-
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please print) Kraig Westerbeek
Affiliation: Private
Address (Agency): 1635 W. Wards Bride Rd. � ^
Signature

SHIN- Sow
Scale: 1 "=51
Field Depression
Fran ., 1 _

NCDENR
North Carolina Department at Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Govemor Director Secretary
March 19, 2010
SHW Sow Farm, LLC
SHW Sow Farm
2080 Wilson Mill Road
Smithfield, NC 27577
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820714
SHW Sow Farm
Animal Waste Management System
Sampson County
Dear SHW Sow Farm, LLC:
The Division of Water Quality (Division) received your sludge survey information on March 12,
2010. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at the SHW Sow Farm. Due to the amount of treatment volume available, the
Division agrees that a sludge survey is not needed until 2012.
The next sludge survey for the Lagoon # 1 at this facility should be performed before December
31, 2012. Thank you for your attention to this matter. Please call me at [phone] if you
have any questions.
Sincerely,
J.R. Joshi
Animal Feeding Operations Unit
cc: Fayetteville Regional Office, Aquifer Protection Section
Permit File AWS82071 4
1636 Mail Service Center. Raleigh. North Carolina 27699.1636
Location: 2728 Capital Blvd., Raleigh. North Carolina 276N
Phone: [phone] FAX: 91°-715 05881 Customer Service; 1-877-623-6748
lntemet; www.nwaterquality.org
One
NorthCdrolina
Naturally(
An Equal Opportunity %.Affirmative A00n Frnolayer

BARWICK AG SERVICES, LLC
103 Country Club Circle
Clinton, NC 28328
May 29, 2012
North Carolina Division of Aquifer Protection
Aft, Mr. Joel Shields
225 Green Street
Suite 714
Fayetteville, NC 28301
Dear Joel,
RECEIVED
MAY 3 0 2012
DFNR-FAYE-T LLE REGION L OA9Ct
Please find enclosed an updated Waste Utilization Plan for SHW Farms LLC Burke Farm (82-
714), Optional crops, wheat, soybeans and grain sorghum have been added to the center pivot
fields
If you need further information regarding this please call me at 910 385-1000. Thank you for
your attention to this matter.
Sincerely,
Curtis Barwick

WASTE UTILIZATION PLAN
RECEIVED
MAY 3 0 2012
Wednesday, June 29, 2005 4.2 a p DENR fAYITTEVILLE REGIONAL OFFICE
� �Ota. ,1��
Producer: SHW Sow Farm LLc
Farm Name: SHW Burke Farm 82-714
2080 Wilson MiHs Rd
5mit z6W,NC 27577
Telephone # : (919) 9sa-8e78
Type of Operation : Famm to Weanting Swine
Number of Animals : 16W sows design capacity
Application Method: lu*rtion
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 reduoe 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 grooving 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 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, R3, tons, etc.)
1600 sows X 6.1 tons wastelsowslyear = 9760 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1600 sows X 5.41bs PAWsowstyear = 8640 PANlyear
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 OWVNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP 'YIELD LBS AW COMM ACRES LSS AW APPLIC.
DETERIIRNING PKASE CODE WACRE NACRE USED TIME
10347
_ P1,2,3_
LITRYVILLF ALL
SA
1
202
0
23.42
4730.84
APR-AUG
10347
- P1.2,3
JAUTRYVILLE ALL
lfr imLLF ALL
SG
1
75
01
23.42
1756.5
SEP-AM
10346
- P4,5.6
SA
so
BC J
1
�1
_ 3.8
�202
`0
29.71
6001.42
APR AUG
10346
10347
-- P4,5UTRYVILLE
RI-4
ALL
BLANTON 0-5%
75
190
0
0
29.71
10.25
2228.25
1947.5
SEP-APR
MARSEP
10347
i R1-4
BiANfON 0-5% _
SG
j 1
50
_ 0
10.25
512.5
SEP-MAY.
10347
R5-7
-. R54
AUTRYVILLE ALL
BCT
4.7
235
0
9.18
2157.3
MAR-SEP
1031i 7
UTRYVILLE ALL
SG
1
50
0
9.18
459
SEP-MAY
10346
R&12
BLANTON 0-5%
BC
3.8
190
0
29-6
5624
MAR-SEP
10346
- R&12
BLANTON 0-5%
SG
1
� 50
0
29.6
1480
SEP4AAY
T DTALS: 26897.3
- 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 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required onN if operator dogs not own adequate land. See required specficafions 2.)
There are no Acres Leased
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:
CROP CODE CROP UNTM LBS NIUNn'
aC HYBRID SERI iUUAGRASS-CONTROLLED GRAZED -- �— TOM � _ 50
SG SMALL GRAIN OVERSEEDED AC —� 50
SA SL% A F-R ANNUALS —� AC 110
Page 3 of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE. 1 - --'10 116] — 2R.697
VOTALS.
MOUNT OF N PROWCED. 8,64a
*** This number must be Tess 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, fitter 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 fisted 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 1408 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 shoving 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 2.2 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 i 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.
APPL.ICAMN APPLICATION
TRACT FIELD SOIL. TYPE CROP RATE (inthr) ANT (inches)
10346
atB iz
BLANTON 0-5%
SG
0.75�
t —�
6i
R8-12
BLANTON 0-5%
BC
0 75
'1
10346
-P4.5.6
UTRYVILL.E AL1
5G
O.k
'1
i0346
-N,s.S
AUTRYVILLE ALL
SA
0.60
— *1
10347
-R14
13LANTON 0-5%
SG
0.75
'1
1 p347
R 1
BLANTON 0-5%
Sc
0.75
'1
10347
10347
�1 ]. R�7
UTRYVILLE ALL
5G
_ 0.60
`1
-P1,2 3
-UTRYVILLE ALL
SA
0.60 �
'1
10347
R--�-7
UTRYVILLE ALL - — — ---
F BC
0 60 - —
—1 —
Page 4 of 9

* 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 of 9

NARRATIVE OF OPERATION
ACREAGES BASED ON WETTABLE ACREAGE DETERMINATIONS DATED 12-13-05 &
12-17-07. IN MOT FIELDS PRODUCER MAY PLANT TOBACCO WITH NO WASTE
APPLIED. FURTHERMORE, PRODUCER MAY PLANT A WHEATiSOYBEAN ROTATION
AND FERTILIZE AT THE RATE OF 1041100 LBS"ACRE, RESPECTIVELY. IF GRAIN
SORGHUM IS PLANTED FERTILIZE AT THE RATE OF 78 LBSIN/ACRE.
Page 6 of 9

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 (#CMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acne 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 Standard 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 any residential property boundary
and from anv oerennial stream or river !other that an irrigation ditch or canal- Animal waste
Page 7 of 9

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 - Fitter 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 fire (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.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 8 of 9

NAME OF FARM: SHW Burke Farm 82-714
OWNER 1 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 capac ty of the waste
treatment andlor 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.
1 (we) understand that I must own or have acres 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 OWNER::SHW Sow Farm LLC
SIGNATURE:_ Yff, %.c, (1 _1 aA_ DATE: s - 2 9
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
[phone]
SIGNATURE: DATE:'
Page 10 of 9

SHW Sow
Scale; 1"
held Depreeslon
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:�4:�Li v :►:i �u.:.4��i�i�1'v 1�
���
JUL
NCQENR
North Carolina Department of Environment and Natural
Pat McCrory
Governor
SHW Sow Farm LLC
SHW Sow Farm 1
2080 Wilson Mill Rd.
Smithfield, NC 27577
Dear SHW Sow Farm LLC:
Donald R. van der Vaart
Secretary
July 8, 2015
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS820714
SHW Sow Farm 1
Animal Waste Management System .
Sampson County
The Division of Water Resources (Division) received your sludge survey information on June
19, 2015, With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the SHW Sow Farm 1 facility. Due to the existing treatment depth, the amount
of treatment volume available, and the rate of sludge accumulation for the lagoon, the Division
feels that an extension is not appropriate at this time.
The next sludge survey for lagoon # 1 should be performed before December 31, 2015. Sludge
surveys for a]I other lagoons should also be completed by December 31, 2015 unless a separate
extension has been granted_ Please call me at [phone] if you have any questions.
Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
cc. Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS820714
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone]Internet: http:/lwww.ncwater.org
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycfed paper

E
Curtis Barwick
From: Keith Larick [e-mail])
Sent: Friday, August 05, 2005 9:08 AM
To: Curtis Barwick
Subject: Re.- Sludge Survey Exemptions
Curtis,
I have added the due date of the next sludge survey to the spreadsheet. Let me know if you have any questions.
Thanks,
Keith
-----
Curtis Barwick wrote:
Thank you Keith. I look forward to hearing from you.
CURTIS
------Original Message -----
From: Keith Larick[mailto:[e-mail]
Sent: Wednesday, July 27, 2005 5:35 PM
To: Curtis Barwick
Subject: Re; Sludge Survey Exemptions
Curtis,
I got the mailing, and should get to it soon.
Keith
Cur'cis Barwick wrote:
F
Keith,
Please see the attached list of farms that I am asking for exemptions from
the annual sludge survey. I am sending via USPS the information sheets for
each individual farm. I am emailing this list so that you can reply back
after you have finished, with the due date for the next survey (it granted
an extension). This should save you having to send a letter to me about it.
Hopefully this will make it easier for you.
I look forward to hearing from you.
Thanks, CURTIS.
71I n I'? n () <

SLUDGE SURVEY EXEMPTION LIST
CURTIS BARWICK
910 590.6314
County # Facil€ty # Farm Name
Firs# Name
Last Name
Count
Type Next Survey
Due
26
59 David Collier Farm
David
{
Collier
F
Cumberland
Finish
200'
51
28 J & M Hog Farm
J & M Hog Farm
Johnston
Finish
200'
'\GOON 1 & 3 51
41 Spring Meadow Farm Unit 1
Whitley
Stephenson t
Johnston
Sow
200;
51
46 Sandy Ridge Pork
Whitley
Stephenson
Johnston
Sow
200,
'\GOON #2$r'3 82
42 John O Royal; #1-8
Johq
Royal
Sampson
Finish
200'
f^ X06, 82
53 F & W Farms I B - T Farm
F & W Farms
F
Sampson
Finish
200'
82
74 Linoard Howard & Son (New
Farn' Linoard
Howard i
Sampson
Finish
200
82
98 F&B Farms
Harold Frederick &
Freddi Butler
Sampson
Finish
200
82
132 Sam Hope Farms
Samuel J.
Hope
Sampson
Finish
200
82
188 F&W Farms
James
Faircloth
Sampson
Finish
200
82
19b Billy Lockamy Farm
Billy
Lockamy ?
Sampson
Finish
200
B2
202 Simmons Hog Farm
Ray
Simmons
Sampson
Finish
200
82
215 T&T Farms
Frederick
Thornton ;
Sampson
Finish
200
82
606 Goshen Farms
W Nelson
Waters Jr
Sampson
Finish
200
a32
i366.<Johnny:HopW -arms-1 John A. �� ,;, :Hope , � . _. ' .
.._. ..
a'Saliipson . ::
Flri€sh
200
82
667 Hall Farm
Cohar€e Hog Farm
Sampson
Finish
200
82
725 C-7
Coharie Hog Farm
Sampson
Finish
200
AGOON #2 Or
82 61 Knotty Pine Farm Mike
82 315 Bobcat Farms Henry
82 711 Henry Moore FinisherlBad Branch Henry
82 714 SHW Sow Farm LLC SHW Sow Farm LLC
96 28 Bennie Barwick Finishing Bennie
Herring
Sampson
Finish
200
Moore
Sampson
Sow
200
Moore
Sampson
Finish
20C
Sampson
Sow
20C
Barwick
Wayne
Finish
20C

I
�r
State of No> jth Carolina 1
Department of Environment i
and Natural Resources. i
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
A.r4i
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCES
September 14, 1998
MEMORANDUM
To: Water Quality Supervisor
Fayetteville Regional Office
From: Sue Homewood
Non -Discharge Permitting Unit
Subject: Application for Inn ative Permit for Animal Waste Operates
Michael Hope Fa ��� 2-0 7/el
Sampson County
RECTIVED
E ? 1 7 1998
FAYETTEVILLE
REG. C:=F10E
Attached is a copy of the Animal Waste Operations application package for the subject facility. Because
this facility is requesting a permit for an innovative waste treatment system, they were required to submit
an application for an innovative permit. Please provide your comments as soon as practical.
If you have any questions, please feel free to contact me at 919-733-5083 ext 502.
Cc: Permit File
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

BIN
TECHNOLOGIES
1 NG.
138 Uzzle Industrial Drive
Clayton, North Carolina 27520
[phone]
[phone] far
Ms_ Sue Home wood
Environmental Engineer
Non -Discharge Permitting Unit, DENR
PO Box 29535
512 North Salisbury Street
Raleigh, NC 27626-0535
Dear Ms. Homewood:
September 10, 1998
,SFP 1 n 1996
V
Re: Michael Hope Farm
Permit Application Submission
I would like to take this opportunity to submit the application for the Michael Hope 2,400
head sow and 2,880 head nursery farm in Clinton, NC (Sampson County). Please contact
me at the above number, or Mr. Jerry Dalton, P.E. at 919-5504740 in Clayton, NC, with
any questions, comments, or concerns. Thank you for your time and attention.
Enc: Permit Application
Sincerely,
Mike Dixon
Bion Technologies, Inc.
C-'%jz
FAY \JILLE
REG. C i FICE

Dalton Engineering
and Associates, P.A.
Mr. Michael. Hope
826 Chancey Road
Clinton NC -28328
R-E-; Michael Hope Farm :
Dear Mr. Hope:
This project.and reports were."prepared by Dalton Engineering and Associates, P.A. and
Bioin'Technologies, Inc. of 138 Uzzle Industrial Drive; Clayton, NC ;27520.
`The design of this project is based on -historical data and actual'field testing of similar'
projects performed by Bion Technologies, Inc.. Although certain portions of the.project;
were developed by other professionals; I certify that these materials have been, reviewed
by the undersigned and meet the requirements for the design of the project.
If you have any questions, please do not hesitate to contact me at your convenience.
ry Dalton, P-E.
REC
"W U
1998
EA`{ET:i EVILLE
REG. OFFICE
446 East Main Street — P.o. Box 426 — Clayton; NC 27.520 —[phone]/Fax (919)' 550-4741

I.
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)
Individual Permit ,-
Innovative Animal Waste Operations
�41
This application is only for facilities utilizing innovative technology for treating animal wastes.
not leave any question unanswered.��,.
Application Date: `1 ` It ©—
GENERAL INFORMATION:
1.1 Farm's name:
1.2 Print Land Owner or Signing Official's name and title: l ti E
1.3 Mailing address: $Z(a C"A&4ce-i "RS?kt>
City: L..,•t_1t—tTQ0 State: We- Zip: Z$32b
Telephone Number: © ) SQ Z— B 161T
1.4 County where farm is located: 'vS00
Do
1.5 Farm Location (Directions from nearest major highway. Please include Sit numbers for state toads. Please include a copy
of a county road map with the location of the farm identified): VQ kk CUwrm" 0C ub�101 "V_-vTH
i&k�r 00To SR 1ZZD (T-4")ghU_ C-cx�.sE 1RD i . R%-4T Otxl o '69-, rzz l C5�ey E �)
��,{?..�A IS Dk►�PR�cXtMA��`i 314 Mt t.t± •• �nl•, R�t�►-�r
1.5 Print Farm Manager's name (if different from Land Owner): I
1.7 Lessee's ntegrator' name (if applicable; please circle which type is listed): W A,%Z1P J 'F�U X-
1.9 Please state if this is a company, contract, or independent grower: Coti--4t_T
1.9 Latitude: ; Longitude: r of Farm (if known)
Z. PERMIT INFORMATION
2.I Application No. (will be completed by DWQ):
2.2 Specify whether facility is: new; expanding; existing'; renewal or modification'•
' if this is a new permit for an existing facility, some of the questions/provisions may be inappropriate. Please
complete as best as possible.
" If this application is being submitted as a result of a renewal or modification to an existing permit, list the existing
permit number and its issue date
2.3 Has this facilipreviously been approved by regulation 15A NCAC 2H.0217 as a "deeshed permitted non discharge
facility"? ✓ Yes; No
2.4 Please list the name of the technical specialist who certified the plan: JA A Nv,- GX-1 ^
RECERIED
1 11998
FORM: AWO-I-A 3/26/98 Page 1 of 13

3. INFORMATION ON WASTE:
3.1 Please complete the table below as it applies to your facility, The "No. of Animals"
should be the maximum number for which the waste management structures were designed.
Tyoe� f Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder Layer n Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) co Turkey
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals.
3.2 Is there any other waste stream included with the animal waste? Yes; No,
If yes, describe. What type of waste, how much, etc. (note: domestic waste shall not be added to animal waste streams):_
3.3 Are any commercial fertilizers used on the sites listed in this application? Yes; No
If yes, what and at what
rate:
4. DESIGN INFORMATION:
4.1 Type of wastewater treatment facility (extended aeration, oxidation ditch, activated sludge, aero-mod, other):
ZtOt�i T CAt-tc-oz�C-les K1VTgQ1`"r t�r�Af Fti1 �J�tSTI u�
4.2 Specify the design flow of the facility: gallons per day
4.3 How many aeration basins are provided:
4.4 What type of aeration is provided (coarse bubbl4, fine bubble, floating aerators, etc.)?
re re 4.5 Specify the volume for each aeration basin(s): gallons
1 gallons
4.6 What is the total detention time in the aeration basiu( hours
4.7 List the number and capacity of all blowersijj�Tiat ee# ryes:
4.8 How many clarifiers are provided:
4.9 Specify the volume for each:
4.10 What is the sidewater depth of the clarifier?
4.11 What is the detention time in the clarifier(s)?
FORM: AWO-I-A 3/26/98 Page 2 of 13
gallons
gallons
feet
hours
N

J
10,
LU
4.12 What is the clarifier surface loading rate?
GPD per square foot
4.13 What is the clarifier solids loading rate?__pounds per square foot per hour
4.14 What is the weir loading rate?
GPD per foot
4.15 Lagoon Design; (Please complete if facility has an existing or proposed lagoon for operation. Attach a separate page of
this question 4.15 for each additional lagoon):
4.15.a Specify the storage volume required by the water balance:. gallons; days (required in Part 5.
4.15.b Total volume of lagoon provided: gallons;
4.15.b.1 Volume for sludge storage:
gallons;
4.15.b.2 Volume for design treatment: gallons;
4.15.b.3 Volume for wastewater storage: gallons;
How many days storage does this provide? days;
NOTE: A storage time of at least.six months is recommended.
4.15.c What is the height of the dike/embankment at its highest point I feet,
4.15.c.1 How many acre-feet is the volume of the lagoon: acre-feet.
NOTE: If the dikelembankment is over 15 feet high and im ver 10 acre feet of waste, a permit for dike
construction must be obtained as required by the North rA Dam Safety Law through the Division of Land
Quality.
4.15.d What is the rainfall amount for the 25-ye 4- l i thefacilityarea: inches;
Please provide data showing th s
4.15.e What is the design freeboar�for the lagoon: feet;
(freeboard is calculated as one foot plus the height of the 25-year, 24-hour storm amount)
4.15.f Is the lagoon lined? Yes No.
If yes, Please describe the liner, material used, etc.:
Does the liner meet the Division's requirement of 1.0 x 10-6 cm/second permeability rate? Yes No.
Please list the lagoon's liner permeability rate; cm/second
4.15.g What measures are being taken to protect the integrity of the lagoon dikes (i.e. vegetation, fences to keep out
animals, etc.):
r
z,
4.15.h Please include all design plans, specifications and calculations on lagoon design as required by Part 5.2 and PJrtN
5.4 of this application. F 21
4.16 Specify the volume of the required sludge holding tank: _
4.17 Is the sludge holding tank aerated?
4.18 What sludge handling equipment is provided?
yes; no
4.19 How, where, and by whom will the sludge be ultimately disposed?
FORA: AWO-I-A 3/26198 Page 3 of 13
gallons

4.20 What is the name of the closest downslope surface waters? oC� ,y MogsA C,."��L�--e1A.T G 4JA-1eP
x.0 n
4.21 Classification of closest downslope surface waters;
(as established by the Environmental Management Commission and specified on page 6 of this application)
4.22 Describe any other treatment units that are not previously described: Sa~ >c-
�t•i rct 1.j�ElZ11J'i (� �1v
5. THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL
5.1 One original and three copies of the completed and appropriately executed application form.
5.2 Four sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
include a general location map, a topographic map, a site map which indicates where borings or hand auger samples were
taken, a map showing the animal waste application field(s), buffers, structures, and property lines; along with all wells,
surface waters (100-year flood elevation), and surface drainage features within 500 feet of the animal waste application
field(s). Each sheet of the plans and the first page of the specifications must be signed and sealed.
5.3 A map prepared by a Registered Land Surveyor showing the distance from the waste treatment system and animal houses
to occupied residences within 1500 feet, schools, hospitals, churches, outdoor recreational facilities, national parks, state
parks, historic properties, or child care centers located within 2500 feet, and water supply wells located within 500 feet.
The map prepared by the Registered Land Surveyor shall also show the location of any property boundaries, and perennial
streams or rivers located within 75 feet of waste application areas.
5.4 Four copies of all reports, evaluations, agreements, supporting calculations, etc. must be submitted as a part of the
supporting documents which are signed and sealed by the North Carolina Professional Engineer. Although certain
portions of this required submittal must be developed by other professionals, inclusion of these materials under the
signature and seal of a North Carolina Professional Engineer signifies that he or she has reviewed this material and has
judged it to be consistent with the proposed design.
5.5 Submit a completed land owner's agreement (copy attached) for each tract of land not owned by the permittee intended for
use for animal waste application.
5.6 Four sets of the certified animal waste management plan, if the facility has one developed and certified.
5.7 A water balance showing annual amount of aninfal waste that will need to be applied and the amount of land necessary to
receive the animal waste at the given loading rate. Storage requirements and rainfall amounts must be addressed and
supporting calculations provided.
5.9 For each animal waste application field, attach a soil evaluation by a soil scientist which addresses soil color; the depth,
soil texture, structure of the soils down to a depth of seven feet, thickness and type of restrictive horizons; the presence or
absence of a seasonal high water table or bedrock within three vertical feet of the deepest point of application; hydraulic
conductivity in the most restrictive horizon, pH and cation exchange capacity. Please include a soil map if available. If
the depth to either groundwater or bedrock is less than three feet, please also attach a demonstration, using predictive
calculations or modeling methods acceptable to the Director of the Division of Water Quality, that the use of this site will
not result in the contravention of classified groundwater standards as contained in NCAC 2L .0200. In no case shall the
separation be less than one foot. A certified waste management plan may be sufficient in most cases, otherwise t rs
report must be signsignQ y the soft scientist and submitted with application.
5.9 For each application field, please attach a project evaluation conducted by an agronpmist including recommendations
concerning cover crops and their ability to accept the proposed loading of liquids, sdlids, nitrogen, phosphorus, heavy
metals, salts and any other contaminant know to be in the animal waste (This must include any fertilizer, lime, manure.
and/or other additive which may be applied to the land in addition to the animal waste listed in this application). A part of
the agronomists recommendations must be a crop management plan. This plan must determine the crops to be grown on
the site(s), when they should be grown and how they should be harvested and marketed. A certified waste management
plan may be sufficient in most cases, otherwise this report must be signed by the agronomist and submitted with
application.
FORM: AWO-I-A 3/26/98 Page 4 of 13

5.14 Attach a complete chemical analysis of the animal waste. This analysis must be comprehensive enough to completely
characterize the animal waste and completed by a DWQ certified laboratory., if the facility that will generate the animal
waste is not yet in operation, the characterization must be based on similar existing facilities and projection based on the
type and size of facility. The analysis must include a minimum of the following parameters and any other known and
suspected contaminants that may exist in the animal waste.
Ammonia -Nitrogen Calcium Copper
Magnesium Manganese Nitrate -Nitrite Nitrogen
% Total Solids pH Plant Available Nitrogen (by calculation)....
Potassium Selenium Sodium.
TKN Total Phosphorus Zinc
5.I 1 Attach a representative soils analysis of each site. The soils analysis shall include the following parameters, along with.
any other significant parameter that has been shown to be contained in the residual: -
Standard Soil Fertility Test (which includes): pH Phosphorus'-.-- - Potassium
Acidity Calcium Manganese
Magnesium Zinc Copper
% Humic Matter Sodium Cation Exchange Capacity
Base Saturation (by calculation)
5.12 A brief description of the anticipated impact on groundwater quality and measures taken to mitigate these irstpacts .
5.13 Four copies of NRCS Site Evaluation Form NC-CPA-17, or equivalent, and four copies of a wetlands determination, if
required.
5.14 Field map requirements (the following must be included for each application field),
S.14.a A vicinity map must be attached. This map must show the location of each field in relation to at least two
geographical references and a major intersection (numbered roads, named streams/rivers, etc.).
5.14.b A detailed field location map must be attached delineating both total and buffered acres. This map must be drawn
to scale with topographical contour intervals not exceeding ten feet or 25% of total site relief (whichever is more
descriptive) and showing the property lines; all existing wells, and all surface waters and drainage ways within 500
feet of the animal waste application fields; and all buffers. Note: Appropriate buffers must be maintained.
5.14.c Specify the name of and classification of the closest downslope surface waters (as established by the Environmental
Management Commission) to the animal waste application field(s). Use the attached information sheet (Part 6) to
obtain this information.
5.15 A complete description of any chemical treatment processes must be submitted. This description must include complete
documentation describing the reactions involved, the anticipated treatment efficiencies, process by-products, and any
calculations used to design the process.
5.16 An Emergency Action Plan, an Insect Control Plan, an Odor Control Plan, and a Mortality Control Plan must be included
in the submittal.
f
FORM: AWO-1-A 3/26/98 Page 5 of 13

SUN-e2-19% 16 : 00 B I ON TECR43LOG I 8S 919 934 5218 P . 02
6. Surface Water Classification_ This form must be completed by the appropriate DWQ regional
office and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The elassificaton of the downslope surface waters (the surface waters that any ovettlow from The facility would flow inward)
in which this animal waste management system will be constructed must be determined by the appropriate DWQ regional
office. Therefore, you are reguinA prior to submittal of the application package, to sutbrok this farm, with items 1
through 5 catnpleted, to the apptvpriste Division of Water Quality Rcoonal Water duality Suprtvisor (See page 10 of 14).
At a mmunum, you tmtst include an 8.5' by I I' copy of the portion of a 7.5 minute USGS Topographic Map which shows
the location of this animal waste application system and the downslope surface waters in which they will be located. identify
the closest downslope surface waters on the attached map copy. Once the regional afisee has completed the classification,
reiincorpormte this completed page and the topographic toap into the complete application form and submit the
application package.
1. Farm Nattte: M 1 ]lAE L� t"ii>
2. Name & complete address of engineering firm: �IL TXX4 CtaGl NG P"'J C-�.
441 ._Etlss� M o `3_ 0 ,4-2._.to
Telephone number- ( Ck �] ) ; 7sJ s o - 4qQ
3. Name of closest downslope surface waters: t10[ 1Cy "S l- 1 -V%AT to "Q! E CR�
4. County(its) wbem the animal waste management system and surface waters are focated_ �AkA-?-,92 1
5_ Map name and date: - C 1 S --1 •15 M I NJ jjT
6. NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has beat
constructed or field located, as identified on the attached map segment(s):
Name of surface waters: e0 clk Mar e rrlerea�f C04de r_i e- Cr-ce/
ClasMfiicavon (as established by the Environmental Management Commission): C rv4
Proposed classification, if applicable: /� A
Signature of regional office personnel: Date' 06 ' -9FT
(All attachments must be signed)
FORM: AWO-I-A 3/26t98 Page 6 of 13

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3UCRIS" TOPOaPARM MAPS AID iYKBCU L4 AVAAAELE ON REQUEST
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7. SIGNATURES (Complete either page 8 or page 9) .
New Facility - any new or existing farm which will include with this permit approval construction of any additional system,
treatment, etc. which was not previously existing on the farm.
Name and Complet�Address of Engineering Firm:
City: / State:
F tri _. Z.
Telephone Numb r:
Professional Engineer's Certification:
attest that this application forrLL�ItL�� �1�tVL
3ras been reviewed by me and is accurate and complete to the best of my knowledge. 1 further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I
have reviewed this material and have judged it to be consistent with the proposed design and the constructed facilities.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
I, M IC 1 keu 00,3p;��7 , attest that this application for" _ 1A 10E1istEL
r
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 returneddttt Incplete. Q �!
Signature •*r ��-�� 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 UN1 1T
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-I-A 3/26/98 Page 7 of 13

7_ SIGNATURES (Complete either page 8 or page 9) '
Existing Facility: No changes are proposed for the facility. For existing facilities, the following certification may be completed by a
professional engineer, or approved technical specialist.
Name and. Complete Address of Company:
City:
Telephone Number:
Certification:
State:
1, , attest that this application for
Zip:
has been reviewed by me and is accurate and complete to the best of my knowledge_ 1 further attest that to the best of my knowledge
the enclosed information is accurate with what has actually been constructed on site. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I _
have reviewed this material and have judged it to be consistent with the actual animal waste operation.
North Carolina Professional Engineer's Seal (if applicable), Signature, and Date:
Applicant's Certification:
1, , attest that this application for
has been reviewed by me and is accurate and complete to the belt of my knowledge. 1 understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application :
package will be returned to me 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 f
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone] -
FORM: AWO-I-A 3/26/98 Page 8 of 13

DIVISION OF WATER QUALITY REGIONAL OFFICES (3/98) `'-
Asheville Regional WQ Supervisor
Washington Regional WQ Supervisor
Raleigh Regional WQ Supervisor
59 Woodfin Place
943 Washington Square Mall
3800 Barrett Dr.
Asheville, NC 28801
Washington, NC 27889
Raleigh, NC 27611
[phone]
[phone]
(919) 5714700
Fax [phone]
Fax [phone]
Fax [phone]
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe. Orange.'. -
Caldwell Mitchell
ChoWan ' Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax ' ' Wake
Graham Swain
Dare Pitt
Johnston Warren .
Haywood Transylvania
Gates Tyrell
Lee . Wilson
Henderson Yancey
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 29301
[phone]
Fax [phone]
Anson Moore
Bladen Richmond
Cumberland Robeson
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
(910) 7714600
Fax [phone] l
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
Mooresville Regional WQ Supervisor Wilmington Region. WQ Supervisor
919 North Main Street 127 Cardinal Drive Extension .; ;
Mooresville, NC 28115 Wilmington, NC 28405-3845
[phone] - [phone]
Fax [phone] Fax [phone]
Alexander
Lincoln
Brunswick New Hanover
Cabarrus
Mecklenburg
Carteret Onslow
Catawba
Rowan
Columbus Pender
Cleveland
Stanly
Duplin
Gaston
Union
Iredell
FORM: AWO-I-A 3/26/98 Page 9 of 13

North Carolina Division of Water -Quality. : I
AGREEMENT FOR THE LAND APPLICATION OF ANIMAL WASTE
TO PRIVATE LANDS
Pennittee:
Contact Person:
Address of Permittee:
Supplier Farm of animal waste to be applied to these lands:
Site 1D Number:
Field Number:
Location of Land to be used for animal waste application (include map for each site):
Owner. of Property used for animal waste application:
Lessee of Property (if appropriate):
Land use or cropping patterns:
Intended use or disposition of crops:
The undersigned land owner or his representative hereby permits
hereinafter referred to as the Permittee, to apply the above listed animal waste onto the land at the location
shown as described herein in accordance with the restrictions and stipulations as given below. The landowner
or his representative receives, in consideration, full use of the nutrient value of the applied animal waste while
the Permittee receives, in consideration, the use of the land described above for the disposal of animal waste.
This agreement shall remain in effect for the length of the Division of Water quality land application permit and
shall be renewed each time the land application permit is renewed. .The undersigned land Owner or his
representative and the Permittee agree to abide with the following restrictions and stipulations until such time as
written notification, given thirty (30) days in advance, modifies or cancels this Land owners Agreement.
Notification of cancellation of this agreement shall be immediately forwarded to:
Division of Water Quality
Non -Discharge Permitting Unit
Post Office Sox 29535
Raleigh, North Carolina 27626-0535
FORM: AWO-Ii-A 3/26/98 Page 10 of 13

STIPULATIONS:
1. The landowner or his representative hereby authorizes the Permittee; County and State Officials or
their representatives to inspect each parcel of property prior to, during, and after animal waste
application and to inspect established monitoring facilities on or near the application site as
required by the animal waste operation permit.
2. The landowner or his representative authorizes the Permittee, County and State Officials or their
representatives to take necessary soil, surface and groundwater samples during the term of, and.
twelve (12) months after termination of, this Agreement
3. The Permittee will provide each landowner or his representative with a copy of the animal waste
operation permit as issued by the N.C. Department of Environment and Natural Resources
(NCDENR) Division of Water Quality (DWQ) for the, land described above prior to
commencement of animal waste application. The NCDENR-DWQ permit will specify maximum
application rates, limitations and other restrictions prescribed by the laws and regulations.
4. The Permittee has provided the landowner or his representative with information and data
concerning the program for land application of animal waste to privately owned. lands which
includes an analysis of constituents of the animal waste, animal waste application methods and
schedules for typical cropping patterns and a description of the equipment used by the Permittee
for animal waste application.
5_ The Permittee will furnish each landowner or his representative with a copy of the results of each
soil analysis.
C. An acceptable pH must be maintained in the soil on all land application sites to insure optimum
yield for the crop(s) specified for these fields. The agronomist shall provide information on the pH
best suited for the specified crop and the soil type.
7. The landowner or his representative will inform the Permittee of any revisions or modifications to
the intended use and cropping patterns shown above prior to each planting season to enable the
Permittee to amend this Agreement and schedule applications at appropriate periods. Within the
limits of the NCDENR-DWQ permit, the owner or his representative and the Permittee will
determine animal waste application rates and schedules based on crop patterns and the results of
soil samples.
8. The landowner or his representatives or successors shall adhere to the provisions of this Agreement
for a period of eighteen (18) months from the date of the most recent animal waste application.
9. Should the landowner or his representative lease or otherwise permit the use of the land by a third
party, the landowner shall be responsible to insure the third party agrees and complies with the
terms and conditions of this Agreement.
10. The existing lessee, if any, of the site agrees, by execution of this Agreement, to comply with all
provisions of this Agreement.
d
11. This Agreement shall be binding on the grantees, the successors and assigns of the parties hereto
with reference to the subject matter of this Agreement.
FORM: AWO-1-A 3/26/98 Page 11 of 13

12. Prior to a transfer of this land to a new owner, a permit modification must be requested and
obtained from the Division of Water Quality. The request shall contain appropriate fees and
agreements- In addition, a notice shall be given by the current landowner to the new landowner
that gives full details of the materials applied or incorporated at each site.
13. Any duly authorized officer, employee, or representative of the Division of Water Quality may,
upon presentation of credentials, enter and inspect any property, premises or place on or related to
the application site and facility at any reasonable time for the purpose of determining compliance .
with this permit; may inspect or copy any records that must be kept under the terms and conditions
of this permit; or may obtain samples of groundwater, plant tissue, soil, surface water, or leachate.
14. The landowner shall not enter into any additional waste disposal contracts or agreements with
another municipality, contractor, or other permitted entity for the land specified by this Agreement.
The land application of any additional wastewater sources, other than the animal waste specified
by this permit, is prohibited,
RESTRICTIONS:---
FORM. AWO-1-A 3/26/98 Page 12 of 13
6

■]
`' 1, have read this Iand owner's agreement and do hereby grant permission to the
Permittee to apply animal waste to my ands as specr red herein -
Land Owner
Date
NORTH CAROLINA, COUNTY,
I, the undersigned Notary Public, do hereby certify that
personally appeared before me this day and acknowledged the due execution of the forgoing instrument.
WITNESS my hand and official seal this day of , 19
NOTARY PUBLIC
My commission Expires
SEAL:
r.
!, have read this land owner's agreement and do hereby agree to abide by the
stipulations and restrictions as specified erein.
essee
Date
I, have read this land owner's agreement and do hereby agree 'to abide by the
stipulations and restrictions as specified erem.
ermtttee 0-
Date
FORM: AWO-I-A 3/26/98 Page 13 of 13

ENGINEERING REPORT
For the
Bion Technologies, Inc.
Bion NMS'
located at
Michael Hope Sow and Nursery Farm
Clinton, North Carolina
Prepared by
Bion Technologies, Inc.
September 10, 1"8
Notice: this document contains secret and confidential information, it is not to be copied or distributed without
written permission of Rion Technologies, Inc.

TABLE OF CONTENTS
SECTION 1 INTRODUCTION
1.1 Engineering Report Objectives
1.2 Organization of the Report
SECTION 2 FACILITY BACKGROUND
2.1 Climatology
2.2 Site Description and Evaluation
SECTION 3 B1ON PROCESS DESIGN
3.1 Bion System Installation
3.2 Process Description
3.3 Solids Management Plan
3.4 Contingency Treatment Plan
SECTION 4 MONITORING PLAN
APPENDIX A - Waste Utilization Plan, and Water and Nutrient Balance
APPENDIX B - Soil Scientist's Site Evaluation and Sprayfield Soil
Evaluation, Sprayfield Soil Analysis, and NRCS SEF NC-CPA-17
APPENDIX C - Design Criteria Calculations and Supporting References
APPENDIX D - Contingency Plan Letter from Michael Hope Farm, Emergency Action
Plan, Odor Control Plan, Insect Control Plan, and Mortality Management
Method
APPENDIX E - Site Layout, Piping Plan, Construction Detail, Component Detail,
Specifications, and Irrigation Layout
2

SECTION 1
INTRODUCTION
Michael Hope's Sow and Nursery Farm (the Facility) will be a 2,400 head sow and 2,880
head nursery pig facility located in Clinton, North Carolina. This facility will be the first new sow
farm to utilize a Bion NMS' for unique treatment of manure from both a sow facility and a
nursery facility. The sows weigh on average 400 pounds and the sows with litter 433 pounds. Mr.
Hope has received a general permit for a 1600 sow facility, lagoon system on the specified
property. The hog manure produced from the farm will be treated in a nutrient management
system prior to application to a sprayfield located on the farm property. The Facility is owned and
operated by Mr. Michael Hope, a contracted farmer for Warren Farms. As part of their
commitment to responsible stewardship, the Michael Hope Farm has decided to install a Bion
NMS (Bion) System at its new facility_ The Bion NMS system is designed to significantly
improve the treatment and reduce the odor for the hog manure generated on the Facility. Should
the Michael Hope Farm not be afforded an opportunity to install this Bion NMS, he will install
the anaerobic waste lagoon as per his issued general permit. This is a unique opportunity to forgo
the installation of an anaerobic waste lagoon through approval and construction of a Bion NMS.
The Bion NMS System is a patented process developed by Bion Technologies Inc. (Rion)
that treats both the liquid and solid fractions of the manure stream through a complex series of
natural microbial processes. The system will consist of the solids ecoreactors, three bioreactors,
a water storage area, and a sprayfield. The solids ecoreactor captures and dewaters solids, which
then undergo a biological conversion into an organic soil -like material. The bioreactors reduce
Biochemical Oxygen Demand (BOD), suspended solids, and nutrient concentrations, as well as
odor. Excess water will be delivered to a water storage area with final water disposal through land
application onto a sprayfield.
For the life of the system Bion uniquely works continuously with the facility to maximize
the treatment efficiency of the system. Thus, as varying site specific operational conditions dictate
process modifications are jointly made with the producer, and/or DWQ as needed.
The North Carolina Department of Environment and Natural Resources (DENR) is the
regulatory agency providing oversight at this facility.
3

1.1 ENGINEERING REPORT OBJECTIVES
The primary objective of this Engineering Report is to provide the necessary information
to obtain a non -discharge innovative animal waste operations permit. In addition, this Engineering
Report will provide the following information:
- Local Climate and Background Information;
Bion System Installation;
- Bion Process Description; and
- Proposed Monitoring Plan.
1.2 ORGANIZATION OF THE REPORT
This report has been organized into four sections. Following this introductory section,
Section 2 provides a description of the site location and background. Section 3 presents a
description of the design and installation of the Bion treatment system. Finally, Section 4
identifies the monitoring plan to be implemented at the Facility.
4

SECTION 2
SITE BACKGROUND
The purpose of this section is to discuss the local climatic conditions of the area and to
provide a description of the original site conditions prior to the installation of the Bion treatment
system.
2.1 CLIMATOLOGY
The Michael Hope Farm sow facility is located in Sampson County, North Carolina.
Table 2.1 presents the monthly precipitation and evaporation data for Sampson County, obtained
from the NRCS rainfall and evaporation tables used for the design and evaluation of waste
management systems (established August 1996). A copy of the NRCS precipitation/ evaporation
tables for North Carolina has been included in Appendix C. The net excess rainfall amount for
Sampson County is 11.23 inches for 365 days and 8.36 inches for the 180 day temporary storage
requirements (October - March). The design and operation of the Facility's Bion system is based
upon these precipitation and evaporation figures.
Table 2.1
Sampson County, North Carolina
Precipitation and Evaporation Annual Averages
Month
Precipitation (inches)
Evaporation inches
Jan
4.20
I.62
Feb
3.78
1.96
Mar
4.45
3.23
Apr
3.29
4.52
May
4.69
5.18
June
6.19
5.45
July
7.26
5.62
Aug
5.88
4.94
Sep
5.22
3.95
Oct
2.69
2.93
Nov
3.17
2.03
Dec
3.41
1.56
Totals
54.23
43.00
F

2.2 Site Description and Evaluation
The Mike Hope Farm is a certified site that has not been constructed or placed into
production. The existing certification is for two sow houses with a traditional anaerobic lagoon.
The new design will consist of four livestock houses. Three of the buildings will contain the 2,400
sow farm and one building will be for the 2,880 nursery pigs. The original anaerobic lagoon
design takes up approximately four acres, and this area will be utilized for portions of the Bion
NMS design. The predominant soils at the site are loamy sand topsoils with a 3 to 5 feet clay
underlayment. The entire Bion system will be new construction, utilizing the clay onsite for a
compacted clay liner_ Should adequate clay and/or compaction not be available onsite, a synthetic
liner will be utilized for lining the earthen basins.
The 23.6 acres available as year round sprayfields are more than adequate to assimilate the
nitrogen concentration coming from the temporary storage area of the Bion System, given a coastal
bertnuda grass summer crop and a rye winter overseeding. An additional acreage of 31.2 acres
of rye is available for winter application. The Bion NMS will uniquely allow Mr. Hope to
continue to utilize this 31.2 acres for traditional crop production during summer months. The Bion
NMS continuously functions to permit Mr. Hope to minimize acreage allocated to hay production
and/or deforestation due to additional acreage requirements generated from the higher nutrient load
associated with traditional anerobic waste lagoons.
The soils are more than adequate to hydraulically handle the liquid load. Please see the
irrigation plan and sprayfteld soil scientist report in Appendix B and the waste utilization plan in
Appendix A for more detail. A recent set of sprayfteld soil samples has been taken and is
presented in Appendix B. Please refer to the 1986 USGS Clinton South, North Carolina
topographic map with the approximate boundaries outlined, and the ASCS overhead photo
following page 6 of 13 of the application form. This is supplied for site location, along with
detailed directions in the application form, and relative facility locations on both the site plan and
irrigation design plan. These references reflect the livestock house locations, the Bion System
location, and the acreage available for the 54.8 acres of sprayfield, as proposed.
6

SECTION 3
BION PROCESS DESIGN
This section provides a description of the new Bion treatment system. Bion will develop
and make available an Operations and Maintenance (O&M) manual, to be placed at the Facility_
The O&M manual describes the specific operational and maintenance procedures to be followed.
Additionally, the O&M manual contains the specifications sheets for the various equipment used
in the Bion NMS system.
3.1 BION SYSTEM INSTALLATION
Construction of the Bion system begins upon regulatory approval. Each reactor cell is
sized according to desired retention time and includes net increase from precipitation and
additional storage capacity for a 25 year, 24 hour storm event. The bottom of the System
components, their berms and side slopes are designed to be lined with 2.0 feet of compacted clay
to meet the .0200 regulatory permeability requirements, or if sufficient clay is unavailable a 40
mil high density polyethylene (HDPE) synthetic liner. The properties of the specific GSE 40 mil
HDPE is in Appendix C. The impermeable membrane will be installed as required per the site
plan specifications in Appendix E.
The Bion system will be located as close to the hog houses as possible and the total system
drainage area encompasses approximately 5.2 acres. There is not sufficient fall to allow for
gravity flow to the Bion System from the nursery house. Therefore, it will gravity flow to a 4,000
gallon, concrete sump/lift station. However there is sufficient fall to allow the farrowing and
breeding houses to gravity flow to the Bion System. Freshly flushed manure water will be pumped
from the nursery lift station and gravity flow from the farrowing and breeding houses to the initial
bioreactor in the Bion System. Please see detail on page 3 of 9 in Appendix E. The system is
designed to contain the manure stream as well as divert stormwater from entering the system. The
System design drawings for the new Bion NMS system at the Michael Hope Farm site are
presented in Appendix E. Table 3.1 follows Section 3 and supplies a design criteria summary for
the Facility.
3.2 PROCESS DESCRIPTION
The Bion NMS process treatment flow diagram is presented in Figure 3.1 and the design
criteria for the system is summarized in Table 3.1. The site layout and piping plan with
specifications are presented in Appendix E. The detailed design calculations and references are
presented in Appendix C. The Bion System consists of an initial bioreactor (Bioreactor 1, BI)
7

followed by a solids ecoreactor containing two cells (SE cell 1 and 2). Following the solids
ecoreactor the virtually solids free liquid flows into a second Bioreactor (Bioreactor 2, 132) from
which water is recycled for hog house flushing. Following the second bioreactor, the water stream
flows into a water storage area prior to final land application via the sprayfields. The final water
storage area (Polishing Ecoreactor) is designed above the seasonal high water table. Each process
unit is discussed in more detail in the following subsections.
3.2.1 Bioreactor 1
Bioreactor I is a lined earthen basin that receives the livestock house flush waters from the
sump/lift station and gravity flow. The livestock houses are designed to contain a volume of
recycled water under the slatted floor. The fresh manure from the animals drops between and
beneath the slats, into the water. The liquid is then periodically drained from these pits. These
type of livestock houses are termed pit -recharge or "pull -plug The liquid flows by gravity to the
lift/sump station. The annual input from the four livestock Houses and storm water is
approximately 56.3 million gallons/year. The total nitrogen loading from the hog manure and the
recycle water is approximately 284,000 pounds per year. The volume of Bioreactor 1 is
approximately 433,000 gallons yielding a 21h to 3 day retention time on average.
Bioreactor I is a high intensity microbial action zone that contains diverse bacterial
populations. 7.5 Hp of aeration provides adequate oxygen to increase microbial activity and to
reduce odors. A 5 % reduction of nitrogen through B 1 is anticipated based on the original system
design for this facility and site specific design modifications for lower throughput systems. Please
refer to Appendix C for a typical NCDA Waste Analysis Report of the treatment stream from the
Quin Deca Farm System_ Significant variability is expected from this example due to the unique
design, producer goals, and individual site plan generated for the Michael Hope Farm. The MWPS
Livestock Waste Facilities Handbook and ASAE standard D384.1 are utilized to characterize the
combined manure stream (see Appendix Q.
3.2.2 Solids Ecoreactor
Effluent from Bioreactor 1 enters the Solids Ecoreactor by means of a flow control
structure/distribution manifold. The Solids Ecoreactor is a lined earthen basin and is divided into
two cells by means of internal ben -ring and is surrounded by a containment berm. Flow control
structures are used to regulate the water levels in the Solids Ecoreactor cells_ The Solids
Ecoreactor is configured such that solids will be deposited on the floor of the cells and water will
flow through to an effluent point leading to Bioreactor 2. The average volume of the two
ecoreactors is approximately 467,000 gallons, yielding a 3 day retention time. All hydraulic
movement through the cells is by means of gravity flow.
The microbial action in the various subenvironments in the Solids Ecoreactor incorporates
nutrients into the solids, which will accumulate and settle in the cell. Continuing microbial action
bioconverts the enriched and trapped solids into a stable organic soil -like material.

According to data from North Carolina Department of Agriculture Waste Analysis Reports
from the other Bion NMS hog system, solids possess a nitrogen concentration of > or = 4.0%
on a dry weight basis. Assuming the solids production rate is 0.75 cubic yard per animal per year
and a cubic yard of solids weigh 1,700 pounds with a 12% solids content, approximately 24,000
pounds of nitrogen per year will be incorporated into the settled solids to be removed from the
facility. This reduction amounts to approximately 8% of the nitrogen loading entering the
ecoreactors from Bioreactor 1. A total of approximately a 17% reduction in nitrogen occurs
through the Solids Ecoreactors.
An access road will travel the length of the Solids Ecoreactor cells. These areas are
elevated above the cell floors and facilitate the removal of the solids. The harvested material will
be transported to an off -site location for further processing.
3.2.3 Bioreactor 2
The water will gravity flow from the Solids Ecoreactor effluent points into Bioreactor 2.
Bioreactor 2 is a lined earthen basin with a capacity of approximately 693,000 gallons, yielding
a 4 to 4.5 day retention time. The bioreactor contains a 7.5 Hp aerator and provides additiomai
treatment and storage capacity. Bioreactor 2 is a high intensity microbial action zone that
contains diverse bacterial populations. The anticipated nitrogen loading from the Solids
Ecoreactor is approximately 212,000 lbs/year. A 6% reduction of nitrogen through Bioreactor
2 is anticipated based on previous operating experience and site specific design modifications for
lower throughput systems.
A flow control structure will be installed at the effluent end of Bioreactor 2 where excess
water is piped to the final water storage area. A pumping station will be installed in the second
bioreactor. This pump will recycle water to the hog houses where it will be used for recharging
the subslat pits.
Bion estimates the steady state average nitrogen concentration in Bioreactor 2 to be 475
mg/L, based on the original system design for this facility and extrapolated data.
Water from Bioreactor 2 will be used to fill the subslat pits of the livestock houses.
Approximately 49 million gallons/year is recycled from Bioreactor 2 to the livestock houses and
the head of the treatment system. Additionally, approximately 172,000 lbs/year of nitrogen are
recycled back to the head of the treatment system, thereby substantially decreasing the volume and
nitrogen loading entering the Water Storage Area, relative to the large flow throughput of the
internal Bioreactor 1 - Solids Ecoreactor - Bioreactor 2 internal recycle loop. The effluent water
that is not recycled flows from Bioreactor 2 into the Water Storage Area.
V

3.2.5 Water Storage Area
The Water Storage Area is essentially a water storage pond that contains a diverse
biological environment; uniquely designed with 580 days of retention time and a specific
topographic configuration to maximize adaptability for additional treatment options. The entire
Water Storage Area will be constructed above the seasonal high water table. The biologic activity
and extended retention time with a dramatically decreased nitrogen load will further reduce the
nitrogen content a conservative 70%. This will yield an average measured concentration of
approximately 250 mg/L. The water will be dispersed from this area to the allotted sprayfield.
3.2.6 Sprayfield and Irrigation System
Final water application is to the sprayfield. Given the enhanced water treatment
capabilities of the System, a number of options are possible for the sizing and use of the
sprayfield. First, a reduction in the total sprayfield size necessary for the operation can be
achieved through capture, uptake, and removal of nutrients in the Solids Ecoreactor and
bioreactors. This would allow for a sprayfield to be sized according to hydraulic loading instead
of nutrient loading criteria. Second, since the System can regulate nutrient Ievels in the water
discharged to the sprayfield, a number of crop options are possible.
The Bion System as custom designed for the producer's unique needs will utilize 23.6
acres of sprayfield year round and 31.2 acres for winter application. The nutrient application rate
and annual loading limit on a sprayfield is determined by the type of crop planted. The Michael
Hope Facility sprayfield will be planted with Coastal Bermuda Grass (hay) and overseeded with
rye (small grain) annually for winter application. The NRCS annual nitrogen application rate for
Coastal Bermuda Grass is 275 pounds per acre (conservative estimate) on the Autryville sprayfield
soils, and 225 pounds per acre on the Blanton sprayfield soils present on this site. The NRCS
realistic yield tables for rye on these soils indicates an additional 180 lbs of nitrogen uptake, per
acre. However, we will estimate a conservative 50 lbs per acre, thus yielding a total annual
nitrogen uptake of 325 lbs per acre on Autryville soils and 275 lbs per acre on Blanton soils. The
annual nitrogen application rate from the Bion System, as irrigated, will be in the range of 90 to
250 (maximum) lbs/acre, well below the MRCS criteria. Practically, the nitrogen uptake for
Coastal Bermuda may be significantly higher as the lowered nutrient content supplemental water
from the system will provide a higher tonnage yield per acre than assumed in this report.
The irrigation system for the application of the excess water will utilize a traveling gun
with a 1.08 inch nozzle diameter. The daily application rate per gun (10 hour application day) is
109,200 gallons. The irrigation system lanes will have coverage of 300 feet, with application rates
no greater than indicated in the soil scientist's report. Utilizing these recommendations and the
proposed irrigation system layout, 54.8 acres may be effectively covered while maintaining the
required setbacks. Please see Appendix E for the irrigation system layout and Appendix B for the
sprayfield soil scientist's report.
101

3.3 Solids Management Plan
Detailed records will be kept regarding the volume and NCDA nutrient analysis of solids
removed from the Facility. These records will be kept on file at both the Facility and at Bion's
office. This information will be necessary in order to keep track of actual nutrient removal
associated with the Bion System as it functions on this specific site.
3.4 Contingency Treatment Plan
Michael Hope Farm agrees to make available additional sprayfield acreage and/or modify
livestock operations should the Bion System not meet the design and performance criteria set forth
in this permit application and Engineering Report (see Appendix D for the acknowledging letter).
The Waste Utilization Plan will be modified to meet the new criteria and Facility operations will
be altered to limit nutrient loading during the waste utilization plan modification. Specific
additional sprayfield locations and engineering will be developed as needed. Michael Hope's
unique desire to integrate his traditional crop production with this livestock facility, to maintain
as much of the land as possible in it's natural, forested state, and to minimize odors associated
with the livestock facility are his primary reasons for installing the Bion NMS as opposed to a
conventional anaerobic waste lagoon.
11

Table 3.1
Design Criteria Summary for Michael Hope Farm Facility.
Local Climate
Precipitation 54.23 inches/yr
Evaporation 43.00 inches/yr
Net Water Gain 11.23 incheslyr
Bioreactor 1
Materials
Lined Earthen Basin
Average Water Depth
7 ft
Volume
433,000+ gal
Influent Flowrate (total throughput)
56.3 Mgal/yr
Net Precipitation Increase
120,000 gal/yr .
Retention time
2.5 + Days
# of Aerators
1
Type of Aerator
Aeromix - Tornado
Aerator Horsepower
7.5 Hp
Nitrogen Loading
284,000 lbs/yr
Anticipated Nitrogen Reduction
5 %
Anticipated Nitrogen Concentration (mess. avg.) 650 mg/L
Solids Ecoreactor 1 & 2
Materials
Lined Earthen Basin
Total Solids Settling Depth
6.0 ft
Average Volume per cell (2 cells)
467,000 gal
Influent Flowrate (total throughput)
56.7 Mgal/yr
Net precipitation Increase
313,600 gallyr
Retention time
3 + Days
Nitrogen Loading
256,500 lbs/yr
Anticipated Nitrogen Reduction
21 %
Bioreactor 2
Materials
Lined Earthen Basin
Average Water Depth
10 ft
Volume
693,000+ gal
Influent Flowrate (total throughput)
56.3 Mgal/yr
Net Precipitation Increase
155,400 gal/yr
Retention time
4.0+ Days
# of Aerators
1
Type of Aerator
Aeromix - Tornado
Aerator Horsepower
7.5 Hp
Nitrogen Loading
212,000 lbslyr
Anticipated Nitrogen Reduction
6 %
Anticipated Nitrogen Concentration (meas. avg.) 475 mg/L
12

Table 3.1
Design Criteria Summary for Michael Hope Farm Facility (cant.)
Recvcle System
# of Pumps
2
Type of Pump
Myers Submersible
Pump Horsepower
3 Hp
Controls
Timer Switch Actuated
Recycle Flowrate
49.4 Mgal/yr
Recycle Nitrogen Loading
172,000 lbs/yr
Water Storage Area
T Materials Lined Earthen Basin
Maximum Water Depth 12.0 ft
Volume
13.733 Mgal
Influent Flowrate (total throughput)
7.83 Mgal/yr
Net Precipitation Increase
1,006,000 gal/yr
Retention time
580 Days
Nitrogen Loading
27,265 lbs/yr
Anticipated Nitrogen Reduction
70%
Anticipated Nitrogen Concentration (meas.
avg.) 250 mg/L
SprU fields
# of Acres 54.8 Acres
Application Flowrate 7.83 Mgal/yr
Nitrogen Loading 8,180 lbs/yr
Anticipated Nitrogen Reduction (Spray Irrigation) 40%
Annual Nitrogen Application Rate' 90-250 lbs/acre
Irrigation System Traveling Gun, 1.08" nozzle
Daily irrigation capacity per gun 109,200 gal./day, 10 hr./day
Note': NRCS realistic yield for Coastal Bermuda Grass and a winter rye overseed on
Autryville soils = 325 lbs/ac., on Blanton soils 275 lbs/ac., conservative average
(See Appendix A). For winter rye not overseeded, 100 lbs/ac. , conservative
average.
13

Figure 3.1
Schematic of the Bion NMS for Mr. Michael Hope's 2,400 head sow and 2,880 head
nursery hog facility. (arrows indicate water flow pattern)

SECTION 4
MONITORING PLAN
For the first two years pursuant to acceptance of the permit, there will be bimonthly
sampling and testing of water from the System influent point in Bioreactor 1 and the System
effluent point in the Water Storage Area. After this initial two year interval, sampling and testing
will be done on a quarter annual basis for another three years. No sampling and testing will be
conducted after this five year testing period.
An annual report for the compilation and evaluation of data will be prepared shortly after
the end of each year of the five year testing period and will be submitted to NCDENR - Division
of Water Quality.
The following analytical tests will be conducted by the North Carolina Department of
Agriculture (NCDA) Agronomic Division:
Nitrogen
Phosphorus
Potassium
Calcium
Magnesium
Sulfur
Iron
Manganese
Zinc
Copper
Boron
Sodium
Samples will be collected and analyzed using Standard EPA protocols.
is

o -, ., _ 0 M
Waste Utilization Plan, and Water and Nutrient Balance

WASTE UTILIZATION PLAN
September 10, 1998
PRODUCER: Michael Hope - Michael Hope Farm
LOCATION: 826 Chancey Road, Clinton, NC 28328 (Sampson County)
TELEPHONE: [phone] (Mr. Michael Hope)
TYPE OF OPERATION: Sow and Nursery, swine
NUMBER OF ANIMALS: 2,400 sows, 2,880 nursery pigs design capacity
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant available nutrients in the animal
wastewater should be used to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application cycle. Annual soil tests
are required 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 wastewater and to ensure that it is applied in an
environmentally safe manner. Apply waste based on the needs of the crop to be grown and the
nutrient content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types
are important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally, waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, 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 Department of Water Quality (DWQ)
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. 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 change the manner in which you apply the waste in the future, you need to revise this plan.
Nutrient levels for different application methods are not the same,
The estimated acres needed to apply the wastewater is based on the nutrient content as
indicated for the Bion Nutrient Management System designed specifically for your facility.
Acreage requirements should be based on the waste analysis report from your waste
management facility_ Periodic sampling of the wastewater will provide you with the
information you will need, as per your permit monitoring plan.

WASTE UTILIZATION PLAN, page 2, cont.
AMOUNT OF WASTE PRODUCED PER YEAR = 7,834,806 gallons
(See water balance, following the WUP)
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
4,908 lbs./yr., maximum. (See design calculations and Engineering Report for detail)
The following acreage will be utilized for waste application based on the crop to be grown, soil
type and surface (irrigation) application.
ACRES OWNED BY PRODUCER
Field
Soil type and Class-
Crop
Yield
Lbs N
Acres
Lbs N
Applic. time
determining phase
per acre
Uptake
used
_
F 1
Autryville
Coastal
5.5 tons
275
12.5
3,438
MAR.-OCT
2-6 %
Bermuda
Grass -hay
-- F1
Autryville
Small Grain
1.0 ton
50
12.5
625
SEP-APR
2-6 %
(rye, oats)
' F2
Autryville
Small Grain
2.0 tons
100
31.2
3,120
SEP-APR
2-6%
(rye, oats)
F3
Blanton
Coastal
4.5 tons
225
2.8
630
MAR-OCT
2-6 %
Bermuda
Grass -hay
— F3
Blanton
Small Grain
1.0 ton
50
2.8
140
SEP-APR
2-6 %
(rye, oats)
F4
Blanton
Coastal
4.5 tons
225
8.3
1,868
MAR-OCT
2-6 %
Bermuda
Grass -Hay
— F4
Blanton
Small Grain
1.0 ton
50
8.3
415
SEP-APR
2-6%
(rye, oats)
Total = 10,236 (all fields)

WASTE UTIILIZATION PLAN, page 3, cant.
gut
Coastal Bermudagrass-hay
Small grain overseeded, or oats
Units Lbs N Per Unit
Tons 50
Tons 50
--- Indicates that this field is beingg-overseeded (i.e., interplanted). In fields where small
grain is interseeded in coastal bermuda grass and removed for hay or silage, care should be
taken not to let small grain reach maturity, especially late in the season (i.e., April or May).
Shading may result if small grain gets too high and this will definitely interfere with the stand
of bermuda grass. This loss of stand will result in reduced yields and less nitrogen being
utilized. Rather than cutting small grain for hay or silage just before heading as is the normal
situation, you are encouraged to cut the small grain earlier. You may want to consider
harvesting hay or silage two or three times during the season, depending on the time the small
grain is planted in the fall. The ideal time to interplant small grain is late September or early
October. Drilling is recommended over broadcasting. Bermuda grass should be mowed to a
height of about two inches before drilling for best results.
` Indicates September through April application.
Total Nitrogen Utilized and Produced
Lbs. Nitrogen Produced: 4,408
Lbs. Nitrogen Used: 10,236
**Balance: -5,328
** This number must be less than or equal to 0 in order to fully utilize the animal
waste nitrogen produced.
Acres shown in each of the preceding tables are considered to be 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 will most likely be more than the acres shown in the table. See the irrigation
layout in Appendix B showing the fields to be used for utilization of the wastewater.
Note: Please refer to the Engineering Report portion of the permit application for specific
information on the quantities and nitrogen content of the solids, as well as nitrogen
reduction that will occur throughout the Bion System as a result of the process.

WASTE UTILIZATION PLAN, page 4, cont.
Application of Wastewater 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 PAN applied exceed the nitrogen needs of the crop.
The facility is designed for over 180 days of temporary storage and should be applied to
the indicated crops as required during the specified application times. In no instance should
the volume of waste being stored in any component of the Bion System be within 1.6 feet of
the top of the berm.
It is the responsibility of the Producer and the irrigation designer to ensure that an
irrigation system is installed to properly irrigate the acres specified in the WUP. Failure to
apply the recommended rates and amounts of nitrogen in the tables may make this plan invalid.
Name of Qualified Agronomic Specialist: Cindy Flinn, PhD Horticulturist
Bion Technologies, Inc.
i
Signature: n Date: / ��

WATER AND NUTRIENT BALANCE AT MIKE HOPE SOW FARM
9/ 10/98
A. Total water in the system
(+) 1. 2,400 sows, 7.2 gallons per sow per day; 2,880 nursery pigs, 0.5 gal per pig per
day for 365 days.
[(2,400 x 7.2) + (2,880 x 0.5)] x 365 = 6,832,800 gal due to hogs
This includes urine, spilled and leaked drinking water and wash water.
(+) 2. Rainfall in excess of evaporation = 11.23" (0.9358 ft),
drainage area = 227,974 W.
0.9358 ft x 227,974 ft' = 213,338 ft
= 1,595,768 gal
(-) 3. Solids Harvested = (2,400 sows x 1.0 yd3/sow)
+ (2,880 nursery pigs x .75 yd3/4 pigs) = 2,940 yd3
2,940 yd3 x 27 Wlyd3 = 79,380 ft'
79,380 ft3 x 7.48 gal/ft' = 593,762 gal, subtracted
4. Total water = + 6,832,800
+ 1,595,768
593,762
7,834,806 total gallons
5. Sprayfield loading
7,834,806 gallons = 1,047,434 ft
23.6 acres = 1,899,216 ft'
1,047,434 ft' / 1,899,216 ft' = 0.5515 ft of application over the 23.6* acres.
Neal Floyd, LSS, in his Wastewater Application Fields report indicates a
conservative application on the sprayfield loading would be 1.0 inch. The
sprinkler irrigation guide indicates a 1.6 inch (0.133 ft) application for a 5 day
period during application times on the Autryville soil (<6% slope), assuming
75 % irrigation efficiency. A more conservative 0.6 inch application is
recommended (0.05 feet for a 0.6 inch application) over a two to three day
period to maximize nutrient and hydraulic uptake.

0.5515 ft / 0.05 ft = 11 applications of 0.6 in.
Therefore, 33 days of application time needed, yearly maximum.
*An additional 31.2 acres is available for winter application.
7,834,806 gallons = 1,047,434 ft'
23.6 + 31.2 acres = 54.8 acres = 2,387,088 ft'
1,047,434 ft3 / 2,387,088 fe = 0.4388 ft of application over the 54.8 acres.
0.4388 ft / 0.05 ft = 9 applications of 0.6 in.
Therefore, 27 days of application time neededlyearly minimum.
B. 180 day temporary storage volume
(+} 1. 2,400 finishing hogs, 7.2 gallons per log per day, 2,880 nursery pigs, 0.5 gal per
pig per day for 180 days.
[(2,400 x 7.2) + (2,880 x 0.5)) x 180 = 3,369,600 gal due to hogs
This includes urine, spilled and leaked drinking water and wash water.
(+) 2. Rainfall in excess of evaporation = 8.36' (0,6967 ft), drainage area = 227,974 ftz.
0.6967 ft x 227,974 ft' = 158,829 ft3
= 1,188,045 gal
(-) 3. Solids settled/harvested in 180 days = 1,450 yd3 = 39,150 ft3 = 292,842 gal
subtracted
4. Total water = + 3,369,600
+ 1,188,045
- 292,842
4,264,803 total gal temporary storage required for
180 days
13,733,000 total gal available for temporary storage
(580 days Temp. Storage available)

C. Nutrient balance, nitrogen limiting
1. The crop planted is Coastal Bermuda Grass (hybrid, hay) and an overseeded small
grain (rye) in the winter. Realistic yield on the Autryville soil type for the
Bermuda Grass is 5.5 tons per acre and. 50 pounds of nitrogen per ton, yield for
the Blanton soil type is 4.5 tons per acre and 50 pounds of nitrogen per ton.
The small grain rye realistic yield is 1.0 ton per acre and 50 pounds of nitrogen
per bushel where overseeded. These should be conservative numbers,
especially in the presence of excess water, which our system naturally supplies.
Thus, total nitrogen uptake for 23.6 acres is:
(BG) Autryville soil type
5.5 tons/ac x 50 lbs N/ton = 275 lbs/ac
275 lbs/ac x 12.5 ac = 3,438 lbs of N
Blanton soil type
4.5 tons/ac x 50 lbs N/ton = 225 lbs/ac
225 lbs/ac x 11.1 ac = 2,498 lbs of N
3,438 + 2,498 = 5,936 ibs of N on 23.6 acres in Bermuda Grass
(SG) 1.0 tonlacre x 50 lbs Nlton = 50 lbs/ac
50 lbs/ac x 23.6 ac = 1,180 lbs of N on 23.6 acres in Small Grain (rye)
5,936 + 1,180 = 7,116 lbs of N taken up on 23.6 acres* at MHF.
*An additional 31.2 acres is available for winter application. The small
grain rye realistic yield is 2.0 tons per acre and 50 pounds of nitrogen per
bushel if not overseeded. Thus total nitrogen uptake of the 31.2 acres is:
(SG) 2.0 tons/acre x 50 lbs N/ton = 1001bslac
100 lbs/ac x 31.2 ac = 3,1201bs of N taken up on 31.2 acres during winter
application.
This yields a total uptake of 10,236 lbs of N taken up on 54.8 acres at MHF.

APPENDIX B
Soil Scientist's Site Evaluation and Sprayfield Soil Evaluation,
Sprayfield Soil Analysis, and NRCS SEF NC-CPA-17

Neal C. Floyd & Associates, Inc.
Dalton Engineering
Jerry Dalton
446 E. Main Street
Clayton, NC 27520
RE: Mike Hope Farm
Dear Jerry,
Enclosed are the soil investigation sheets for the reactor
placement phase of the project. Please note, the pit logs
indicate an excellent site for placement due to the landscape
position and very well drained characteristics of the soil.
Secondly, the material from 6 to la feet has enough clay to
provide onsite use for the project because it can be easily
excavated and placed back in a compacted manor to reduce
importing of clayey material_ Some laterally moving Neater
along the Bt/BC (GW - SC) interface may occur downslope.
This condition is temporary and occurs only under extreme
moisture conditions.
S
inc
�e
�rely,
f zo-le ILI - 4�w
Neal C. Floyd
Soil Scientist
7908 AUDUBON DR. / RALEIGH, NORTH CAROUNA 27615 / 919-870-7865

U. S. DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE
NC-ENG-538
Rev, 9/97
SOILS INVESTIGATION
Name tm SWCD
Project County
Date / 1 Field Office
_
Location Sketch
Test Pit 1
Test Pit 2
Test Pit 3
Test Pit 4
Depth
Sta:
Depth
Sta:
Depth
Sta:
Depth
Sta:
I
G W n
-4
GWb�!>
b �
r
�"w�loffia5*
44
GW
5�Q
S . s�
��
�-I
Se • brn�� �e1
_1u
SG`�r 6A*
f
reds
reld
SHWT Depth=
SHWT Depth=
SHWT Depth=
SHWT Depth-
PHWT Depth=
PHWT Depth=
PHWT Depth=
f 0
PHWT Depth=
tt
Test Method: — Auger Excavator Name and Title AW 1 San* S4
SHWT - Seasonal High Water Table PHWT - Permanent High Water Table (optional) " — * 1039

Neal C. Floyd & Associates, Inc.
Dalton Engineering
Jerry Dalton
446 E. Main Street
Clayton, NC 27520
RE: Mike Hope Farm
Waste Application Fields
Dear Jerry,
Enclosed is my report on the wastewater application fields
suitability. As indicated on the profile description the
soils are excellent as waste acceptors_ The deep surface
C3 - 5 feed and deep subsoil t5 -- 7 feet 3 are well suited to
hydraulic disposal_ The only drawback of these sails is a low
exchange capacity and low chemical acitivity. However, this
is off --set by the excellent landscape position and rater
movement characteristics which provide a well aerated acceptor
site -
Sincerely.
.
%14_4ta
C.-'
Neal C_ Floyd
Soil Scientist
SOIL St"-
AK)W
7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865

Neal C. Floyd & Associates, Inc.
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(5LAe- 5%e>1 S�" b�,n �7.s`125f 2,)
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7908 AUDU80N DR. / RALEIGH, NORTH CAROLINA 2761,5 f 919-870-78,55

Neal C. Floyd & Associates, Inc.
MIKE HOPE FARM
WASTEWATER APPLICATION FIELDS
The Hope site occurs on the Middle Coastal Plain
physiographic region along a smooth gently undulating
topography made up of broad ridges and side slopes. Slope
ranges from 0 to 3 percent. Sites are very well drained with
deep ( > 40 inch) surfaces underlain by sandy loam to sandy
clay loam Lit horizons. Subsoil depths are 84+ inches. No
indications of a seasonal water table within the first 7 feet
of the profile was described or observed. Some possible
perching of water may occur along the E/Bt contact during wet
conditions due to the differences in hydraulic conductivity.
However,the lack of low chroma mottling or other diagnostic
wetness features in the Pt c-r BC horizons indicate no extended
saturation events. No restrictive horizons are present in the
sail solum to 7 feet_ The parent coastal sediments occur
between 8 to 10 feet based on soil pit evaluations which also
reveal no restrictive horizons..
The most limiting horizon hydraulically is the BT/BC on
these sites_ The surface horizon (Ap, E) rates are 6 to 20
inches per hour. The Fat/BC or subsoil horizons may range from
.2 to 2.0 inches per hour. Based on the observed field
characteristics and landscape positions the hydraulic rate of
1.0 inch per hour is a conservative rate as applied to these
7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7865

Neal C. Floyd & Associates, Inc.
sites. Due to the granular structure of these sails long term
aggregate stability is adequate to maintain an infiltrative
surface. The hydraulic conductivity rates discussed are based
can standard soil survey data for Autryvilie or Blanton soil
series as determined through the attached profile description.
Chemically, the sites are acid and have a low exchange
capacity. The surfaces have CEC (cation exchange capacity)
from I to 5 meq/100gr. Due to the low organic matter and very
low clay content, these soils exhibit low exchange capacity
throughout the profile. The Bt/BC horizons will not exceed 10
meg/IOD gram due to the low clay content C 20%. Along with
this the subsoil and surface are acid in a natural condition.
Soil test reports are based on surface sampling within the plow
layer. The measured CEC's were around 4 meq/100 grams_
7908 AUDUBON DR. / RALEIGH, NORTH CAROLINA 27615 / 919-870-7866

nw
im

IRAN& r','6--n,`FM 5111MMMUMOOE-i 06"� hN
Grower; Hope, Michael
Copies to: County Extension Director
826 Chancey Rd.
Bion Technologies Inc.
Clinton, NC 28328
.,.M d$rSoil
Test Report
Farm:
5/8/98 SERVING N.C. CITIZENS FOR OVER 50 YEARS
Sampson County
Agronomist Comments:
C 12
ffi lffll
fi _011�fflq
RD
Sample No. LastCrop
Mo Yr TIA
Crop or Year
Lime N aus &0
mg Cu
zn
B Mn Note
FlA Berm Hay/Pas,M
1st Crop: Berm Hay/Pas,M
0 180-220 0 130-150
0 0
0
0 12
2nd Crop�
Test Results
Soil Class HM% WN CEC BS%
Ac pH P- I K-1
Ca% Mg% Mn-1 Mn-Al (1) Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1 SS-1 Alch-N N14-N Na
MIN 0A1 1.55 4.1 88.0
0,5 6,5 259 37
70.0 13.0 103 71 330
330
176
21 0.1
F LJO 10 � 110 K6 -,pRW
ON
A")'o !I;
I RON, W
ii .10 1
2
vl�
11024v M&A M I �
W W " I &V
XT
I �
9
Sample No. Last Crop
Mo Yr T A
Mq� or Year
Lime N R05 100
Mg Cu
Zn
B Mn See Note
FIB Berm Hay/Pas,M
Is( Crop: Berm Hay/Pas,M
3T 180.220 0 130.150
0 0
0
0 12
2nd Crop:
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1 K-1
Ca% Mg% Mn-1 Mn-AI (7)WAI(2) Zn-1
Zn-Al
Cu-1
5-1 SS-1 NO-N Na-N Na
MIN 0.27 1.53 4.8 88.0
0.6 6.4 318 40
71.0 12.0 1113 80 432
432
219
23 0.1
L
". li
!!- 4 fffi
'—
�Q(ftjA
R2M.-1"
"4-MM-0E-ol,romsti
NA
L
,F
11f"Mgr
1a
,
Sample No. Last Crop
Mo Yr TIA
Crop or Year
Lime N R05 /to
Mg Cu
Zn
P Mn See Note
F2A Pepper/Sage
1st Crop: BermHay/Pas,E
IT 60-80 a 60.80
0 0
0
0 12
2nd Crop: Berm Hay/Pas, M
0 180-220 0 140-160
0 0
0
0 12
Test Results
Soil Class HM% WN CEC BS%
Ac pH P-1 K-1
Ca% Mg% Mn-1 Mn-Al (1) Mn-Al (2) Zn-1
Zn-Al
Cu-1
S-1 SS-1 Na-N N14-Af Na
MIN 0,92 1.51 41 73.0
11 5] 283 36
59,0 11.0 99 69 69 227
227
169
46 0.0
'Ihfd-
rl'�,n bf
'PI5 1i —
-
JID W-1111ir
Sample No, Last Crop
Mo Yr TIA
Crop or Year
Lime N a05 KO
Mg Cu
Zn
B Mn See Note
F213 Pepper/Sage
1st Crop: Berm Hay/Pas, E
IAT 60-80 0 50-70
0 0
0
0 12
2nd Crop: Berm HaylPas.M
0 180-220 0 130-150
0 0
0
0 12
Test Results
Soil Class HM% WIV CEC BS%
Ac pH P-1 X-1
Ca% Mg% Mn-1 Mn-Al(I)Mn-All(2) Zn-1
Zn-Al
Cu-1
5-1 SS-1 NC§-N NIA-N Na
MIN 0.66 1,54 43 72.0
1.2 5.7 300 39
57.0 11.0 98 68 68 219
219
'172
52 0.0

crop or Year
Lime
N F(1s KID
Mg Cu
ig
Zn B
Mn
See Note
F3A Berm Hay/Pas,M
1st Crop: Berm Hay/Pas,M
1.4T
180-220 0 70-90
0 0
0
0
12
2nd Crop:
Test Results
-
Soil Class HM% W/V
CEC
BS% Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-Al (1)Mn-A! (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1
N®-N Nh-N Na
MIN 0.66 1.39 6.3 75.0 16 5.8 392 65
i��o ,� � _ .:lei rR `'� -p�I ''
'Yr
59.0
a
r
11,0 130 87
a �• 716 r 716 N 416
x :,. �VJSL�
30
0.1
Tamp a No. Last Crop
Mo-
T A
Crop or Year
Ume
Nth.
PiOs
Mg Cu
Zn
B
Mn
F38 Berm Hay/Pas,M
ist Crap: Berm Hay/Pas,M
1.2T
180-220 0 70-90
0 0
0
0
See Note
12
2nd Crop:
Test Results
Soil Class HM% WN
MIN 0.411,40;�
CEC
BS% Ac pH P-1 K-1
Ca%
Mg%
Mn-1 Mn-Al (1) Mn-AI (2) Zn-1
Zn-AI
Cu-1
S-1
SS4
a-N AIR -Al Na
q
,1#" ! _ ' l IQ 7, �ythf
6.6
79.0
x• .,
y14 5.8 37e;9 65
filil llm�tci GI
62.0
12.0
f
135 90 761
761
435
27
01
Sample No. Last Crop
Mo
Yr T/A
Crop or Year
M
L
N 0s
RgW
B
Mn
FA Berm Hay/Pas.M
1st Crop: Berm Hay/Pas,M
UT
180-220 0 70-90
0 0
0
See Noe
2nd Cro :
0
12
Test Results
Soil Class HM% WN
MIN 0.32 1,42
CEC
6.2
BS% Ac pH P-1 K-1
76.0 1.5
Ca%
Mg%
Mn-1 Mn-A1 (1)Mn-A1 (2) Zn-1
Zn-AI
Cu-1
S-1
SS-1..NCh-N
NIA-N Na
i31;1f ti "°
i , °
1 �w I '
5.8 277 64 55.0
: t}j ' t : b 'tibli�
15082 59 353
of,�
�F - :..�..�}f,'+ .t�_�1'
353
� •�
228 26
R 5
0.1
- �..�.:.y, �J, NEW
Sample No. Last Crop
Mo
Yr T A
cropor Year
time
N n05
Mg Cu
Zn
k
�.ct, t •
F413 Berm HaylPas,M
1st Crop: Berm Hay/Pas,M
UT
180-220 0 80-100
0 0
B
Mn
See Note
2nd Crop:
0
0
12
Test Rena I Its
�. � 9E41/74q•()f k( L9, �°
iiR11li1lI1a1d} ?�
F himiSBS'
, C
uyS:7'nv i[^:(k'''tl7F W' R' 1M ..
CC�1tti1£�ISl�t10,S'
-
P
"'7
:y
�.•
-
Tr
;.-
Sample No. Last Crop
Ko
Yr T/A
Crop or Year
Lime
N
PXIs
w
Mg Cu
Zn
B
Mn
See Note
F6A Pepper/Sage
1st Crap: Clover UGr,E
.6T
10-30
0
150-170
0 0
0
0
12
2nd Cry : Clover L/Gr,M
0
0.0
0
120-140
0 0
0
0
12
Test Results
Soil Class 11M% W/V
CEC
BS%
Ac pH P-1 R-1 Ca%
Mg%
Mu-1 Mn-Al (1)Mn-A1(2) Zu-1
Zn Al
Cu-1
S-1
SS-1 NQ9-N M&N Na
MIN 0.46 1.57
4.6
85.0
0.7 5.6 39 32 6.0
12.0
161
106 106
309
30
549
105
0A
- s -W
- I M
Sample No. Last Crop
Ho
Yr T/A
Crop or Year
dime
N
W5
KO
Mg Cu
Zn
B
Mn
See Note
1:66 Pepper/Sage
Ist Crap: Clover L/Gr,E
5T
1030
0
150-170
0 0
0
0
12
2nd Crop: Clover L/Gr,M
0
0.0
0
130-150
0 0
0
0
12
Test Results
Soil Class 11M% W/V
CEC
BS%
Ac pH P-1 IC 1 Ca%
Mg%
Mn-1 Mn-AI (1)Mn-A1(2) Zn-1
Zn-AI
Cu-1
S-1
SS-1 IV03-N
AU-N Na
MIN 0.41 1.54
4.2
86.0
0.6 ' 5.7 358 29 71.0
10.0
147
98 98
314
314
550
87
0.0

Y� United States Natural
Department of Resources
Agriculture Conservation
Service
WASTE IMANAGENL IFINT FACII.TIY STIE EVALUATION
OF..`fERAL LYFOR.NLMON
NAME M i CwEt LOCAT]ON 1� Toni
1221 'K,',21C-&:r Z15
NC-CPA-17
REV. 1, 2-96
TELEPHONIE Gk t o - 5 z - S i ra-+ SIZE OPERATION 2�88ca Nvrs�y Z,4ac� S�,N
LOGkTION DATA
DISTANCE FROM NEAREST RESML*tCE NOT OWNED BY PRODUCER—" l,SceC) FT.
DISTANCE FROMNEAREST FEAREST PUBLIC FACn= (scbwL chm-d CM-) Y g . S�_ FT. /
IS SITE WrFHIN 100-YEAR FLOOD PLAIN? YES _ 140 +�
If yes, MRCS cannot provide assistance.
IS SITE AT LEAST 100 FT_ FROM A "BLUc LINE" PERENNIAL STRFPIM7 YES NO _
If no, site must be relocated.
IS SITE WMIIN I MME ZONING RMSDICT70N OF A MUNICIPALM? YES NO _✓
If yes, landowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval.
ARE u nM li s LN CONSTRUCTION AREA? " __ _ NO
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
WE LIi.NDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES _ IN
If yes, producer must complete Form NRCS-CPA-39 (Request for Certified
Wetland Determination/Dellneation).
WILL ACTION RESULT IN SWAMPBUSTING7 YES ',to ✓
IF WETLANDS ARE INVOLVED, IT IS M RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF
ENGIIIEERS AND THE DIVISION OF ENVIRON&fDITAL 4-ANAGEMENT TO DETERMINE IF PEIL%. 5 ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOD D NOT CLEAR ANY LAND UNTIL A WETLAND DELD.'E,I.TION
IS MADF_
NRCS will provide technical assistance in wetlands only under the following conditiouL For natural wetland
inclusions less than one acre in size, MRCS will provide assistance only if the functions and values lost are fully
mitigated.. For natural wetlands greater than out acre in size, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory Mitigation is
carried out in that order of preference.
ODOR CONTROL
1IAS ODOR CON-MOL BEEN DISCUSSED WITH PRODUCER.: ✓.
• PREDOMINANT WINO DWCnON7 YE � NO
• PRECI-IARGI IG LAGOON WTI H FRESH WA i ER TO AT LF-AST 1/21 1?5 ✓ NO
OF i HE CAPACr rY7
USNG GOOD SOLID IUDGItENT IN LAND APPLICATION YE5 ✓ NO � �
OF WASTc7

NC-CPA-Z 7
RF/_ ,, 2-96
Page 2
OTHER FIN VIROffNMfrAL FACTORS
LS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT? NO ✓
IS A DESIGNATED NATURAL. SC1:`v"iC AREA LNCLUDED LAN TF1E PLANKING AREA OR
WILL PLANNED ACTIONS IMPACT ON AN ADIACF-NT NATURAL. SCENIC ARrA7 YES �p
TS AN ARCHAEOLOGICAL OR =ORICAL SITE LOCATED LN THE PL-% NNED ARE.a'! YES NO ✓
ARE THERE PRLME, UNIQUE, STATE OR LOCALLY F.AFV a-AMS LN T HE YES NO
0PERATLNG UNTi7
WLLL THE ACTION RESULT IN SODBUSTING? YvS VO
If the answer to any of the above is yes. MRCS will not provide technical —
assistance unless :mencv poilry is followed._ _
WASTE yMNAGB.1NM'NT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAD APPLY ALL WASTE YES NO
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED I NFREQUENT"4Y?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER. CAN PRODUCER GET AGsZEEMEd 2 i ON LAND YES _ NO _
ON WHICH TO ,APPLY WASTE?
(Attach Waste UdUzation Plan to site evaluation.)
SOIL. INVESTIGATION - VALID ONLY IF SOEL IIvir=GATION
SHEET ATTACIM
LS SOIL SUITABLE FOR LAGOON7
YES _
NO
IS A LWFRREQUIRED?
YES _
NO
TY F OF LINER TO BE USED:
CLAY BE
ITONTTE SY;+}rH i IC
IF CLAY LINER IS TO BE USED, IS $= ABLE CLAY AVAILABLE ON
YES
NO
SrM7
_
T CLAY LS NOT AVAILABLE ON SrIE, DOES LANDOWNER HAVE
YES _
NO
ACCESS TO CLAY?
IS A CORE TRENCH REQUIRED?
YES
NO
(Attach sail investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT7 .
yls _
YO
(If yes, the must be removed or plumed)
SITE APPROVED YES 1140 CONDITIONAL
CONCMEHTS
THIS SITE DIVES axnON IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF CONSF. Uc . <ON
HAS NOT BEEN STARTED =rL N TWELVE MOiWr IS. A NEW SITE LWE=GAT.ON WTL BE REQLTRED. '
SIGNATURE DATc
I' Changes in the local or state law or changes in the standard could a new size investization.

* 1 1
Design Criteria Calculations and Supporting References

2, QUA �WSEZO
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160
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sCO, l l z, C46s 9��1�eAtLy-
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►; I N� vT 1= Q.o� $ = 1,701044 - CC7, OS )(Z-j1o, ca44)
ZS %, S$Z SE
(2,940 )d3)Ci�oo�b/yd���o.IZ)(0 •04)
q ++Z3rg1)0 1 b IS
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:..,a•a.-:•- .2fi55.NCDR r760M4659T� 3�,,.- r^• ""I1.53 &vsor4.
Grower:
-
Barefoot, Keith Copies To: USDA-NRCS-Johnston
.,
Waste nal szs e ort
y
8/26/98
3591 Zack Mill Rd.
Angier, NC 27501
Farm:
Johnston County
Sion Technologies Inc.
Sian Technologies Inc.
5em"lelifol ..�LaarataResurs�
i ,]IY 1 S I �'1 �i .'ak` � 1. •1:
f 1 Ir.rJ . 7.., r•v y p ray • tLti a
9 ''r°; gf, z caw "
"arts„ ef�milliaiiMiles`s.otherwise:Edited ..L..tf !?�?���r.,, N,,..��?�f:��
�+ f"I ! r kyl;L' '
1 . �' rl
i• . brl
�_,1�� 1..�
Sample ID:
Waste Code,
ATO
Description.
Aerobic Li A • Other
N
P K Ca M 5 Fe Mn Zn CU a MO CI C
Total 502
IN -N
-NH4
-NO3
OR-N
Urea
106 530 112 60.8 53.2 10.1 1.21 10.5 3.66 0.29
Na Ni Cd Pb Al Se Li H SS CA DM% CCE% ALE K a!
106 7.33
Roca mehdatlo 5
' :'z. !'t` . �' - NL
illt iefltSAvi ilalalB fQ fi'rst"Cro f a ltis/10�0..° Mans rs
_'.
.ter El'emeri ltisll 1 10 is
..._ ... �.
F I - k .r ._..•Y 1
AP PIrcPtlon.Method �, NN.PzOKICa:
��}n�/ /�/� 4„' ... 2; _,44 3t "
E13`�VI I - 4r t r K'�.P 7iali+fi5�
P..4"r°"�.r.�.if 7 -.'S- �t5!'F '�- ai'' ;'y
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roatf asvw .. _� �., �e x __ �4
Y ,� L1i !W 2-'•'= (
t;5e
f� Mg..:5= SAUb0U1-N.O
`fe .Y Mn,L�n 'Cu,. $ F� ho Gtv
-f.l.h.
0.35F��` 03 1+''``0OfU2, T, , - {
t�rsw :NI �':r.K, r I x^.-
,0 65 O:S35 D 31 o
1 .
N 1" v r r . ;-•I .
lJ96" i.Fl`
' Q8$, , 3..L
Sam "leslnW,:�'
t �� i?i t i � :; : '� 19 ill ll 3' f> '44r' L I
Sample ID:
N
P K Ca mg S Fe Mn Zn CU B Mo CI C
B2I O
Total 451
108 514 106 76.8 40.7 2.47 0.47 1.23 0.56 0.26
IN -N
Waste Code:
-NH4
ATO
-NO3
Na Ni Cd Pb Al Se Lr pH SS C:N DMA CCE% ALE K al
104 7.35
Description:
OR-N
Aerobic Liquid Other
Urea
Recomrnendatforis t 4 ..ill::
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r.Q, 5,�.,.,�•4:24�''O:Oi��T_�,..,..f..:Q:U1�r�;:T��f�d��. �,r�...l..��,,.�
::^+'Y' F' "f '4a}ar ' 4 nj 1 7 � [ �•.`: _ I% -f�
f Iq � f �4.. 1i' � 3€ .rn
� N �� � L. •Nil: � % � : � -r' },
a ��, r Cd�"', w Pb� � AC 5e Li::
- � � l a� � .�L.. . I,,. s�+:..
.,r. nu. ysr, S7, iF 1g1 p 1jl� {'I� �.� a
1-:��i "L.. �.° j_ .rQl' Y 1� '!E F; R':�.I�"-9i.
il� i v - I I � I. t�ry. �S 'o � SEp� .�w"�
t!' f �' i_4eE S,r i .� j�:i.. �[•t i{' " :���.'y�'.1� M.•i
,f-0:S7 .,� �; I:• ,. _, :.,f�.
1�•, z �r �. � �}..!�, i• "iP.iii�iS+'
'��.ly.fx S � .N II 1 il. /r,�ur `,c7 1 i . � ��1. ,�% �.�..�.1�
�Q:$7.__.:�.x�:. ��!,�i�• �.�ut�i. ,n�`ai+t;�:�f: �..���r-.�"_144.�i�.t.,''l�;I

,
"M KffMighfo 11M1jin'III�
wI Kl9 � ,"
Sample W:
04 -a" WO
N
MAIiMw
P K Ca M S Fe Mn Zn Cu a Mo Cl C
Total 54.7
52.7 443 88.4 48.2 43,2 1,45 0.13 1.85 0.22 0.14
IN N
Waste Code:
-NH4
ATO
A03
Na Ni Cd Pb At Se b pH SS C:1V DM% XE% ALE-(Kqal)
110 7,37
Description:
OR-N
Aerobic Liquid Other
urea
Ljfid gggyp!
� A n
ltrt �UMP,'?, TO MA 7, 00 QOa 11 6h �il - M__
10t �-,El
"Ile
eN 51 M1
'0 im .im AM
Sald'AffbWN
11 iWOh W§jbthWWd,�bt6d
t b 6'f 6 td i �VR6 U I t 0 Map m
Sample ID:
N
P K Ca L49 S Fe Mn Zn Cu a Mo C/ C
�"al , Mil
Total 46.0
58.1 439 85,8 48.1 53.9 1,16 0.12 0.79 0,00 0.07
IN N
Waste Code:
_NH4
ATO
-NO3
Na All Cd Pb Al Se Li pH SS C"N DM% CCE% ALE (Kqal)
Description:
OR-N
109 7,19
Aerobic Li uid Other
urea
MIN
hViC tbgM
%00b" ff
W"" A"" N.
IT T Wff
7 19 0,30
WW"w4s
rn,�j 1.�"Mh"
Im Ffew, � " 126"',
P,
'T.
tj 11 g
Ali
N
"Na' 'l,'M
"0
K�

C DkAfffift i c-,,,,,D W i
lUffiV' 2,00r, Bar-OtOOtg%elth4oe�MR60 VNp-;,� QF1 113
'0,4fi i I I i dh R Y�,' AHO's�,dthd.w ;;" t-
, " g �4 1i 11#9.1;
Ubde � "
Rd§Olt 3
Sample ID:
01, 24-iffi
Waste Code:
ATO
Description:
Aerobic Liquid - Other
N
P K Ca Mg S Fe Mn Zn CU B Mo Cl C
Total 68.1
IN -N
-NH4
-NO3
OR-N
Urea
54.8 425 B0.8 45.1 40.4 0.90 0,10 0.38 O.CG 0.09
Na All Cd Pb Al Se Li pH SS C,,N DM% CCE% ALE (Kgal)
108 7.44
Rkddfr666dAf h*,'r,,ZTR
-,blt6 � RK"I
bf 091,
/42KIN
Ot
16, 1
0 '0
SMS - MRW
CN
.1 MINA',
5 S
-bb""' t"' R 0111WUhl6siot. erwise!ndt6d)`,'!4
T -abora or . . . . . . . . . . - - - - - - - -
Sample 10:
At
P K Ca Mg S Fe Mn Zn CU B Mo C/ C
Total 32.0
IN -N
61.9 427 69.2 47.6 48.8 1.17 0.12 0.51 0.02 0.05
Waste Code:
-NH4
ATO
-NO3
Na Ni Cd Pb Al Se Li H SS C.-N OM% CCE% ALE (Kqal)
Description:
OR-N
115 7,35
Aerobic Liquid - Other
Urea
"N 00OW1104
PP M" S N Afd)T� Y011 1
VA
- RON 81 ;28 0:014,
5 N M!;HM '.'Al V
Sam le lrifa.-
--d .'.11M C 9 M
lab&,5fo q,,Resu ft, Pa
MOV.
Sample ID:
N
P K Ca Mq S Fe Mn Zn CU B Mo Cl C
Total 45.4
58.9 422 91.1 48.0 43.0 0.99 0,14 0.49 0.00 0.05
IN -N
Waste Code:
-NH4
ATO
403
Na Ni Cd Pb Al Se Li pH SS C.-N DM% CCE% ALE (Kqal)
Description:
OP-N
110 7.4
Aerobic U A -Other
Urea
jMWOOOjzfllb0A;ARE
Othbi�Eldrhdft ",
"M P7. R
g a,,Tr1g.TR�
•F P
1Mla ,1

2.1
L
is
w
2. ANIMAL WASTE CHARACTERISTICS
The quantity and composition of wastes produced
influence livestock waste facility design. The proper-
ties of manure depend on several factors: animal spe-
cies; ration digestibility, protein, and fiber content;
and animal age, enviropment, and productivity_ The
waste system also handles added bedding, soil, water,
hair, etc.
Waste with 20%-25% solids content (75%-130%
moisture content) can usually be handled as a solid,
i.e. it can be stacked and can be picked up with a fork
loader. Liquids need to be drained and the waste dried
or bedding added to get solid waste. In the 10%-20%
solids content range, handling characteristics vary
depending on the type ofsalids present. In this range,
the percent solids content does not necessarily define
handling characteristics.
Waste with 4%-10% solids content can usually be
handled as a liquid, but may need special pumps.
Waste with 0%-4% solids content is handled as a
liquid with irrigation or flushing consistency. Liq
uids which have had the larger solids settled or fil-
tered out or wastes with dilution water added may
have 4% or less solids.
Manure
7hble 2-1 lists manure properties. Because of the
variations in animal manure properties, the values
Table 2-1. Manure production and characteristics as produced.
Values are approximate. The ac4ral dwaderistics of a marxtre can early have vabies 30% or rnore above or below the lablo vakm. The volumes of waste that a waste handling
system has to handle can be mrch hanger than the table vaktas due to the addition of water, bedding. etc. For oxan#s. Squid waste systems for swine farrowing and gestation
units may have to handle twice as much waste vokurre as cheated; svarhs nurseries 34 limos as much, because of large amounts of wash and wasted water.
Animal
Sire, lb
Total marnwo roductlon
lblday [ lday
gallday
Water, %
tensity
ibW
TS
iblday
VS
IlVday
BOD,
Widay
Nutrient content, iblday
N PA K70
Dairy canto
150
13 0.21
1.6
87.3
62
1.8
1.5
0.24
0.064
0.03
0.05
250
22 0.35 ' '
2.6
87.3
62
3.0
2.5
0.40
0.106
0.04
0.09
500
43 0.69
5.2
87.3
62
6.0
5.0
0.80
0.213
0.09
0.17
1.000
86 1,39
10.4
87.3
62
12.0
10.0
1.60
0.425
0.17
0.34
1,400
120 1.94
14.5
87.3
62
16.8
14.0
2.24
0.595
024
0.48
Seel cattle
500
30 0.48
3.6
88.4
63
4.3
3.6
0.8
0.17
0.13
0.15
750
45 _ : 0,71 :.
5.3
88.4
63
6.4
5.4
1.2
0.26
0.19
022
1.000 _
. _.60 - 0.95
7.1
88.4
63
8.5
7.2
1.6
0.34
0.25
0.30
1.250
75.:. .1.19
8.9
88.4
63
10.6
9.0
2.0
0.43
0.31
0.38
Caw►
63­"'._;' 1.00
7.5
88.4
63
7.3
621.7
0.36
0273
0.313
swine
Nursery hag
35
2.3 ,': 0.04
0.3
90.8
62
0.39
0.30
0.11
0.02
0,012
0.012
65
42 0.07
0.5
90.8
fit
0.72
0.55
0.20
0.03
0.022
0.023
F prig
150
..9.8 0.16
1.2
90.8
62
1.65
1.28
0.47
0.07
0,050
0.054
200
' 13.1 + ' 0.21
1.6
90.8
62
220
1.71
0.63
0.09
0.067
0.072
Gestatinngg sow
275
9.0 '� 0.15
1.1
9D.8
62
0.82
0.66
0.27
0,07
0.050
0,050
Sow and fitter
375
22.5-1-0.36
2.7
90.8
62
2.05
1.64
0.68
0.10
0.055
0.055
Boar
350
115. a•. 0.19
1.4
90.8
62
1.04
0.84
0.34
0.09
0.064
0.06.4
Sileep 100 4 - , 0.06 0.4 75.0 64 1.10 0.92 0.12 0,042 0.020 0.039
Poultry
Layers 4 0.21 ' 0.0035 0.026 74.8 60 0.064 0.048 0.013 0.0029 0.0025 0.0014
Broilers 2 0.14 0.0022 0.016 74.8 63 0.044 0.034 0.0024 0.0017 0.0009 -
Horse 1,D00 51 0.81 6.D6 79.5 63 15 10 1.7 0.30 0,161 0.301
Swwu Anwican Society of Agriadhcal Engineers, data adapted from 1992 ASAE standard D384.1
Sw m data trued on Pmkie Uniww* fuhdV
6No1 ASAE data
T5 - Talc! solids (talon tram 1992 ASAE data)
VS - Volatile solids (taken train 1992 ASAE data) .
BOD5 - The orygen used in the bKdorrical oxidation of organic matter in 5 days at 68 F. A standard test to assess waslawaler strerhgth (liken from 1992 ASAE data)
N - Total nitrogen
Elemental P (PtwsQitmus) - 0.44 x PA
Elfthentaf K (potasd=) - O_83 x KPO
Densities are from 19f1P A-W Standards
Nhitrierd wrntartls taken from Phudue University data .
caw ..1.05 e1day

2.2
in MLble 2-1 are estimates rather than accurate data
for your farm.
Nutrient losses during storage and treatment are
discussed in the animal waste utilization section.
Estimate livestock weights from Fig 11-1.
Table 2-2. Nutrients in livestock manure as produced.
Nutrients produced per animal per year.
Animal Size,
lb yr' MR 869
Dairy cattle 150
23
11
18
250
39
15
33
500
78
33
62
1,000
155
62
124
1,400
217
88
175
Beef cattle 500
62
47
55
750
95
69
80
1,000
124
91
li0
1,250
157
113
139
Cow
131
100
114
Swine
Nursery pig
35
7.3
4.4
4.4
Growing pig
65
11
8.0
8.4
FmW*ig pig
ISO
26
18
20
200
33
24
26
Gestating sow
275
26
18
f8
Sow and fitter
375
37
20
20
Boar
350
33
23
23..,
Sheep
100
15
7
14
Poultry
Layers
4
1.06
0.91
0.51
Broilers
2
0.88
0.62
0.33
Horse
1,000
110
59
110
%1yr = lb/day x 365 x animal weight +1,1100
Bedding
Some wastes include bedding. Table 2-3 lists den-
sity and water -absorbing capacity of common bed -
dings. Th estimate the amount of bedding used, weigh
the bedding added to each pen per week and multiply
by the number of pens and weeks between cleaning.
'Ib estimate the total weight of bedding and ma-
nure, add the amount of manure produced per animal
from Table 2-1 (solids and liquids) to the amount of
bedding; subtract any liquids to be drained off that
are not absorbed by the bedding. If well bedded, ne-
glect drained liquids.
Thtal weight = manure weight + bedding weight
To estimate the volume of manure and bedding,
add the manure production volume, Table 2-1, to V2 of
the bedding volume. Bedding volume is halved dur-
ing use.
'Ibtal volume = manure volume + V2 bedding volume
Example 2-1:
Calculate storage requirements for manure with
bedding for a 100-milking cow herd in free stall hous-
ing using chopped straw bedding.
Table 2-3. Bedding materials.
Approximate water absorption and density of dry bedding (typically 10%
moisture).
2-3a. Water absorption of bedding.
lb water absorbed
Material
per lb bedding
Wood
Tanning bark.
4.0
Fine bark... ..
2.5
Pine
Chips
3.0
Sawdust
2.5
Shavings '
2.0
Needles
1.0
Hardwood chips,
shavings or sawdust
1:5
Corn
Shredded stover :'
2.5
Ground'cobs `
2.1
Straw
Flax +'-
2.6 _.
Oats
Combined.
2.5
Chopped .,:
2.4
Wheat
Combined
2.2
Chopped
2.1
Hay, chopped mature
3.0
Shells, hulls
Cocoa
2.7 .
Peanut, cottonseed
2.5
Oats
2.0
2-3b. Bedding material density.
Density
Form Material IbtW
Loose Alfalfa
4-4.4
Nonlegume hay
3.3-4.4
Straw
2-3
Shavings
9
Sawdust
12
Baled Alfalfa
6-10
Nonlegume hay
6-8
Straw
4-5
Shavings
20
Chopped Alfalfa 5.5-7
Nonlegume hay 5-6.7
Straw 5.7-8
�i
Table 2-4. Bedding requirements for dairy cattle.
Type of bedding
Long . Chopped
Housing system
straw draw Shavings
lb/day per 1,000 lb weight `
Stanchion barn
5.4 5.7
Free stall housing
2.7 3.1
Loose housing bedding area
9.3 11.0
0-)
0-)
•

ASAE Data. ASAE D384.1
r MANURE PRODUCTION AND CHARACTERISTICS
Developed by the ErCineering Practices Subcammittm of Use ASAE Agrieulhtral Sanitalioa and
Waste Management Committee; approved by the ASAE Stnutum and En►ironawat Division
Stsodards Committee: adopted by ASAE December 1976; mewruvmod December 1961. December
19b2. December 1933. December 1984. December 1995. Deeembee 1936. December t937; revised
lift 1983.
SEC'PION 1-PURPOSE AND SCOPE characterization. Users of this information should recognize that the
mean .slues for each pammeter am determined by as arithmetic
I.I Data on livestock manure production and chatacteriftics are average consisting of one data point per reference source per year. The
Presented to assist in the planning. design and operation of manure values repmsenT fresh (as voided) feecs and urine. Actual values vary
eotlection. storage. pretreatment and utilization systems for livestock due to dlffeTences in animal diet. age_ usage, productivity and
enterprises. management. Whenever site specific data are available or actual
1.2 These data arc combined from a wide base of published and sample analyses esn be performed. such information should be
unpublished information an livestock manure ptoduction and considered in lieu of the mean values pmented here.
TA3LE 1-FRESH MANURE ►ROD%)CnC H AND CHARACTER] S71CS tLk 1 000 is LIVE A VAAL MASS raft DA1r
' fnrwreaer
Vm.a•
D.iy
4A4 kit
.�
a4ct
360 Ms _
V.a1
92 1y
Sri..
a1 4
Tnd"
sa.q
27 is.
Law A.4-.1
G..e
64 ks
M.-
ttra.
ASO is
L474r
U 4
inrle
0.9 WE
TwkeT
LA he
D.rk
L4 kg
T.e44aaww.i
kL
.r.w4
24
30
62
24
40
4t
It
µ
93
47
Ito
.rL de_i.d0
11
11
34
24
11
1.4
7.2
I9
13
13
`•
Urine
WE
m k
26
Is
••
39
15
••
•'IQ
••
••
••
••
rW.de,i,ae.
43
4.2
'•
- 4.4
14
0.74
••
'•
•`
O.wiry
kifea3
mean
990
1 000
, 1`000
990
luau
t GOD
1 000
170
1 000
1 000
••
not. d..i.rif.
63
75
••
24
64
•'
93
)9
••
'••
Tara) wlidn
is
Ran
12
1.5
52
.11
11
13
IS
14
33
12
31
etd, d4.i.d0w
2.1
L6
1.1
- 13
33
1.0
4.4
4.3
1.4
i4
13
vouc& 6"de
is
a M
10
7.2
13
0.5
12
f0
11
11
9.1
19
.rL 4c-Awde.
0.79
037
••
_ 0.46
O.3I
2.7
0.a4
L2
% L1
••
pleb. ok.r 0.7te.
is
peas
1.6
1.6
1.7
3.I
1-2
•`
1-7 :
SJ
11
4-S
44saad.5-4a7
Vd.J--den
0.4s
0.7S
0.72
0.47
••
0.23
0.11
0.46
••
CN-M:01..rs.n
is
a...
11
7.0
5.3
1.4
11
••
••
11
16
9.3
27
dewed
er4.4.[.60.
2.4
1.1
37
2.5
'•
•'
17
L{
1.1
••
PH
rws.n
7.0
7.0
9.1
7.5
••
••
7.I
4.9
•_
••
••
nL 16.6d..
0.43
0.34
0.37
••
••
••
0J6
••
••
••
Twalltj.ld+hl
ks
..e.n
0.45
4J4
0.27
0.52
0.47
0.45
0.30
4.34
LI
0.6I
is
. 04w""I
aL d-i-io.
0.096
0.071
0.00
021
0.11
0.12
O.Ods
0.72
0.24
IL13
0.34
A..wwwia wie0aea.
11
.a.r
0-079
0.066
0.12
0.21
0.21
0.1110
'•
ML 4_
rd4
Mos$
0.031
0.016
0.10
�•
•�
"
- - • 0.10
---' ••
0-at
••
Tanapb.arlr.rru
la
wr.
0.014
0.012
0.066
0.11L
0.097
0.11
OA71
Me
Q-30
0.13
0.S4
aL dedeei-
0.024
*.Olt
0.021
0.10
0.00
0.016
OAI6
0441
0.033
0.u93
Cal
Q.bel".ph.a0.
1;
IM..
0.041
4.030
•-
0.32
OA32
--
0.019
0.072
-*
--
C25
rid. d..i d n
0.0056
••
••
••
0.014
-•
0.0071
0.016
••
•_
••
l.4a dry
ks
nine
0.29
0.21
0.21
029
0.32
032
0.21
0.30
6.40
024
6.11
'
eed. d. 66a.
0.094
0.041
0.10
O.14
0.11
0.14
0.091
0.012
0.044
Gme
0.14
C.Iiir.r
ks
0.16
0.14
0.059
033
0.26
•'
0.29
1,3
0.41
0.63
•'
rd•Ir.i.ae4n
Rost
Cit
0.0.9
0.15
0.13
4.11
037
'•
034
•'
1N.1ps.w
is
e.a.n
0.971
6.049
0.033
0.070
0.077
•'
0.037
0.14
0.15
0.07)
vA.d..i d-
OA16
"Is
0.023
O.OJS
0.047
•'
0.614
0.041
••
0.0071
•'
'S.lLae
WE
ocean
0.051
0.045
•'
0.074
0.055
0.044
9.14
0.995
••
aid. Je,i.-
0.010
0.005 2
•'
0.040
0.043
•'
0.021
0.066
••
••
•'
S0dteeea
is
1"-
0.057
0.030
0.016
0.067
C079
0.034
0.10
OAS
0.061
••
/
K&de-nen
Mai&
0.011
0.063
0.052
0.017
••
••
0.0SI
•'
OAt2
••
Chwwa
WE
Aran
0.t3
0.26
0.019
0.36
••
••
••
red. "d..
0.039
••
•'
9.052
••
•'
•'
0.44
•'
'•
waft
12
71
0.33
16
{.1
•'
16
60
71
••
red d4.ia4ie.
L4
$.1
0.7
3.2
'•
Ll
49
••
22
••
{4awpw.r
ay
.wow
1.1
1.1
•'
1.1
1.4
2-1
6.1
L4
••
sd.4-".i0w
0.73
0.51
--
0.74
13
'•
L1
22
••
033
••
0,61
•'
1.3
u
••
•'
••
s44. d-"ti0.
OJ5
0.044
GAS
OJO
••
0.44
L7
•'
••
••
66017`.,da
-9
Ara.
0.014
0.0.7
0.071
025
0.0{1
0-30
••
•'
••
atd. d..iariaw
O.Ol2
••
0.030
OJa
0.033
0.057
'•
••
ASAE STANDARDS 1989
43T
It

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TAALL 2-FAESN MANURE rRODUCnOK AND C:AAACIExurin rER 1.009 16 LM AM114AL MAU rfA DAY
Sbttrr.e
17"iq•
ljeJ U- Ar:oal M4.wr
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1400 Ibl
600lb
2" lb
135 l►
442.
141 A 1000 Ib
4 4b
2 lb
Ism
3 A
lb
t.►.w
0.0019
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0.001p
CM4
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0.0061
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ww
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0.9007S
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C60061
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0.00i1
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-•
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0.00030
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we.r
41.900074
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0.013
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1300
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fTyr" G- .wln.al ts.rr.. frr -bkb "...we vj 4 r.prcrrasL Difue .. -iA6 sptcio resrediw6 to .s.1. roue, bete rd(ieiarr fi-b -e-s dau to to drsr dif(.e.nc.■ ea a (red,
i raraw..> mea.. w:tbiw each rrimal .pe.iq R4 comprim.d .fwrT^L pop.664" r(dam M►.imrm er0bm.(du4 Toirn f4r..gh aptein eo dairy. $51 b..0 30;-.i. 5: s vr. 52:
J-T• 3T:1e.q 3: beea 3l: kTe . 74. 4Nkr. 14: ewkty. 16:and dad. L
! AJS o.0i<aq aad erKab ale.■ ar. p..n dra..atal (aet".
Md.aa Laceav m60ta p� 1.000 1b .edw.l.r..s awidplkd by 1 OtO. Co:eni.. prr i,000 (b ."imal mast diridtd by A total n..we: per 1.0001► aa, _ . tt.ar. seleiplied b7 d."iry {m153}
.0.ny .rl.eL. per h3 of eemere.
`•13.ta em found.
U
ASAE STANDARDS 1989 439

UNITED STATES
DEPARTMENT OF
AGRICULTU E
NATURAL
RESOURCES
CONSERVATION
SERVICE
SUBJECT: ENG-Rainfall and Evaporation
Tables, Area 3
To: All MRCS Employees and District
Employees, Area 3
Division Engineers and Technicians
FEDERAL BLDG., RN. 108
134 NORTH JOHN STREET
GOLDSBORO, NC 27S30
919 - 734-0961
DATE: August 16, 1996
FILE CODE: 210
Attached are rainfall and evaporation tables that are to be
used effective September 1, 1996 in the design and
evaluation of components of waste management systems. These
tables were developed by Doug Jones and concurred in by
Harry Gibson. Site specific weather- station data may be
used in lieu of these tables when supported by weather
record documents.
The rainfall data in these tables came from climate and
weather documents and publications on variations in monthly
rainfall. The evaporation data came from National Weather
Service Publications 33 and_34.
For each county, the top line shows rainfall amount, the
middle line shows amount of evaporation, and the bottom line
shows excess rainfall amounts by month. For your
convenience, the columns on the night show the highest
excess rainfall amounts for various storage period
intervals.
You should be aware that a nutrient and liquid budget may be
needed to be sure adequate storage is available. This is
especially -true for short interval storage periods such as
120 days or less.
�.%d•. r
Dean K. Bingham
Supezvisory Civil Engineer
Attachment
cc: David Combs w/attach.
Harry Gibson w/attach.
.%
E

RAINFALL -EVAPORATION FOR
AREA 3
7/1/96
ANNUAL
COUNTY
RAIN
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
Total
Temporary Storage Period
LOCATION
FUS EVP
3.8%
4.6%
7.5%
10.5%
12.0%
12.7%
13.1%
11.5%
9.2%
6.8%
4.7%
3.6%
100.0%
in
days
60
90
120
150
180
ROBESON
50.50
3.76
3.74
4.22
3.02
4.01
5.12
6.61
5.76
4.96
2.93
2.97
3.40
50.50
42.00
1.59
1.92
3.15
4.42
5.06
5.32
5.49
4.82
3.86
2.87
1.98
1.53
42.00
DEC -JAM
DEC-FEB
DEC -MAR
NOV-MAR
OCT-MAR
RAIN-EVAP
2.17
1.62
1.07
-1.40
-1.05
-0.20
1.12
0.94
1.10
0.06
0.99
1.87
8.50
4.05
5.87
6.94
7.93
7.99
SAMPSON
54.23
4.20
3.78
4.45
3.29
4.69
6.19
7.26
5.88
5.22
2.69
3.17
3.41
54.23
43.00
1.62
1.96
3.23
4.52
5.18
5.45
5.62
4.94
3.95
2.93
2.03
1.56
43.00
DEC-JAN
DEC-FEB
DEC -MAR
NOV-MAR
OCT-MAR
RAIN-EVAP
2.58
1.82
1.22
-1.23
-0.49
0.74
1.64
0.94
1.27
-0.24
1.14
1.85
11.23
4.42
6.24
7.46
8.60
8.36
SCOTLAND
50.50
3.76
3.74
4.22
3.02
4.01
5.12
6.61
5.76
4.96
2.93
2.97
3.40
50.50
41.00
1.55
1.87
3.08
4.31
4.94
5.20
5.36
4.71
3.77
2.80
1.93
1.49
41.00
DEC-JAN
DEC-FEB
DEC -MAR
NOV-MAR
OCT-MAR
RAIM-EVAP
2.21
1.87
1.14
-1.29
-0.93
-0.08
1.25
1.05
1.19
0.13
1.04
1.91
9.50
4.12
5.99
7.13
8.17
8.30
TYRRELL
53.87
3.66
4.00
3.67
3.01
4.15
5.88
6.94
6.66
5.80
2.82
4.02
3.26
53.87
40.75
1.54
1.86
3.06
4.28
4.91
5.17
5.32
4.68
3.75
2.78
1.92
1.48
4D.75
JAN-FEB
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
2.12
2.14
0.61
-1.27
-0.76
0.71
1.62
1.98
2.05
0.04
2.10
1.78
13.12
4.26
6.04
8.14
8.75
8.79
WASHINGTON
$3.87
3.66
4.00
3.67
3.01
4.15
5.88
6.94
6.66
5.80
2.82
4.02
3.26
53.87
41.00
1.55
1.87
3.08
4.31
4.94
5.20
5.36
4.71
3.77
2.80
1.93
1.49
41.00
JAM-FEB
DEC-FES
NOV-FEB
NOV-MAR
OCT-MAR
RAIN•EVAP
2.11
2.13
0.59
•1.30
-0.79
0.68
1.58
1.95
2.03
0.02
2.09
1.77
12.87
4.24
6.01
8.10
8.69
8.71
WAYNE
51.59
4.11
3.66
3.96
3.39
4.42
5.39
6.20
5.76
5.30
3.06
2.92
3.42
51.59
41.50
1.57
1.89
3.12
4.36
5.00
5.26
5.42
4.76
3.82
2.83
1.96
1.51
41.50
DEC-JAN
DEC-FEB
NOV-FEB
NOV-MAR
OCT •MAR
RAIN-EVAP
2.54
1.77
0.84
-0.97
-0.58
0.13
0.78
1.00
1.48
0.23
0.96
1.91
10.09
4.45
6.22
7.18
8.03
8.26
WILSON
50.19
4.07
3.73
4.15
3.40
4.01
4.34
6.40
5.77
4.77
2.84
3.25
3.46
50.19
41.00
1.55
1.87
3.08
4.31
4.94
5.20
5.36
4.71
3.77
2.80
1.93
1.49
41.00
DEC-JAN
DEC-FEB
NOV-FEB
NOV-MAR
OCT-MAR
RAIN-EVAP
2.52
1.86
1.07
-0.91
-0.93
-0.86
1.04
1.06
1.00
0.04
1.32
1.97
9.19
4.49
6.35
7.67
8.74,
8.76
i
4

t�
I
Un
Nr1RTH rApni 1NA
6f' li3' n2' 6i' 60 79 76 77' 76•
6
VIRO1N1A 7
5 5.5 �6 5.5 6 6.5
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... -' 1 r --N J All
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awt[aty ] L (.w.ai, 7�N
36
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rwt �,/�
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,'•
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--� -- 7�- .L . _• 8.5
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1' i6c�'�.j1
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it
35
} I1
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�' uiti�n
OEOR6FA ► --•�� � c ` 0.
6.5 ,j~ f�.Y �
-
%rtral. E+'l 8.5
SOUT71 CAROLINA
•-r
COLursnS
34
r
7 J a sw,eF
34'
�I
1 Sul* in Mli**
0 23 60 75 100
RAINFALL DATA MAP
25-YEAR I DAY PRECIPITATION (INCHES)
TP-40 6-70 4-L-I9542-13
all W. 79' 71r 77• 76'
Rev. 6-70 4—L-23940-5
m
ro w•
fT G'
� n

Et t ectf ve Marcn i o, t YY4
_
Z--
•
Fescue
Imp.
Bermudagrass
Soil Name
Wheat
Corn
Graze
Hay
Past.
Graze
Hay
ti
Altavista
55
125
3.8
4.3
4.5
5.4
6.0
Augusta
l00
3.8
4.5
4.1
4.7
5.5
Autryville
75
-' 4.1
4.7
5.5
Ayycock
60
130
3.4
4.0
4.7
5.4.
6.3
s Bluffton
60
3.4
3.8
4.5
'Butters
50
100
4.1
4.7
5.5
Byars*
110
3.0
3.5
3.0
3.4
4.0
Cape Fear*
140
3.0
3.5
3.0
3.4
4.0
Centenary
65
4.1"
4.7
.5.5
ewac a
50
100
3.8
4.5
3.7
4.2
5.0 ,
'Congaree -,
160
3.2
3.8-
4.5
5.1
6.0 '
Coxville*
50
-.110 .
-2.5
3.0
3.0
3.4
4.0 ,
Croatan*
50
125
2.5
3.0
Dogue
60
125
3.2
3.8
4.5
5.1
6.0
Dunbar
55
115
3.8
4.5.
3.9
4.5
5.3. i
Duplin
60
110
3.2 '
3.8
4.5
5.1
6.0 .L S
Exum
125
3.7
4.3
4.9
5.5
6.5
Foreston
120
3.5
4.0
4.5
5.1
6.0
Goldsboro
60
125
3.7
4.3
4.8
5.5
6.51"N.
Grantham*
55
130
3.8
4.5 .
3.7
4.2
5.0,
• Grifton*
110
3.8
4.5
3.4
3.8
4.5-:;
Gritney
45
95
3.2
3.8
4.1
4.7
5.5"
Johns
50
120
3.7
4.3
3.7
4.2
5.0'•=
_ Johnston*
80
2.5
3.0
• ' .:'
Kalmia
60
110
3.4
4.0
4.7
5.4
Kenansville
f Kureb
85
4.1
3.0
'4.7
3.4.
53!,
4.0' ` E
Lakeland
55
3.3
3.9
_
- 4.5
Leon*
50
2.9
3.5
3.0
3.4
4.0 Y
Mynchburg
115
3.8
4.5
4.1
4.7
5.5-
Lynn Haven*
70
2'.4
2.8
3.0
3.4
.4.0
Nahunta
120
3.8
4.5 _
4.1
4.7
5.5
., Ocilla
75
3.8
4.3
5.1
Norfolk
60
-110
3.0
3.5
4.6
5.2
6.1-
Pantego*
50 •
135
3.0
3.5 __.
_ - . 3.6 -
4.1
4.8
Pamlico*
2.5
3.0
PaxV111C*
110
1.0
3.5
3,0
3.6
4.0
Rains*
110
3.8
4.5
3.4
3.8
4.5
Portsmouth*
60
130
3.0
3.5
'3.3
3.8
4.5
Roanoke*
45
120
2.5
3.8
.3.0
3.4
4.0
Stallings
100
3.7
4.3
4.1
4.7
5.5.-
Toisnot*
75
3-0
3.5
3.4
3.8
4.5 ,
Torhunta*
45
120
2.5
3.0
3.4
3.8
4.5.
' Wahee
110
3.3
3.8
l3.9
4.5
5.3
Wagram
40
75
4.1-
4.7
5.5
Wakulla
45
.3.7
4.2
5.0
Wasda*
130
2.5
3.0
Wilbanks
40
90
3.0
3.5
Wickham
125
3.4
4.0
4.7
5.4
6.3
Woodington*
100
3.0
3.5
3.4
3.8
4.5
* Requires "complete" drainage system to
use Improved Bermudagrass; surface water management
required to use fescue.
To compute "N" utilized,
multiply realistic
yield as follows: wheat- bu. X 2.4; corn- bu. X 1.2;
= fescue and berrnudagrass
(all) tons X 50.
-
A

*N Fertilization Rates by crop Yield
A range is shown for H fertilization rates because N uptake is
dependent on the available water holding capacity (AWHC) of the soil.
AWHC is primarily determined by the soil's texture, percent organic
matter and rooting depth. Make your selection from the chart based
upon the soil's inherent ability to produce, the occurrence of
necessary conservation practices to protect the resource base, and the
landuser's historical crop production.
Cro Nitrogen Recommendation
Wheat
1.7
- 2.4 lbs. N/bu.
Barley
1.4
- 1.6-lbs: N/bu.
Oats
1.0
- 1.3 lbs. N/bu
Rye
1.7
- 2.4 lbs. N/bu.
Triticale
1.4
- 1.6 lbs. N/bu
Corn --grain
1.0
- 1.25 lbs. N/bu.
Corn -silage
10
- 12 lbs. N/ton
sorghum -grain
2.0
- 2.5 lbs. N/cwt.
Cotton
0.6
- 0.12 lb. N/lb. lint
Tobacco -Burley - See
current year Burley
Tobacco Information Guide
available from the
North Carolina Agricultural
Extension Service.
Tobacco - Flue -cured
-- See current year Tobacco
Information Guide
available from the
North Carolina Agricultural
Extension Service.
Sorghum -Sudan grass
45
- 55 lbs. N/ton hay
Sudan grass
45
- 55 lbs. N/ton hay
Pearl Millet
45
- 55 lbs. N/ton hay
Bermuda grass (all areas of state) 40
- 50 lbs. N/ton hay
Tall fescue
40
- 50 lbs. N/ton hay
orchard grass
40
- 50 lbs. N/ton hay
Timothy
40
- 50 lbs. N/ton hay
Small grain
50
-- 60 lbs. N/ton hay
*Table taken from Nutrient Management standard dated June, 1993, found
in Chapter 4 of the Tech Guide.

for
PIMMONi AND COASTAL PLAIII AREA Of NORTH CAROLINA
ROP�1RR11�AbI�
+-Ot
:A,a__MiTe_iecomnen a Max -;rm:
:Moisture to:
Migatiun:
Applica-
r,roup
Soil Type
:Average: Moisture
Application Rat=
Depth of
:be Replaced:'Design":frequency
tion
Index
and
Soil Holding :
are: over
_
Crops Locally Grown
Moisture
: by Each :Hoisture:
for Peak :
Amount
No,
Description
Depth Capacity,:
]I_
(]n/Hr): (Inliir;
J :Replacement:
lrrigation:Use
Rate. -Use
Period-
(in.) �
_
._.- _ {Ft j.�In
w (Ft.) �_iln.� :(IIn Da(Day!.)
I )
T2
T5T_7_7 6
(9) :
(10) :
11
,Well drained, Coastal plain and
.. 1i.9
.50 .61.
:Alfalfa
2.5
1.2D
.24
5
1.64
:terrace soils, with thick sandy
1.3
Annual Perrennia]
:surface layers and friable loamy
1.8'
Flowers
1.0
.42
.14
3
.55
.subsoils.
2.4
:Cotton
2.5
1.20
.20
6
1,60
.0
:Corn, field
2.5
1.32
22
6
1.75
:Autryville
3,0+
:Gladioli
1.0
'l?
.14
3
.5E
:8aymeade.
:Sumner Perennials
1.5
.72
.24
3
.99-
:Blaney
:Nursery Crops, 1st yr.
1.0
.48
.16
3
6_
7
:Conetoe
:Nursery Crops, 2nd yr.
2.0
.90
.16
5
1.2G
:Fuquay
:Orchards (bare)
3.0
1.60
.20
8
2.15
:Lucy
:Orchards (cover)
3.0
1.44 .
.24
6
1.90
:Kenansville
:Peanuts
2.0
40
18
5
1.2C
:Pocalla
:Peas, field
1.5
.72
.18
4
.95
.Tomahawk
:Sweet Potatoes
2.0
BB
22
4
1.15
:Wagram
:Small Grain or Soybeans:
2.0
.90
.18
5
1.20
:Tobacco
1 5
.72
.18
4
'95
:Vineyards, cultivated
3.0
1.44
IB
8
1.90
:Vegetables, Group 1
1.0
.42
.14
3
.55
:Vegetables, Group 2
1.5
70
.14
5
.95
:Vegetables, Group 3
1.5
.72
.18
4
.95
:Vegetables, Group 4
2.0
.90
.18
5
1.20
..___.--'
-----------------------------------------------------------------------------------------------------------
Well to moderately well drained
1.2
�---
5 4C
----------------------
:Alfalfa
2,5
..---!
68
-.-- --
.24
'
7
2.25
:Coastal Plain soils, with sandy
2.0
:Cotton
2.5
1.80
.20
9
2.40
:surface layers and firm clayey
2.8
:Corn, field
2,5
1.76
.22
8
2.35
:subsoils.
3.6
:Gladioli
1.0
.56
14
4
,75
4.3
:Ladino Clover & Grass,
:Duplin
:Sumner Perrienials or
:faceville
3,0+
Mixed Hay
1.5
.96
.24
4
1.30
:Magnolia
:Nursery Crops, 1st yr.
1.0
.64
.16
4
'as
:Marlboro
:Nursery Crops, 2nd yr.
2.0
1.44
.18
8
1.9c
8
:Varina
:Peanuts
2.0
1.44
18
8
1.90
:Peas, field
1.5
1.08
.18
6
1.45
:Irish Potatoes
1.5
1.00
.20
5
1.3s
:Sweet Potatoes
2.0
1.32
21
6
1.75
:Small Grain or Soybeans:
2.0
1.44
.18
8
1.9C
;Tobacco
1.5
1.08
18
6
1.45
.Vegetables, Group 1
1.0
56
.14
4
.75
:Vegetables, Group 2
1.5
98
14
7
1.30
;Vegetables, Group 3
1.5
1.D8
.18
6
1.45
;Vegetables. Group 4
2.0
1.44
.18
8
1.90
(Continued) Sheet 4 r

Pige 4-Appendix
TAM 3
'Cypno - PANls of SOR mriumirwiq Fd1u
BY 80i! 1 EXF tS AHD SLOPE
CLASS
"sic t wrioN RATE IlSLOPE
Whr
0-3%
3.9%
a♦%
i .Sands Wld CWW sands
0.1 +
.07 +
0.6 •
Ii LO My "Mk
0.7.1.
0.6.1.0
0.4.0.7
III Sandy looms and She sandy kwm
0.6-1 -t
0.4-0.7
0.3-0.6
lY vuY am sandy looms, slit Iosm
0.3.0.
4.Z-0.!i
0. t 5-0.7
v undy asy lvimi NW spry su1/ lama
0.2-0.
0.16-0.26
vl clays Md silty QW0
0.1-0.
0.1-0.16
'c0.1
Sou": 804Ww kdes*n Associatidt. (I too).
J/ For good wWratlrf gorer, tuna mss may be 26.30% prdstt. For power sudue
aoil tw4dwo, rms may be as mioi1 as 50% Was.

GSE HDT" GSE manufacures high density polyethylene (HDPE) geomembranes using high quality
resins that have become the standard in the lining industry. GSE ND contains opprox
HDPE GeoFnetnbrarle imately 97.5% polymer and 2.5% carbon black, anti -oxidants and heat stabilizers.
GSE HD is designed for exposed conditions and has excellent resistance to chemicals
and UV radiation. GSE HD contains no additives or fillers which can leach out and
cause embriHiement over time. All GSE sheet is manufactured to exacling standards and
fulfill or exceed manufacturing Quality Control and Quality Assurance guidelines.
PROPERTY
TEST METHOD
NOMINAL VALUES
Thickness, mils (mm) ASTM D 751/1593/5199 30 (0-75) 400.0) 60(1.5) 80(2.0) 100 (2.5)
Density, g/cc ASTM D 792/1505 0.94 0.94 0.94 0.94 0.94
Tensile Properties (each direction)
Strength at Break, fin -width (N/mm)
Streng111 at Yield, IbAn-width (Whim)
Elongation at Break, %
Elongation at Yield, %
Tear Resistance, lb (N)
Puncture Resistance, lb tN)
Carbo Bl ck i-
ASrM 0 638, Type IV
DumWl, 2 ipm
120 (21)
160 (28)
240 (41)
320 (55)
400 (69)
t;augc kntgdis Ixy
75 0 3)
100 (17)
150 (26)
200 (34)
250 (43)
NSF Sid. 54
700
700
700
700
700
13
13
13
13
13
ASTM D 1004 22 (98) 30 (133) 45 (200) 60 (267) 75 (334)
F1MS 101, Method 2065 39 (173) 52 (231) 80 (356) 105 (467) 130 (578)
A5Ttv1 1 3 3
ri a ontent, 9'o
_0 60
2-3
2-
2-3
2-3
2-3
Carbon Black Dispersion
ASTM D 3015
Al/A2
AVA2
AVA2 .
AVA2
AVA2
Dimensional Stability teach direction), %
ASTM 0 1204, 1000C 1 hr
t2
t2
t2
&2
t2
Environmental Stress Crack Resistance, hr
ASTM 01693, Cond. B
>1500
>1500
>1500
>1500
>1500
Low Temperature Brittleness, "F CC)
ASTM D 746, Cond. 6
<-107 (-77)
<-107 (-77)
<-107 (-77)
<-107 (-77)
<-107 (-77)
Oxidative Induction Time, minutes
ASTM D 3895, 200°C
100
100
100
100
100
Pure 02, 1 aim
Ozone Resistance ASTM D 1149, 7 days No No No No No
100 ppm Cracks Cracks Cracks Cracks -Cracks
Water Absorption, % wL change
ASTM D 570 -0.1
<0.1
50.1
9.1
50-1
Moisture Vapor Transmission, g/mZday
ASTM F 96 50.1
50:1
50A
-<0.1
50.1
Melt Flow Index, g/10 minutes
ASTM D 1238, Cand.194.16 51.0
51.0
51.0
51.0
S1.0
GSE HD is availcibte in 22.5 h 16.86 m) and 34.5 h (10.5 m) widths. Other material thicknesses are available upon requesL
This informotian is provided for reference purposes only and is not intended os a warranty or guarantee.
GSE assumes no liability in
connection with the use of this inkwmatiori. Check with GSE for current, standard minimum quality assurance procedures.
GSE is a ha&mcwk of GSE UraTeaw"O y, bv,
GSE &.60 U&M61M h, GSE timing TedanoleY GmbH GM L6%g &droloyy led. GSE burl" kdmolou he UL
GSE Wn Udualoa Ply L1L
191M Gunge food BUX160der it =a 112 Ili t maphs - Tathn lac 112 Talon Imr
24 hrd omw
llantan, twaa 71011 0.71073 Hmnba g G.ot 6d 6, tsun OU IUX SiWP4 1113al
11om" llW SdtA 11fda
tFA G--" ttoaw rxq& x 6S-459-24"
Amadk r110
9MA35-2ma 49-40.767420 44-1.26362-M FAIL 6"S94366
i1-2-MI-2977
1114434564 FAk 49.40-16142-33 RL- 44-1-245-362.375
FAIL 61-2-9111-Ull
FAX [phone]
for environmental fining solutions... the world comes to GSE 1Ar
A Gund Aff lm*unmentaf, Inc. CW"q
IS -Ole. R09/96

GSE LINING TECHNOLOGY
CORPORATE PROFILE
MTRODUMON
Gundle/MT Environmental, Inc-, the parent ow4xmy of GSE@, is a corporation formed in July 1995 by the merger
of Gundle Errviruum=tal Systems, Inc. and SLT Fmrir nmr tt Inc. It is listed on the New York Stock Exchange
under the symbol "GSE". The company's beadqixazters and two sq arale fac ditics aye located in
Houston. Texcac Othrs manufiacmri ng bm-hues are located in SadhDada, Grna mp, the United Kingdom and
Egypt
The; founding cwmganies, SLT and Gentile, have long histtmcs ir1 the gwmcmbranc mdustLy SLT pumeer d Sigh
Darnley Polyethylene (E DPE) lining systems and has berms providing ,%m ldwide service since the early 1970's.
Cnm&c started operations in 1981 and grew to be tf wand's largest mam acm= and b3stall er of goom=J rangs_
Combined, GSE lining Technology, Inc. CGSE ), is the leading wark1wide supplies and installer of flexible
Se brans. lining systems used in contwurnent systems and fw the prevention of groundwater vvtrtuninaiian
and damage.
GSE marnibctures and installs flexible gwmembrane kaing systems and associated nnarrriatc p Y for the
containment of wastes, bgm.ds (potable, sanitary or hazardous) and industrial products in cells► ponds+ pits and
lab -cons. GSE's lining sysmms meet the b gbest design cemcda in the industry. The principal caompannew of tb=
lining sysums is a geosyniheetic membrane nmgieng from 2.0 to 240 mnls (0-5 ram to 6.0 mm) in thickness hfi=
complex tinrr systems may consist cd several memfranc Iime s imeiayed'wah geosy>ffiedc clay Vie+
rcinf __no geogrids and drainage mntennh The fkxDblz geomembrane lining panels are gLn.=Dy welded
together an the customs- 's 3obsite using, either an extrusion or a fusion (lot wedge) process. The welded scams area
tested boot on site and in GSE's laboratory, on request, as part of its Installatwn Qmlity Ass range Pmgr=L
PRODUCTS
GSE provides the widest range of products that are used in associauon vkvh gwmanbm= ling sysmms. T t=
include geum=obranes, gcnaets, Seoomnposites, geoLauzZees, geogrids, vertical harries systems, cancreft prowctum
s)Verns, geosgnthetic clay liners, concrete attich and other prefabricated produrxs.
Geamemb rane5
Geomembrants are mawffactured in seamless widths from 22.5' to 34.5' and thicdmesses ranging from 20 to 240
mils (one mil equals If1000th of an inch).
GSE processes vanous types of ruins, mchxbng, for example, HDPE and other po4whylcnc such
as Vcr-v Fl=dbit Polyethylene (VFPE). All of these rrsms can be used to manufacture geomembrane With a smooth
surface or with textnre on one or bath sides to improve friaron characteristics. These products can also include a
while or other color surface as well as other special characteristics such as a spark -stable conductht sidt for non-
destructive testing of the entire surface of the short after installation.
Smooth Geomembranes I
.`GSE HyPerFlex®" and "GSE HD— are produced from premium grada-virgin polyethylene resins and exhibit
outstanding Chemical resistance, UV reszstanbc, mechanical properties emirortmrmal stress track resistance,
dimcnnonal stahLhty and thermal aging rl,ara_c-Lns=. Tbjc are espocialll' suitable for applications. requiting
Superior chemical resistance_
95-004. REV 12/02/96
GSE aar ist�edvads of GSELmingTedmol-V.i—
-1-

"GSE Ula3flcx9" is a premium grade very fie -able polyeth)Iene geomembrane liner with outsmnding ciongation
and flexibility. Its high uniaxial and rm itimdal clongarion cha.-acterisu,= ma}:L it particularly suitable for
applications where ddlerential scalcuiew may occur.
Textured Geomernbranes
`GSE EyperFrictdonFlwa-, `GSE Ul rafidaiauFlexe-, and -GSE HD Textured"P' are tecxuwnd Hneas produced
using two drffc rest mamrfact ring techniques. GSE ED Textured incorporates the >mdaring process with tlta
extrusion of the sheer FnctionFlexe is a patented sxandarT tmauriag process which creates a geomemibraae that
has the maxiurum physical properties available for textured geomanbrane. Each method cam produce sbce[ vrith
one or both sides b=dwed r - -=-.
Specialty Geameembranes
`GSE ED Conducxve'"A- is a patented spark -testable liner used in applications where field testing of the entire
liner surface subsequent to instatiariarr, is required GSE HD Conduarve's one thin coat ally conductive, sty
allows ele=cal spade testing over 100% of the surface air installation using standard holiday spark test
equipmeut GSE Light Redlcctive Geomembraars (pamutcd) have a UV stabilized li& reflective stndacc on one
side. Tbis reduces liner ttxuperamrc by redacting solar energy thus reducing wrinkling caned by expansion and
eonmetion. The whist sure used ga. GSE BD Whitey" also faciluate is visual inspection far won &mage_
Both GSE HD Wbue and GSE DD Conductive take advantage of GSE's three layer oocxuusion g
techudogy. "GSE EyT a Iex FRC!" is a flame retardant geomembrane for use in applinmions where rrstdcd= of
Ina anable materials apply_ GSE Studl.ine& sheets are manufactured in a vadcty of material oemnposiflons such
as HDPE and VFPE for use in concmte protection systems.
1 Gtos nthetic Clay Liner (G4C3.)
GSE marnffactuts a unique geosyntheuc clay liner called "GSE GtuxSeal®". CxuudScal consists cif a layer of
premium bentanite clay adhered to a GSE g=n=bra=. GuudSeal is the only uuc clay/gatmcmb~a= liner
available is the world for environmental applicalions. The bentonite swells to several times its ca iginal vela=
a nen hydrated and seals anv aoum ial leaks at the point of origin. GtwdSeal is manufactured in rolls 17.5' wide
and up to 200' long.
Geoneis
GSE inanu5zaucs HDFE geonet, "GSE HyperNeM", for use in drainage systrns, leak detc=au systems ar
leachate collection systems. "GSE 1"abri.NcW is manutulured with geot-- t banded to one or both sides to
cx ate a goocomposite net for use where sail is placed directly on top of the drainage layer_ Additionally. GSE
distribuutes "GundflowO" , a Patented tri-planar geonct or gcocomposite_
Miserllaneous
GSE also manxd2ctures other products for use in geotechnical applications including "GSE CurtainWaUO" and
`GSE GundWall(Ri" vtrucai subs uface batters, "GSE PolyLockJ" concrete ernbedxnent strips, and many
fabricated products. GSE is also a distributor for the SensorE� leak detection system
GEO- EMBRANE M.ANUFACITIMG CAPAB ITix'S
GSE operates 6 manufactuaing facilities which include :2nioue flat cast extrusion lines and [round die lines with co-
mxtrusion capabilities. Combined production capacity for geomembranes is as much as a billion square feet
anmrally (depends upon mil thickness)- LSE's ability to manufacture street in malty differer t vaditions and colors,
has allowed it to sahs:R- some very unique customer requests.
.Qualm- controi is critical during mwwfzc�- GSE geonaaembrant is monitored during and after the
manrdacturing process by trained, experieuced Quality Asswam-,- lrnsl ctors:- Statistical Process Control/Statistical
95-004. RED" t2/o'J96
GSE is a ngi= rC3d of GSE leg TeAnolon;y, im
-2-

Quality Co=d and eamsm testing is combitlat m am an mwgral pert of GSPs mmuffactximug p=-jo= that
tzLg= the highest quality ava gaNe.
GSfi also bar a la ae fly far � of pipet& panels, and other spociaity 31CM azo=cd with
gwt=h& ai and ind su lit3img q4dkafions-
r10 ":t4f_ 1 s: Wee del
GSE's Ta3mi,cai Drafling Department can providt bn ar sfstcm layam dErwmgs which -Ad aeatt Ommemb==
and other goosynthaic materials, and as4xu-k +drawings of the liuq-sys =;;the eouqiaram of each pwj mt Tbesc
drawings arc a mlable an disk or as a hard cagy.
The drafting stz f utilxus ear -aided tedmology and as AumCad Systemi which has be = enbanmd by
suppi=u==y DCA Soffwate. This cmnbhxatkm enabl= GSE to effoadCclp and cxpedidmsly grodme drawings
and - -3, I to the mods acur valued cavanm&
QUALITY ASSURANCE
GSE's Qaalitsy' Canft-WQualrty Assuta= Pmp= bee= with cats id q*dficafim of resin and other raw
=au: 2le Bud L"xtmdS dmugh fold instaUation GSE ttsts all raw ■narcualc apcm dehvcsy tocare they m=% the
itnGC rvgd=m=Ii for us SwVnlht: k p[nd= p= to a=p=m.
As the hzim is mad, our quality aoumul tram cmi=mily mw== tin: sht t All GSE sheet is spa& trsmd
it pilattdks dutmg the Muting ponces. Samples am tested against stringeud p
.rAq' cment.s in GSE's start-4-th—a art cqu4 pod brie- C rtificatoa is piuvided for ca& nit of geasyndedc
plod= cidWerrd to die that it mec s ties conUad
The Inst adun Qaality Assurmce Technicians are hx1evendent ai but work dosety with the Ixe=lEaticm Site
Mama.ge n to emmue that tbt goal of gmIky is As the In= is imtaIled, GSE QA Texans a
four smp q=Jjty ca=d pr000dum Fkst. wddmg is performed by mp===ed 'Wdd=g Teams W=wvdry
Mined im the use of seaming equipment and equipment and wddmg t xtumcians am each pm4mdified may.
Second. all wtld seams ate visually mspcac4 Third, GSE tests 100*!o of aU vdd sem to vcdfy
tbece are no defem Finally, GSE tali ratan coupon smrples of cumpicwd vvdds and text each wad
for purl and shear mmigth to em= the wdd complies with the sper�ed scam prides
GSE has the mcst o=prth=2sivc tmn-kry insrallaft, of all gconmmbnme lining companies
woridwide. GSE piuvi,dzs its cast== with won 9ecvu= using GSE woddwuk instaMmon teaIDS and a
global network of dealer installers.
Tb:. GSE enrurtuctim staff is oozes mod of dour. tramcd Site Managcmz Welding TecWaalam and Quality
Ass=m= Technicians, An GSE ins ua&= am the mpesvisiaa of a GSE She Imager. GSE Sift
IvlannaD.as av=agc mam than 30 im-Mcm squait feet of ins:alladon cxpef== Their respansffillity and trai =
as= each mstallation will be m acoud ce wih the comma qx=Lficanmm GSE crews haute avaibbk to them
t31t most rarapir a wutbivaticn of s am welding and eve wsting egmjp = t and s1,==
applicable no the wWe variety of gem=mbnme applications and in=IiatiomL -
From raw mmmal speciEcation to manufacarxinggoahij assruance and mst dhmon,.the goal of the GSE tem is
to provide tb,e atstower with the bighr.,st quality geomranbrane liner syst= available. Tbat is wby we at GSE an
proud to M -For enWromnental lining solukons...the world corner to GSEd'
95-004,1tE[ 121O 96
GSE is are 4urzd tryd-maric of GSE Leg I crftn abo :ram
-3-

APPENDIX D
Contingency Plan Letter from Michael Hope Farm, Emergency Action Plan, Odor
Control Plan, Insect Control Plan, and Mortality Management Method

826 Chancey Road
Clinton, NC 28328
September 10, 1998
Ms. Sue Homewood
NCDENR, DWQ
PO Box 29535
512 North Salisbury Street
Raleigh, NC 27626-0535
Dear Ms. Homewood:
This correspondence is to indicate that I agree to do the following should the Bion
Technologies NMS"M not meet permitted standards:
1. Make available and utilize additional sprayfields as required, and/or:
2. Modify the functional operation of the Bion System, and/or;
3. Modify the operation and/or animal capacity of the livestock facility to
accommodate the system's performance.
Please contact me at 910-592-8167 if you require any additional clarification or
information. Thank you for your time and attention.
Sincerely,
W �
Michael Hope

EMERGENCY ACTION PLAN
Michael Hope Sow and Nursery Farm
Phone Numbers
DWQ 910486-1541
EMS 910-592-8996
SWCD 910-592-7963
NRCS 910-592-7963
Bion Technologies, Inc. 919-934-3066
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off' site. You should not wait until wastes reach surface waters
or leave your property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. Following each item are some of the actions
you should take.
Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A_ System overflow — possible solutions are:
1) Add soil to berm to increase elevation.
2) Pump wastes to field at an acceptable rate.
3) Stop all flows to the compromised system component immediately.
4) Call a pumping contractor.
5) lnsure no surface water is entering the system.
B. Runoff from waste application field — actions include:
1) Immediately stop waste application.
2) Create temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where the runoff occurred.
C. Leakage from the waste pipes and sprinklers — actions include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.

D. Leakage from flush systems, houses — actions include:
1) Stop recycle pump_
2) Insure no siphon occurs.
3) Stop flows in the house and flush system.
4) Repair all leaks prior to restarting pumps.
E. Leakage (seeping or flowing) from base or sidewall of system component.
1) Dig a small sump or ditch away from the embankment to catch all seepage,
put a submersible pump into the sump, and pump back into the system.
2) If holes are caused by burrowing animals, trap or remove animals, fill holes
with clay type soil, and compact soil during filling process.
3) Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface waters?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
D. Did the spill leave the property?
E. Does the spill have any potential to reach surface waters?
P. Could a future rain event cause the spill to reach surface waters?
G. Are potable water wells in danger (either on or off the property)?
H. How much reached surface waters?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone: [phone]. After hours, emergency number: 919-
733-3942. You phone call should include: your name, facility, telephone number,
the details of the incident from item 2 above, the exact location of the facility, the
location or direction of the movement of the spill, weather and wind conditions.
The corrective measures that have been undertaken, and the seriousness of the
situation.
B. If the spill leaves the property or enters surface waters, call local EMS; Phone:
910-592-8996.
C. Instruct EMS to contact local Health Department.
D. Contact CES; Phone: [phone], local SWCD; Phone: [phone], and
local NRCS office for advice/technical assistance; Phone: [phone].
E. Contact Bion Technologies, Inc.; Phone: [phone].
4. In no contact is available above call 911 or the Sheriffs Department and explain your
problem to them and ask them to contact the proper agencies for you.

5. Contact the contractor of your choice to begin repair of problem to minimize off site
damage.
Name
Address
Phone
6. Contact the technical specialist who certified the system.
Jerry Dalton, P.E.
Dalton Engineering and Associates, P.A.
446 East Main Street
PO Box 426
Clayton, NC 27520
919-550-4740
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.

Swine Farm Waste Management Odor Control Plan
Michael Hope Sow and Nursery Farm
Source Cause Site Specific Practices w
Farmstead • Swine production ❑ Vegetative or wooded buffers
❑ Recommended best management practices
❑ Good judgment and common sense
Animal body Dirty manure -covered ❑ Dry floors
surfaces animals
Floor surfaces • Wet manure -covered floors ❑ Slotted floors
❑ Waterers located over slotted floors
❑ Scrape manure buildup from floors
Manure collection
• Urine
13
Frequent manure removal by flush, pit recharge,
pits
. Partial microbial
or scrape
decomposition
i7
Underfloor ventilation
Ventilation exhaust
• Volatile gases
❑
Fan maintenance
fans
. Dust
❑
Efficient air movement
Indoor surfaces
• Dust
❑
Washdown between groups of animals
❑
Feed additives
❑ Feeder covers
© Feed delivery downspout extenders to feeder
covers
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater ❑ Pipe cleanout covers
collection or conveyance
junction boxes

Swine Farm Waste Management Odor Control Plan
Michael Hope Sow and Nursery Farm
_ Source Cause Site Specific Practices
End of drainpipes Agitation during wastewater 0 Extend discharge point of pipes underneath
conveyance liquid level
System surfaces • Volatile gas emissions 0 Proper system liquid capacity
• Biological mixing 0 Correct system startup procedures
• Agitation 0 Minimum surface area -to -volume ratio
0 Minimum agitation when pumping
❑ Mechanical aeration
Irrigation sprinkler • High pressure agitation ❑ Irrigate on dry days with little or no wind
nozzles Wind drift 0 Minimum recommended operating pressure
0 Pump intake near temporary storage are liquid
surface
Settling basin • Partial microbial ❑ Extend drainpipe outlets underneath liquid level
surface decomposition 0 Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Dead animals . Carcass decomposition 0 Proper disposition of carcasses
Standing water • Improper drainage 0 Grade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter
E

Additional Information:
Swine Manure Management; .0200 RuleBMP Packet
Swine Production Farm 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, County Extension Center
NCSU---BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

Insect Control Plan
Michael Hope Sow and Nursery Farm
Source Cause Site Specific Practices
Lagoons and pits • Crusted solids ✓ 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 to 8 inches
over more than 30 percent of surface
Excessive • Decaying vegetation ✓ Maintain vegetative control along banks of
vegetative growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.

MORTALITY MANAGEMENT METHOD
Michael Hope Sow and Nursery Farm
➢ Rendering at a rendering plant licensed under G.S. 106-168.7.

APPENDIX E
Site Layout, Piping Plan, Construction Detail, Component Detail, Specifications, and
Irrigation Layout

State of North Carolina RECEIVED
Department of Environment, Health and Natural Resources
r Division of Water Quality AUG 2 6 NJ �
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) FAYETTEVILLe
AEG. OFFICE
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date. 7` 4 — d�
I.. REQUIRED ITEMS CHECKLIST
Please indicate that you have read the following list of requirements by signing your initials in the space provided next to each
item.
AlMlicants Initials
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed:
3. Three copies of Part it of the Animal Waste Management Ptan (AWMP) Certification Form.If
the facility does not have Part 11 of the AWMP completed, it must be completed prior to
submittal of a general permit application for animal waste operations. W/. :3�/
II. - GENERAL INFORMATION:
1. Farm's name; - _ A " `,
2. Print Land Owner's name: - I c
3. Mailing addres§: Ck 4,j
City: tj+-� State: C_ Zip: _ `L% 3 L a
Telephone Number: ( /a ) 571—
4. County Where farm is locatgd: r�JR, .b
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county) road map with the location of the
• farm identified): 1 c T1 1 -1 o Sn k J �
Cl;; �btt4K '5 H�.IEs_f�ltVJ �106t GTt }lam. �Z�� 4n IUD PI C
A��A: o+•+ to �-2 t t^At�� dcw nl 3 A4�tlelc . �,JLS
6. . Punt Farm M�nagers name (if different from Land Owper):
7. Lessee's I Integrators name (if applicable; please circle which type is listgd): _h/R4tt tj s . ,U6..
FORM: -AWO-G-NE 1/97 Page 1 of 3

III. --OPERATION INFORMATION:
1'.'^'Farm No.: (Only for expanding operations)
2. Please complete the table below as it applies to your facility using the certified design capacity. The -No. of Animals"
should be the maximum number for which the waste management structures were designed
of Swine No. of Animals Tvpe 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) /L 0O 0 Turkey
" ..'Q Farrow to Feeder (fl sow) _
0 Farrow to Finish (# sow)
Other Type of Livestock on the farms: No. of Animals-,
3. Acreage cleared and available for application: / D ; Required Acreage (as listed in the AWMP): �$.a
4. Number of Lagoons: ; Total Capacity: 17 ° Cubic Feet (0)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or( lease circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or N lease circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were s4ed?($^9-7
What was the date that this facility's land application areas were sited?
IV.• APPLICANT'S/CER IFICATION:
I, 11 f o -`— (Land Owners name listed in question 1.2), attest that
this application for
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 d that if all required supporting information and attachments are not included, this application package
will be returned to me as ' pl
Signature Date _712 !n
V. MANAGER'S CERTIFICATION: (complete only if different from the Lard Owner)
I, (Manager's name listed in question 1.6), attest that this
application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature _ Date
THE COMPLETED APPLICATION PACKAGE. INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535 _
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM:'. AWO-G-NE _ 1/97 Page 2 of 3

Y r
„ s a
OPERATOR: Mike Hope
DESIGN:REQUIREMENT-:'. 1156814 cu . ft -
TOTAL DESIGN VOL A_VAIL: 1170468 cu.fit -
* -----.--"----
ESTIMATE OF EXCAVAT#ION: 770526 cu..rt =
�:.-----------
ESTIMATE OF PAD:, _ 308934 cu.ft -
;'
ESTIMATE OF DIKE 212166 cu_ft -
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINEf: _
ESTIMATE OF TOPSOIL REQUIRED:
RATIO 1.47 : 1 JOB CLASS
--42$44-__
cu _yds }:'
. 4% .
.ySY�
N
�LS "4`Llr rS.
�w
`<
Y i
4 '
r 0
Designed ByCA
= F rZ = Date 4
O : 7
Dsrgn'. Approval
• t�.
GINE"Q Dates `N:
NOTE: Final certification of t'.tie lagoon will depend upon all
specifications being met_ Important spccific.:ations include length, "width,
depth..• slopes, topsoil placement. correct .elevations (top, bottom,:
discharge pipes), seeding and mulchi.no.
43351 c.u.y
---------- '
28538 cu.ydS
11442 cu. yds
-_-___-___
"4
7858 cu -yds ;;�_l
__--,--.__.. - r:
aEE CROSS. -SECTIO
300 cu _.yds
IV
N
�LS "4`Llr rS.
�w
`<
Y i
4 '
r 0
Designed ByCA
= F rZ = Date 4
O : 7
Dsrgn'. Approval
• t�.
GINE"Q Dates `N:
NOTE: Final certification of t'.tie lagoon will depend upon all
specifications being met_ Important spccific.:ations include length, "width,
depth..• slopes, topsoil placement. correct .elevations (top, bottom,:
discharge pipes), seeding and mulchi.no.
43351 c.u.y
---------- '
28538 cu.ydS
11442 cu. yds
-_-___-___
"4
7858 cu -yds ;;�_l
__--,--.__.. - r:
aEE CROSS. -SECTIO
300 cu _.yds
IV

IF
Operator:Mike Hope County: Sampson
Date:
06/20/91
Has the site evaluation been completed
& approved:
Yes
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs. =
0
As
O sows'(farrow to feeder)
x 522
lbs. =
0
Its
head (finishing only)
x 135
lbs. -
0-lbs
1600 sows (farrow to wean)
x 433
lbs. -
692800
lbs
1.0 head(wean to feeder)
x 30
lbs. '=
0
lbs
Describe other
lbs
Total
Average Live Weight =
692800.1bs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 464176 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 118400.0 cubic feet
4. TOTAL.DESIGNED VOLUME
Inside top length (feet) ---------------------
470.0
Inside top width (feet) ----------------------
320.0
Top of dike elevation (feet) -----------------
63.00
Bottom of lagoon elevation (feet) ------------
52.00
Freeboard (feet) -----------------------------
1.00
Emergency spillway depth of flow(feet)--------
0.45
Side slopes ( inside lagoon)--------------------'
3.0 = 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/ IDE2 LENGTH
WIDTH
DEPTH
3.0 3.0 3.0 3 _0 461.3
311 .3
9.55
4
AREA. OF TOP
j ;• LENGTH * WIDTH =
�461 _3 311.3 143603 ( AREA OF
TOP)
AREA OF BOTTOM
LENGTH WIDTH =
404.0 254.0 102616 (AREA OF
BOTTOM)
AREA OF MIDSECTION
'LENGTH * WIDTH * 4
432.7 282.7 489154 ( AREA OF
MIDSECTION *
4 )
CU . FT. _ [AREA TOP + ( 4*AREA MIDSECTION) + AREA
BOTTOM]
* , DEPTH/6
143603 489154
102616
1.59
Total Designed Volume Available = 1170468 CU. FT.

5.
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
-
-.. ( Length Width } + Surface area of connecting
waste
facility."
470 .0 320 _0 0.0
'
150400.0 square feet
Buildings ( roof and lot water } or impervious
area
0.0 square feet
Describe
this area.
TOTAL'UA 150400.0 square feet
-
Design temporary storage period to be
180
days_- FI
5A.
Volume,of waste produced
Feces & urine production in gal./day per 135
lb. ALW
1:37
Volume = 692800 lbs. ALW/135 lbs. ALW * 1.37
gal/day
180' days
Volume = 1265515 gals. or 169186.5 cubic feet
5B .
Volume.. of excess water
Volume = 4644.7 gallons/day * 180
days storage/7.48
gallons
• •,per' CF
Volume = 111771.8 cubic feet
5C.
Volume='of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation
by
largest amount_
180 days evaporation = 13.3
inches
180 days rainfall = 21.7
inches
Volume = 21,7 in DA / 12 in. per ft- =
271973
cubic feet. -runoff
Volume = 13.3 in lagoon DA/12 in./ft =
166693
cubic feet evap,.
Volume = 105280 cubic feet
Y;
•
s
Y

5D .
5E.
i • �
e • w
Volume" of 25 year 24 hour storm 7.5 in.
Volume of ".Heavy' Ra,i n " 7.5 i n . '
Volume = '15.0 inches / 12 inches per foot DA
Volume'= .188000 cubic feet
Additional volume as follows:
TOTAL REQUIRED -TEMPORARY STORAGE
5A.
169186
cubic
feet r
58.
111772
cubic
feet
5C.
1OS280
cubic
feet
5D.
188000
cubic
feet
5E.
O
cubic
feet
TOTAL.
574238
cubic
feet
Temporary storage period====================> 180 days
Rainfall during wettest period of .storage===> 21.7 inches
Evaporation during storage period===========> 13.3 inches
25 year - 24 hour rainfall__________________> 7.5 inches
Heavy rain__________________=______________-> 7.5 inches
Freeboard===================================> 1.00 feet
Side slopes_________________________________} 3.0 - 1
Inside top length___________________________) 470.0 feet
Inside top width--=________________===_____=} 320.0 feet
Emergency spillway elevation(if planned)====> 61.55 feet
Top of dike elevation=======================> 63.00 feet
Bottom of lagoon elevation=======--=========> 52.00 feet
Top of sludge elevation=====================> 53.20 feet
Total required volume====================__=> 1156814 cu. ft.
Actual design volume========================) 1170468 cu. ft.
Seasonal high watertable elevation (SHWT)===> 53.70 feet
Stop pumping 57.30 feet
Must be > or = to the SHWT elev.==========> 53.70 feet.
Must "be > or = to min. req. treatment el.=> 58.00 feet•
Min. Required treatment volume=µ=== ========> 464176 cu. ft.
Volume at stop Pumping elevation=====-======> 475098 cu. ft.
Start pumping 60.30 feet
Must be at bottom of F_B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall===-> 982468 cu. ft.
Volume at start pumping elevation===========> 994563 cu. ft.
Required volume to be pumped================> 386238 cu. ft.
Actual volume Planned to be pumped==========) 393462 cu. ft.
Min. thickness of soil liner when requir-ed-
R
7 . DESIGNED BY: APPROVED BY: S O - -7�
DATE: DATE' 2r S g4 r:
n ;
IN
��''•.,g lEfIFEs..�''��
t .

' SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION=
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris_ The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good.bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall, conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
G inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or morn full 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 THICI:NESS SHALL BE 1.5 ft .
----------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable, material are encountered,
excavated below finish grade to the specified depth
perpendicular to the finish grade. The foundation
as specified to grade with a NRCS approved material
REFER -TO THE SOILS INVESTIGATION INFORMATION IN THE
CONSIDERATIONS.
they will be Over-
as measured
shall be backfilled
(ie - CL,SC,CH).
PLANS FOR SPECIAL

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. ,The
mknimum 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 ATM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as_needed
before placement of the next lift. ?
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the -
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot.
roller is the preferable type of compaction equipment.
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 plane. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare corstructed 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 r econnmended pee-ni anerlt vegetation is out of season
dates for seeding. Permanent vegetation should by established as soon
as possible during the next period of approved seeding dates.
REMOVAL. OF EXISTING TILE DRAINS
-------------------------------
When specified, the contractor shall conWtruct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
and the side slopes shall be 1=1 or flatter_ When tile drains are
Encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements. ,,--
BOTTOM 'AND EDGES ! `
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the. finished bottom and side; slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during. construction
as -necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.'
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on .site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 19` 33). In the absence of supervision. of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that Lhe construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory_

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 yr -- 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from,a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall.be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at an,,, time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center. pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation s.6c.30,as marked by permanent marker_ Stop pump --
out when the fluid level reaches elevation 57.30•.' This temporary
storage -less 25 yr and heavy rain contains 319346-2 cubic feet or
294309.7 gallons.

SHEET 2 OF•' 2
4. The recommended maximum amount to apply Per irrigation and
recommended maximum application rate is .shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
S. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, oi- "jug" holes develop.
8. Repair waste inlet pipas that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10_ All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1-,
1993 (15A NCAC 2H .0200). This animal operation shall be operated.
within the requirements of these ruler and regulations.
13, Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge piper as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet, below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.
u

P
SEEDING_ SPECIFICATIONS
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY I TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' SAHIA GRASS AT 60 LBS_/ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA CRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: D`CEMBCR 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS_ OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (L TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT, APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1_ PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA , IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
J

U. S..Department of Agriculture NC-ENG-34.
Soil Conservation Service. September 1980
File. Code: 21a
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner ; County ]ctl
Community or Group No. Conservation Plan No.
Estimated Depth of'water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation
Evaluation by reach of flood. plain downstream to the point of estimated minor effect
from sudden dam failure. i
Est. Elev.:Est. Elevatior
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements : Above :Floodwater Abc
Flood Plain: Flood Plair
t. Ft. Z Ft. Ft.
2
:
3 .
Describe potential for loss of life and damage to existing or probable future downstrez
improvements from a sudden breach A SUDDEN FAILURE OF STRUCTURE WILL NOT
ENDANGER LIFE OR DAMAGE PUBLIC TRANSPORTATION. Rq,a 4 4.
s &nnneso /on a-_ i"R.... S
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, 01VY)
By .✓1
name
Concurred By
NOTE; 1:
2.
x.•o ter-
' E
F
Instructioiis.fn ,k1d side.
Attach add.ition�Y sheets as needed.
Date_S �►7—�7
Date 9Z9,7

Producer:
P
.'Ucation: C �„J-J
Telephone:
.Type Operation: a -gyp Or-oa
N��u��..ign Capacity)
berofAnimals: !ri 0
/Q
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 fertiliser required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the limiting
nutrient. Waste should be analyzed before each application cycle. Annual soil tests are
strongly encouraged so that all plant nutrients can be balanced for realistic yields of the
crop.to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an -
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and available water bolding capacities.. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, 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 ofuutrieuts 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
dishing will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the an_im I waste is based on typical nutrient content
for this type of facility, Acreage requiremeuts should be based en the waste analysis
report from your waste management facility. Attached you will find information on
proper sampling tedmiques, preparation, and transfer of waste samples to the lab for
analysis.
This'waste utilization plan, if carried out, meets the requirements for cowpharlce will) 15A
=NCAC 2H,0217 adopted by the EnvironmcntaI Management Commission.

".".Ik A-r-RA-K.G.NHAA AS
Amount of Waste Produced Per Yeartgallons. N. tons, etc.)
/ 8D animals X(.I (-snug waste/animal/year = 11b6 (vent-) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year 1
/t as animmals Xi�LIbs. PAN/aui:mal/year = g `%.1bs. PAN/year. (PAN from N. C. Tech.
GuidwStd. 633)
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
and surface application:
Table]: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# 'No. Tyne Per Ac. * Utilized Annlication
��©��
. .,. �
mot, .
A�r�■r
..
=
••
V
,
,qAI GvA"-L Total 1 53,E 11z ST3, b I '
This N is from animal waste onlj If nutrients from other sources such as commercial
fertilizer are applied they. must be accounted for. N must be based on realistic Meld
� ectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Rlanagemettt Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
s

Table 2: ACRES WITH AGREEMENT OR TANG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if•operator does not own i
adequate land (see Required Specification 21)
Traot< Field Soil Crop Lbs. N Acres Lbs. N Month of
d
• See footnote far Table 1.
s. Totals from above 'fables
Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount of
Surplus O
53.5
eficitet
tz— 173•0
tz _Q
oduced
3_a
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary nseasures to prevent over application of nutrients or other
elensents.

0
pig
See attached map.showing the fields to be used for the utilization of wastewater.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
THM TABLE IS NOT NEEDED IF WASTE 1S NOT BIUNG APPLIED BY UMGATION, HOWEVER A_ SUMAR TABLE WILL
BE NEEDED FOR DRY IMER OR SLURRY.
Your facility is designed for.&D days of temporary storage and the temporary storage
must be removed on the average of once every k MONTHS. In no instance should
the volume of waste being stored in your structure exceed Elevation 46.30
Call the local Natural Resources Conservation Service (formerly Soil Conservation
Service) or Soil and Water Conservation District office after you receive the waste
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to- applying the waste.
Narrative of operation:
. 1 I r 1.w i.., t is 4 e rn P dr i -_ Jdfl i

�."
-
L&ag C.:a:.�
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff; drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited. Illegal
discharges are subject to the assessment of civil penalties of S 10,000 per day by the
DMsion of Environmental Management for every day the discharge continues.
2. Tlae Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land on which to properly apply the waste.
If the producer does not own adequate Iand to properly dispose of waste, he shall
provide NRCS with a copy of a written agreement (sample enclosed) 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 Flan when there
s
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, Mess there are regulations that restrict the rate of
application for ether nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Altemative 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 Standard 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 the wind is blowing.
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. (Sec "Weather and Climate in North
Carolina" in tlne Tectmical Reference - Environment file for guidance.)

:.. 3 R
REQUIRED SPECIFICATIONS
(continued)
r
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 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 no
more than 20 to 25 percent of the leaf area is covered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crcps on soils
' with a high potential for leaching. Waste nutrient loading rates on these. soils should
be held to a minimum and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to planting of the crop
on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface water. This distance
may be reduced for waters that are not perennial provided adequate vegetative filter
strips are present. (See Standard 393 - Filter Strips) - . 1'
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, drainageways. or wetlands by
a discharge or by aver -spraying. Animal waste may be applied to prior converted
wetlands provided they have been approved as a land application site by a "teeluucal
specialist". Animal waste should not be applied on grassed waterways that discharge
directly into water courses, and only then at agronomic rates provided the application
causes no runoff or drift fron) the site.

REQUIRED SPECIFICATIONS
(continued)
1
i
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system
40
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25-year, 24-hour storm event in
addition to the one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shad 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.
19. 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.
20. 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.

WASTE UTH-IZATIUN PLAN AGREEMENT
r
Name of Farm:
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maiutenauce procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm_ The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility.Qwner: I"t ri- T
(Please print)
Signature: ate: Z
Name ofManager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) q�
Affiliation: 5 CTtr.�
Address (Agency):
Signature: — ,,,��__ / 7 Datc: __ 4 - z.o- 9-7

ANIMAL WASTE UTILaA.TION AGREEMENT
(Needed only if additional land has to he leased, etc.)
' 1
ly , hereby give permission to
apply animal waste from his Waste Utilization System on acres of my land for
the duration oftime shown below_
y
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: Date-
' Waste Producer: Date:
Technical Representative: _ _ Date:
SWCD Representative: Date:
Term of Agreement: ,19 to _ , 20
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2.)

J
IY
. .. T
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lb& N Acres . Lbs. N Month of
f
L�

p—
dial
Rr, !157 7mo,KA v
i0knUl�
�R
Wi
RNA
IVI - -
IL. —A.
'Cif 4
n't )-1
jg�g
PIZ
PC
Vfs"
IN
N WAI:
4 skc r E
w
VJ —W

gos .
North Carolina Agricultural Ezfrnsion Service
Agri -Waste Management
uvU-r= Uft "Nn-M, i gmn am cu urtoa
of UM AP'"..YC.A=O]9 II A
James C . barker*
Z. SAM COLUCTIO6
A. Sad -Solid Lot a
L. sex" I directly from lot Into spreader
a. Frm laid sprreadsr, colleet abaar 2 lbs of asp ftm
dtgbwm loastioar using U=wwliia =4100M.
ii . Pon amrap
a. Collect about 2 lbs of manure ttos tamer %he suzzone artist
seo3dift bsadia;s mterials sad usUg umaw ul 1 a C aolleatrsa.
D. Liquid NO=re Uw"
L. Dadar- Slotted- floor Piz
a. Extend a 1/20 noreetallic co-aduit open on both weds into
aura to pit floor.
b. Saal u 0psr and of conduit (e.g., by phi a tiis� over and
of candid t) trapping asmtze that bus entared lower end, s'saon
and sapsy slurry into plastic buakac or a t;&llic aoatsLOar.
c. Take n6saaples from 5 or more locations or at least 1 quwt.
d. as and add about 3/4 pint to rAllic sample aoaralnaz.
ii . Exterior scesap basin or tank
a. !lairs am* aomwM boo been vall nined with a liq*IA memo
chopper-agieaaor oY psop»llor aq�tCatat.
b . Tan 9AM04aes !m abeac $ P" 181804 ■s I &M sqItQa M FAW
or ftw m•mmme - V r --rt me VLs is a *UwcU tisit.
* t, ear A ffto"svrai
ld■�m�mlm�m 1, Eno 0■Mw= State IIaiaMssitY. Dalaisb. 99.

Att.whinont K
Vag e Z of 3
a. .
11. ZAWU AM TBAM9F,i.
A. Place sample into an expandable container that can be sealed. Asa
residuses from container with clean grater but do not use disinfectants,
soaps, or treat in eery other way.
B. Pack sample in ice, refrigerate. freeze, or transfer to lab quickly.
C. Hand-dalivery is most reliable Way of sample transfer.
f
D..If mailed. protect sample container with packing material such as
newspaper, box or package with vrapping paper, and Gape.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road " 2320 S. Foster Avenue
Ricbwmd, VA 23237 Vheeling, IL 60090
Ph: [phone] Ph: [phone]
ii. YLsber ftLentifi.c Co. iv. MWCO
3315 Tinton Road 901 Janestills Avenue
Bmisigh, fC 27604 Past Atkinson. 41 33533
Pb:- [phone] ft: [phone]
T. Private analytical labs are available. but sample analyses are costly.
C. The MCD& pravi&n this service for North Carolina residents.
i. Address: Boca Cam'oUna be artment of Agrimitt s=
Aavaostiia ftvisi,oa
PLant/Vaist / olutiaa Advisory Section
Blue Ridge Road Garner
P.D. Box 17647
Raleigh, SC 27511
Ph: [phone]
Attu: Dr. Bay Campbell
ii. Forward $4 along vith the sample.
iii.. Include the following identification information with sample:
a. Livestock species (dairy, seine, turkey, etc.)
b. Livestock usage (swine -nursery, finishing; turkey -brooders.
bxoodszhouse, graver, number flocks grown on littar; etc.)
c. Waste type (dairy -lot scraped msnure. liquid slurry; swine -pit
slurry, lagoon liquid, sludge; broiler-bause litter, stockpile
iv. Routine analyses performed on all samples: R. F. K. Ca, VS, kts.
i.
v. Additional analyses performed upon ruqusst: ID[. llo. Cd. ft. Pb

I
Confinnwilt Blli151ini; 'Top Width b
5c:tticai Top Elevation (p3.0 i
Pipe izivcrt Elevation
SS 3.6 1
!'it 553.b
T REA'r mF.N'T
LAGOON
�i Depth = S3
Pipe {ltit:cu_, i,o he adoquatcly
suppor t e l )
Bottom $lC 'ation 5Z•�
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT_ EROSION OF CLAY LINER

TYPICAL CROSS_58CtION OF
A LAODON CONSTRUCTION WITH
PARTIAL- CLAY LINER .
�E T THICK CLAY LINER
rxtvL l
INIMUti� f '
` (MFILL
04 ACE GROUND _ �r.,
�„- ----� - _ •_ `` - AVERAGE a iVlMn
VARIABLE EXCAVATE THIS AREA AND
-� *mw -wTi' u -M - BACKPILL WITH CLAY �r VARIABLE SAND'HAIHRIAL
00 CLAY f NO CLAY
FEET THIC
CLAY LINER FEET THICK
CLAY LINER
SAPM CLAY -CLAY 1 S EXCAVATE
r l'S SANDY CLAY -CLAY
kAfj
AMITIONAV EXCAVATION DUE TO LINER= -
AMAGE -DEPTH TO CLAY `x FEET 1'iiICK x pISTANCE •�
CUBIC FEET ,� CUBIC YARM
F •

r" %� v
ZONE X✓
f`
ELEVATION REFERENCE MARKS
REFERENCE ELEVATION DESCRIPTION OF LOCATION
MARK (FEET NGVD1
RM5 96.17 North Carolina Geological Survey benchmark stamped "SA-17"
located in northwest wingwall of State Road 24 bridge over Great
Coharie Creek.
ZONE X I� -
s�
_ _ 1
r'
ZONE A
BUTLERS
`CROSSROADS

ON-Ver-1,44
U5 Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
in
Area3 County , racer th Caro.l. i na
Designer .. hg chec ' �r
Date = 04/04/97 Date = 4'n
r •
sot Left Right Off-CL
Width
SS
55
(ft)
254
3�1
3:1
83.0
254
3=1
3:1
83.0
254
3=1
3=1
83.0
254
3:1
3=1
83.0
254
3:1
3:1
83.0
254
3-1
3.1
83.0
CL
Dist
Sta
( f t )
1+15
85 ',
2+00
100
3+00
100
4 a-00
100
5+00
40
5+40
EXCAVATION
FILL'**
Area.
volume,
; Area volume
( SgFt )
( Cu . Yds )
(SgFt ) ( Cu . Yds )
2194.5
; 0.0
6476.1
i
0 _0
1919.8
; 0.0
13314.7
;
0-0
1773.0
0.0
19793.9
;
0 1. 0
17215.8
; 0.0
26078.7
,
0.0
1668.0
; 0.0
28538.0
,
0.0
16 1
; O.0

OH-Ver-1.44
US Department of Agriculture
Soil Conservation Service
CROSS --SECTION DATA
QUANTITY CALCULATIONS
prepared for
M L Imo. F
in
Area3 County, North Carolina
Designer = hg Checker
Date = 04/04/97 Date
TEMPLATE DATA:'
Beginning Elevation
= 52
Beginning Station =
1+15
1+15 to 21+00
e\3c12'S4/3
0.00000
ft/ft '.
2+00 to 3+00
c\3c1254/3
0.60000
ft/ft
3+00 to 4+00
c\3c1254/3
0.00000
ft/ft
4+00 to 5+00
c\3ci254/3
0.00000
ft/ft
5+00 to 5+40
c\3 c1254/3
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station
1+15
ORIGINAL DATA:
0.0 / 63.0 100.0
/ 60.4
200.0 / 59.8
300.0 ! 59.4
400.0 / 59.1
SECTION NUMBER 2
Centerline Station
2+00
ORIGINAL'DATA=
0.0 / 63.5 100.0
/ 60.4
200.0 / 58.3
300.0 ! 57.8
400.0 / 56.8
SECTION NUMBER 3
Centerline Station
3+00
ORIGINAL DATA:
0-0 / 63.2 100.0
/ 59.8
200.0 / 5B.3
300.0 / 57.7
400.0 / 54.2
SECTION NUMBER 4
Centerline Station 4+00
ORIGINAL DATA:

( continued) 04/04/97
0 r0 / 63.0 100.0 / 60.0 200.0 / se .1
SECTION NUMBER 5
Centerline Station 5t00
ORIGINALDATA;
0.0 /. <. 63.4 100.0 / 60.3
SECTTO_N NUMBER 6
Centerline Station 5+40
ORIGINAL:>DATA;
200.0 / 57.8
0-0 /, 62.9 100.0 / 60.9 200.0 / 50.2
Page 2
300.0 / S7.2
400.0 / 54.3
300.0 / 56 7 :
400 53 ..0
R:
300.0 / 55.5
40 5 _
-,
Nit
.. � of
f= ,
s r tc',
444
r - l4v.'r t .r
-
1
> t r'

US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
in
Area3 County, North Carolina
Designer : erg
Date ; 04/04/97
Checker
Date
** EXCAVATION **
Top
Left
Right
Off--CL
; CL
Dist
;
Area
Volume
Width
SS
S5
(ft)
; Sta
(ft)
(SgFt)
(Cu )
.Yds
i
12
3:1
3:1
38.0
; 01100
;
0.0
100
0.0
12
3:1
3:1
38.0
1a00
0.0
100
;
0.0
12
3.1
3 : 1
38.0
; 2+00
0.0
100
0.0
12
3:1
3•1
38.0
3+00
0.0
100
0.0
12
3:1-
3:1
38.0
4+00
;
0.0
i
120
,
0.0
12
3:1
3:1
65.0
5+20
0.0
100
0.0
12
3:1
3:1
65.0
; 6+20
0.0
100
;
0.0
12
3:1
3:1
65.0
7+20
0.0
1s0
0.0
12
3:1
3:1
70.0
8+70
0.0
100
0.0
12
3:1,
3:1
70.0
; 9+70
0.0
100
0.0
12
3.1
3:1
70.0
10+70
0.0
100
0.0
12
3:1
3:1
70.0
11+70
0.0
240
0.0
12
3:1-.
3:1
120.0
14+10
0.0
210
0.0
12
3;1
3•1
120.0.E
1b+20
0.0
** FILL **
Area
Volume
( SgFt)
(Cu . Yds )
17.s
56 .8 .
12.8
119.3
20.9
197.6
21 .3
264.1
14.6
391.7
42.8
714.5
131.5
1401.7
239.6
3083.9
366.0
4298.1
289.7
5361.8
284.7
6219.2
178.3
7356.0
77.5
7857.6
51.5

• OH-Ver-1.44 "
US Department of Agriculture
Soil Conservation Service
PLANNED -
QUANTITY CALCULATIONS
prepared for
i`7 1 !•c � 1-; c� �s �
Area3 County, North Carolina f
Designer hg Checker
Date = 04/04/97 Date
-x� EXCAVATION
FILL *�
Top
Left
Right
Off--CL ;
CL
Dist ;
Area
Volume
; Area
Volume
Width
SS
SS
( ft ) ;
Sta
( f t ) ;
(`,qf= t )
( Cu . Yds )
i ( SgFt )
( Cu .YdS )
220
4:1
3 1
20.0 ,
0+95
;
0.0
; 471.0
10
0.0
;
1990.9.
220
4:1
3:1
20.0 ;
2•1-00
;
0.0
; 552.9
100 ;
0.0
;
4429.8
220
4:1
3:1
20.0 ;
3+00
0.0
; 764.2
100 ;
0.0
;
. 7671 _ 2
220
4:1
3:1
20.0 ;
4+00
;
0.0
; 986.1
so ;
0 _0
;
11441.6
220
4:1
3:1
20.0 ;
4+80
0.0
; 1558.9
Portions of the
Original
Data
have been
Extrapolated.

SCI-ENG-S3a
R—. S-n
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
• SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITF
i DISTRJCT
7 COUNTY
WATERSHED AREA MFASUREMEM
•,LC
CROPLAND—
OOa r M
SKETCH (1 PROPOSED(1
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ENE
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+
BORING NUMBER AND PROFILE
and Lst darn -slit and spiltwav borings fint- ths"pondEd area and borrow pot bortmax 1
(conifftued on back where fteressand Show water lable altooftow on do"t-11te bon-91-13
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S(A-S A I
Ao
J
sc,
TYPES OF MATERIAL ENCOUNTERED IN BORLNGS
(Use. one of systems
below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
-GW- Well graded gravels; gravel, sand mix =
g - gravel
A.,Gp"Poorly graded gravels
s - sand
.GMtSilty gravels-, gravel -sand -silt mix,
vfs-very fine sand
.GC Clayey gravels; gravel -sand -clay mix
al -sandy loam
.,SW -,Well graded sands; sand- r4vel mix
W -fine sandy loam
SP_T�Poorly'ztaded sands
loam
­
.SX_ S
gl- gravelly loam
SC -Clayey: sands; *.mod -clay, mixtures
'Bandy
si - slit
y" da or clayey silt
silt vi'llne-m3n
G I -silt loam
am
'Cuclays. , of low, . to'medi ' plailliticity,
cl -clay loam
qq ,
CHAnari;;Ic aa;.8 of high plasticity
aicl-silty clay loam
scl -sandy clay loam
..0C-.0igw. d 1c,sHts-an .siltj clays, low plasticity
sic - silty clay
OH0 ig&ntC•Clays;, Me aiU zzL to high plastigity
C -clay
L Suitable m&terW for embank-mant is available O Yea No (1nd1=1& whr Axwled an (At sketch on
4"4
REM JARKS:
2. Explain hazards requiring special attention in design (Samwim wrina.. rua afti..
GJENERAI� REMARKS.-;-"""'
MCALS I'j ILE
L
P
25
W
27
28
29
13611-4.13211
33 1134
135
361137
1
',18 ;1
39
1 40
1 41
42
43
44
45
46
47
48
49
50
51
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It
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11

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Ji:W
_y

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
No: 9ro - --g-fz--
Mailing Address: PZL r ( a,Jc r,:, fZ d
Farm Location: Fourteen Digit Hydrologic Unit:_ a 10 10 b 0 O 70 d 6D
Latitude and Longitude: l ° �zL � 1 2,1 �-� 140 t gi County:, S4w,n3..�
I
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): :f&6or_ fiiv%. -7- l S
Qpgration Description:
Type of Swine No. of Animals
❑ Wean to Feeder
© Feeder to Finish
Farrow to Wean 16tn
❑ Farrow to Feeder
O Farrow to Finish
b._�o _,mop, �? r��lr5 "J �k _4zk +- A-j �l.t: � �« � - ant %i _ /, 4
Type of Poultry
❑ Layer
O Pullets
No. of Animals
Type of Cattle
❑ Dairy
❑ Beef
No. of Animals
Other Type of L vesmck: Number of Animals:
Acreage Available for Application: /`A 8. 6 Required Acreage: 3 a .3
Number of Lagoons / Storage Ponds: Total Capacity: l!7 n 544; Cubic Feet (ft3)
Are subsurface drains present on the farm: YES o NO (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man -ma a conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owner: M "Ae- /4
Signature: Date:
Name of Manager(if
Signature: y
Date:
AWC -- April 24, 1996

Technical Specialist Certification
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the mdmal waste management system for the farm framed above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (MRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
certification (SD, Sl, WUP, RC,n the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design YK<<ce-- IJ6-OF��
4 Lj
A}_Collect Qffln, -5torra"e. Treatment System
Check the'appropriate bur
() Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
( New, expanded or retrofitted facility (SD)
j Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
been, designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print)
Affiliation: D
Y.
F �r �
Address(Agency) 2 7MPhoneNo:alc�-67�-Z ; I r
-41
Signature:1. = Date:
t
ZZ4 15;
R) Lan_ d Application Si (1NIJI'i F _ -- = C6
The plan provides for minimum separ8l i v f i�riwaouat of land for waste utilization; chow crdp, is
-- suitable for waste management; hydraA;da es.
Name of Technical Specialist (Please Print) :
- LSJ Re—m �-7r Y
ti„a, r �' j"t
Affiliation: r,.���H caRo"'-.
Address (Agency): '� F�SS�o'� �'
Phone No:
Signature:L C q
Date: 7
Runoff Co
C _u Gi } _ trots f ExterioF .�••'••.....•••'•.`�'� .�"
ak'the appropriate box- A LENDS ,••'
�+e air
"Facility without exterior lots (S13�ff?TMit or RC)
,This facilitydoes not contain any exterior lots.
() Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Q H-d P,
Affiliation: rr,r� `�A CA y'•,.
Address (Agenc ---):' ..•o :�' Phone No..
Signature: 414*
r; Date: 2,.3 97
AWC — January 1, 1997 �,� • GIN EAR: [w;*5.1
4 �

Application and Handlin2 EEuipment - f
Chic* the Appropriate box [4r=,,+o
{) Pxisting or expanding facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffers
can be maintained and calibration and adjustment guidance are contained as part of the plan).
New, expanded, or existing facility without existing waste application equipment for spray irrigation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan). i
(} New ex anded or existing facility without existing waste application eguipment for land .readingg1reading not usinspray
irrigation. (WUP or n
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed gpptication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please, € ta?})r,, D Q-r R ,
r ,, ��
Affiliation: ,0 ...., 0�
S S
Address(Agency): EALPhone No:
Signature: /C c r' Date: 7 2
E)
The waste mdnagement plan for f9ili �'a Waste Management Odor Control Checklist, an Insect Contra!
Checklist, a Mortaility ManagemeWfthec2wlfind an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Mann ement Plan and the Emergency Action Plan are complete and can be i lemented by this facility.
Name of Technical Specialist (Please Print):[
Affiliation: N
•CA
.-``''Q`�
Address (Agency): C- 2 : 7 =
Phone No.:
c 1Z
Signaturehgt <Z/-1
:-
Date: "7 Q
F) Written Notice of N& or E an " S A •"
The followin signature block il,'9'81f� °M `fopliew or expanding swine farms that begin construction after'June
21, 1996. if the facility was built liefgfp Hll,,1996, when was it constructed or last expanded . I(we)
certify that I(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-84S. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner:
Signature: -y!% Date:
Name of Manager (if different from owner):
Signature: Date:
Awc.- January 1, 1997

z---.11 United States Natural I` NC-CPA-17
l ! oepartment of Resources I REV. 1. 2-;6
Agriculture Conservation
Service - - -- - --
WAM XANAGZXM4T FACII= SM EVALUATION
G&NERAr IDrFORMATIori
- NAME
TELEPHONE SIZE OPERATION /6d
LOCATION AA�At ......
DISTANCE FROM NEAREZT RESIDENCE NOT OWNTM BY?MDUCIIt
DISTANCE FWM NEA XM M311C FACILITY (s-W4 -hut etc) -I - E Fr. .
IS SM AM'RN LMYEAR FIAOD MAW - YES NO V :
If yea, NRCS cannot provide assistance. -
IS SnT AT IF.AST 100 F r. FROM A-BL,UE L1NF PERLLIIAL STRE,M7 =-- - YES '�v0
if no, site mast be rem
13 SM WP 11N 1 MU ZON1NGj MMSDICTION OF A WJNX2AL 1 Y? YO
If yes. landowner should consult with locd waing board about required _ -
permits. Permits must be obtained prior to design approval.
ARE LTI'II.I rM IN CONSrRL'G" ON ARW Y S NO
If yes see Fart 503 of the iVational Engineering Manuel and follow policy.
(Copies of maps or other reference materials may be attached to site -
%ML SITE 2MLVE CLEARING WOODLAND OR,%NY NON-CZOPLaNDT M No
If yes, producer mast complete Form NRCS-tFA-38 (Request for Certified
Wetland DetermiaatiowDelinestfon}
WILL ACTION RETLZT TN SWA!lP8L3 -jVG? YES , N6-
IF W7 'ii. NDS ARE LNVOLVED, rr IS THE ,R=MNSE5MM OF THE PRODUCER i'0 CONTACriiZ L'SARE
CORP OF
AIM EMOU-4EEAS ATHE 17 MION OF EIVMONM rrAL MANAG1� E rr TO DETERMWE IF ?ELM= � - EREQLM=.
1F WE -►LANDS ARE 2IVOL'jFA THE nODM?1 SHOULD NOT C .ZAR NY "ND U. Dili. A WtTE.aND DELINEEA1'1'ION
IS MADE
ARCS will provide technical assistance in wetlands only tinder the following conditions. For natural wetland
inclusions less than one acre in size, ::RCS will provide assistance only if the fhndwu and values lost ire hilly
mideated. For =Mral wetlands greater than one acre in size, i1RCS will provide assistance only after a
rigorous sequencing process to include avoidance; minimization of impacts, sad Compensatory midgsdon Is
carried out in that Order of prefereacr-
ODOR CONMOL
: HAS ODOR CONTROL BEMN DISCUSSED WMA ?RODL"CE.'L--
• PREDO&CNA NT VWMM DMECTION?
• PRECHARGTNG LAGOON WITH FRESH WATcR TO AT LEAST I12
OF THE CAPACITY?
• ` USING GOOD SOUND .TUDGM�--fT LN "VD A2PUCATION,
OF WASTE?
YckS NO _
YES NO, ,
YZS ✓ No

rt ,
NC-CPA-17,= y
R Page 2 �:
OTHER BPIVIRON',%fMNT.kL FACTORS
E.`jDANGMV HABITAT PRESENT?
IS AND/OR THP2ATE,NED SPECIES
YES
NO
IS A DFSIGNA rrz NATVRAi SCMC AREA INCLUDED IN THE PiANNNG AREA OR
J
'WILL PLANNED ACTIONS IMPACT ON A.'4 ADIACLW .* IATUR.-%L SCLNIC AREA?
YES
NO
_
is AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED LY THE -PLANNED AR`A7 . - '
.YES
NO
✓
ARE THERE PRDAL UNIQUE; STATE OR LOCALLY DOORTANT FAX%M-VDS LAN THE
YES
NO
OPERATING L'NfI? - - — -
- _ .
-
- -
WML'M ACTION RESULT IN SOBBL'=G7 - _ - -' -'-
YES
- "- "NO
If the answer to any of the above is yes, XJRq will not provide treltnicai
assistance unless g Mg bier is Mowed.
DOES PRODUCER OWN MIOLTGH LA' TO PROPMC.Y LA.YD APPLY ALL WASTE `YES _ : NO
DiCLUDING SLUDCM ALTHOUGH SLLMGE MAY ONLY.BE APPLIED INFREQULVMY? " ..: .
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREnMU ON 41ND • YES . -• - NO
ON WMCH TO APPLY WASTE? _
(attach Waste UtW22tion Plan to site evsiustioa ) : _ .. - - ....
Som IIowEGATION - VALm ONLY IF SOIL LYV'FSTIGATION
IS =11. SUTTAM—r FOR LAGOON? YFS _ NO
IS A LINER REQLMW? YES NO ,
TYPE OF L24ER To BE USED: ....- CLkY-=/BENTON1TZ SY.',a iET2C
IF CLAY LINER IS TO BE LSED, IS SL'ITABIS CLAY AVAILABLE ON - YES _ NO
Sif c7 IF CLAY LS NOT AVAILABLE ON SITZ DOES LANIX WNER HAVE YES _ - NO
ACCESS TO CLAY7
IS A CORE T R.L NC3 ?—EQUIRED7 ".S _ NO
(Artmk soil investigation sheet to site cralmadon.) ✓/ _
IS 5IrWL•RF.� DRAL'w TIi E PR: SI:'YI? YES— "I O L
(If yes, tile must be removed or plugged
SrrE APPROY$D 'M _ 1140 CONOMOM AL
s
[] I j r
COMMMY C i A A i� A± rsJi Fig h1 5 ' T
o C +:
TM SITE DfVESTIGATION LS V �R TWELVE MONTHS FROM Tilt; DATE SjinAN, BELOW. IF CONSTRLiCTiON
HAS NOT BEEN STARTED WTrki7Ni i"WE,L.YE MOUrliS. ANEW S=- D1V'EST• GATIO t WTLL BE REQLsMED. Y.
SIGNAIVRE tom✓\ -._ nxr, k1
v Changes in the Ives[ a la or . in the smn'datd could r:, %u re a new site invesEptioo.

• 1 7
E)CI-IIBIT D-S
IRRIGATION SYSTEM DESIGNED
Name: _ /�i TEE � oprj— ,
Company:��rJ
Address: '
Phone:
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, tluust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for deterrniuingapplication rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in (lie system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankinents without the approval of the designer.
NOTE: A buffer strip feet wide or wider must be maintained between the limits of the irrigation system and all pererusial
streams and surface waters per NC Statutes.
NRCS, NC
JUKE, 1996
3

l;XHMrr D-2
TABLE 2 - Traveling Irrigation Gun Settings
N1ake, Model and Tylfe of Equipment:
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL. LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Are 1RR,e
Hydrant Not fWminl lin(hrl Width (ii) Lenoth ffl) freed (inched to Gun fnsil (it Reel f isil Poucrn3 Comments
-3
zrr>
�.yo
/.too
for
/1q 00
1Z,,O X C. "fo l
'>�
I
-3r
Z•,o
t%a
A u
�o
/a 4ba —
Sa
Goy
on
1, o D
010
/��
r P
�/D /rtoa Z .13
Z
ao
C1�]
30
i!n
Caac,
-3Jp
b
lfv X' D z 3_
-VLn
^�aZ)
%
CO
oil
Dn
'Z!o -Ito = 3-
7 a
bo
s-�
ro Zo - �L
C.
�p
-2/0
-3o
o - Z.
f /
'Sf]
o
a
3 o
a
p,
-t_ IQ
n
/�
IIo
J
�fSr']
�D.�
/ 3�•
Leo
l
QO
-L(O (r ai
�/ 1
30
2/a
7 L o
'� Do
/ a
o
/n&
i
See attached map.
2Show separate entries for each hydrant location in each Geld.
3Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degrees of are. -
NRCS, NC r
JUKE, 1996

IRRIGATION SYSTEM DESIGN PARAMETERS
Lan downer/O pe rotor Name: H-p£
Address: CI;..$�=J
Telephone:
TABLE 1 - Field Specifications
County:a�a�� _
Date:
E)MMIT D-1
Fleldt
Number
Approzimale
MazUuum
UstabieStze
of>:leld2
(acres)
Soll Type
Slope
('/e) Cro {s)
Masimum
Appticallon
It,ale3
(11Ar)
Mazlinum
Application
perlrrteotlon
Cycic3•
(lnclkes) Comments
i
iw .7
1401. /1,IiR►tia. to G sxq-L.E
.3 --:i
6 a
2
/.
%.g
Za�e �[rxr,�aoA�z�
'�D
i
I See attached Inap.
2Total field acreage minus required buffer areas.
3Refer to N. C, Irrigation Guide. Field Office Teclutical Guide, Section El G. Aruwal application must not exceed the agronomit raies for the soil and crop used.
MRCS, NC
NNE, 1996

TABLE 4 - . Irrigation System Specifications
Traveling
Irr! ation Gu6
Solid Set
Irrigation
Flow Rate of Sprinkler (grim).
f8.�
perating Pressure at Pump (psi)
4�B
Design Precipitation Rate (In/hr)?a
Hose Length (feet)
rl S~
1xxxxxxxx
XXXXXXXX
Type of Speed Con►pensntion
MCI"- .
cA
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
- 2 o
t
TABLE S - Thrust Block Specifications
Desinner mnv nrovidc thrust hloett detnlis on sennrate sheet.
LOCATION
THRUST BLOCK
AREA s . ft.
900 Bend
6.'7 irk,? —
Dead End
.L
y, A-
Tee
'See USDA -MRCS Field Office Technical Guide, Section IV, Practice Code 430-DD.
EXHIBIT DA
NRCSP, NC'
NNE, 1996

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be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In-Iine valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete., Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure I gives an example of
different arrangements for thrust blocks.
1
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Figure 1. Example of different arrangements for 'thrust blocks.
-5-

Engine Specification Data
General pata
Model..... ................. I .............. ................................................ W39D
Numberof Cylinders ...................... ...............................................4
Bore and Stroke--in.(mm) ..........................4.19 x 4.33 (106 x 110)
Displacement. -in' (L) ........................................................239 (3.91
Compression Ratio...............................................................17.8:1
Valves per Cylinder--Intake/Exhaust.........................................I/1
FiringOrder .............................. .................................. ......... 1-3-4.2
Combustion System ................................................ Direct Injection
Engine Type ......................... .................................... In -tine 4-Cycle
Aspiration............................................................................ Natural
Engine Crankcase Vent System ............................................Open
Maximum Crankcase Pressure--in.H2O (kPa)..... ................. 2(0.5)
Physical Qata
Length--in.(mm).............................................................. 33.2 (844)
Width-in.(mrn)......................... ....... ...............................
.20.4 (519)
Height-•in.(mm)...............................................................
32.2 (818)
Weight, dry. -lb (kg).......................................................815
(370) '
(Includes flywheel hsg.. flywheel 8 electrics)
Center of Gravity Location
From Rear Face of Block (X-axis)--in.(mm)..............10.4 (264)
Right of Crankshaft (Y-axis)--in.(mm) ............ ............
.0.5 (-13)
Above Crankshaft (Z-axis)-in.(mm) ............................5.2 (132)
Maximum Allowable Static Bending Moment at
Rear Face of Flywhl Hsg wl 5 G Load-lb-ft (Nm)
......600 (814)
Thrust Bearing Load Limit (Forward)
Continuous --lb (N)..................................................500
(2224) -
Inlermittenl--lb (N)..................................................900
(4003) '
Fuel s m
Fuel Injection Pump ....................................................... Stanadyne
Governor Regulation ............. .............................................. 7-10 %
Governor Type..............................................................Mechanical
Fuel Consumption-tbMr (kor)....................................26.6 (12.1)
Fuel Spill Rate--bTir (kg/hr)........................................190.4 (85.9)
Total Fuel Flaw-lhllu (kgAu).............................................217 (98)
Maximum Fuel Transfer Pump Suction'--ft (m) fuel...... ...... 3 (0.9)'
Fuel Filter Micron Size ® 98 % Efficiency....................................8
Lubd5zatign System
Oil Pressure at Rated Speed--psi(kPa) .............................50 (345)
Oil Pressure at Low Idle --psi (kPa)....................................
15 (105)
in Pan Oil Temperature -IF (-C)......................................240
(115)
Oil Pan Capacity, High-0 (L)..............................................9 (8.5)
Oil Pan Capacity. Low--qt (L)........................................._.....8
(7.6)
Total Engine Oil Capacity with Filters--qt (L)
......................10 (9.5)
Engine Angularity Limits (Continuous)
Any Direclion- degrees..........................................................20
gxh ust S-y-stem
Exhaust Flow-dN/min (m'/min).......................................420 (11.9)
Exhaust Temperature -IF (-C)......................................1040 (560)
Maximum Allowable Back Pressure in.Hg (kPa)..............2.2 (7.5)
Recommended Exhaust Pipe Diameter--in.(mm) ............ 2.5 (63.5)
AN values at c-ited speed and power with
standard options unless otherwise noted.
Cooling System
Engine Heat Rejection--BTL1/min (kW) ............................ 1750 (31)
Coolant Flow-.galimin (Umin)........................................38.5
(145)
Thermostat Start to Open---F (-C)....................................180
(82)
Thermostat Fully Open--F (C)........................................202
(94)
Maximum Water Pump Inlet Restriction--in.Hg
(kPa) ............ 3 (10)
Engine Coolant Capacity--0 (L)...........................................IS
(7.5)
Recommended Pressure Cap --psi (kPa) ..............................
7 (46)
Maximum Top Tank Temp-*F ('C)...................................210
(99)
Minimum Coolant Fill Rate-gal/min (Umin)
..........................3 (1 1)
Recommended Air to Boil --OF (-C).................................. 117 (47)
Air Sy§teM
Maximum Allowable Temp Rise -Ambient Air to
EngineInlet --F (-C)........................................................15 (8)
Maximum Air Intake Restriction
Dirty Air Cleaner--in.H2O (kPa)....................................25 (6.25)
Clean Air Cleaner--in.1i3O (kPa)................ _............... ...... 12 (3)
Engine Air Flow-Ft'/min (m'/min)......................................148 (4.2)
Intake Manifold Pressure--in.Hg (kPa) ..............................Ambient
Recommended Intake Pipe Diameter-in.(mm) ............... 2.5 (63.5)
Electrical gyste�tr
Recommended Battery Capacity (CCA)
12 Volt System--amp...........................................................640
24 Volt System --amp ................................ .......................... 570
Maximum Allowable Starting Circuit Resistance
12 Volt System--Ohm.....................................................0.0012
24 Volt System --Ohm ................................... ,.................. 0.002
Starter Rolling Current--12 Volt System
At32 OF ( 0 -C)--amp ............................................I
....... ...... 780
At -22 IF (-30 'C)--amp......................................................1000
Starter Rolling Current--24 Volt System
At32'F (0 -G)--amp .................................-..........-•--..•--......600
At-22 'F (-30 -C)--amp........................................................
700
Performance Data
Rated Power -hp (kW).........................................................71 (53)
RatedSpeed--rpm.........................................._.......................25W
Peak Torque--lb-ft (Nm)..................................................176 (239)
Peak Torque Speed--rpm.......................................................1400
Low Idle Speed--rpm................................................................850
BMEP--psi (kPa)............---.................................................94 (649)
Friction Power ®.Rated Speed--hp(kW),..:...... a................28 (21)
Altitude Capability (w/o Defueling)--f7 (m)....................5000
(1525)
Air:Fuel Ratio...........................................................................24.1
Smoke @ Rated Speed -Dosch No. .................. ...................... 2.5
Noise--09(A) ® 1 m................................................................98.2
Engine Power Torque
BSFC
Speed W (kM Ib-_f11Nm]
tblhp-hr
2500 71 (53) 149 (202)
0.375 (228)
2400 71 (53) 156 (211)
0.370 (225)
2200 69 (51) 165 (224)
0.363 (221)
2000 65 (48) 171 (232)
0.358 (218)
1800 59 (44) 172 (233)
0.357 (217)
1600 53 (40) 174 (236)
0.355 (216)
1400 47 (35) 176 (239)
0.355 (216)
1200 40 (30) 175 (237)
0.36D (219)
1000 32 (24) 169 (229)
0.375 (228)
Curve No 40:190711C
Sheet 2 of 2 (09-93)
Rewsea data

- - start-up & operation - -
30A PERFORMANCE GUIDE
3dA WATER -REEL PERFORMANCE
INCHES DEPTH OF APPLICATION
NELSON
SPRINKLER
SYSTM
'IRRIGATED
TRAVEL SPEED - FEET PER HOUR
5R15O
PERFORMANCE
INLET
AREA
6 NOZ
PSI GPM DIA
PSI
WIDTH X LNGTH
40
50
75
100
150
200
300
1.0"
, M
182
300
103
210 X 1105
1.8
1.5
1.0
0.7
0.5
0.4
0.2
Ring
70
197
310
125
217 X 1109
1.9
1.5
1.0
0.9
0.5
0.3
at.9-
80
210
320
140
224 X 1112
2.0
1.6
1.1
0.8 1
0.9
4.4
0.3
taper
90
223
330
156
231 X 1116
2.0
1.6
1.1
0.8
0.5
0.4
0.3
1.18'
50
205
300
108
210 X 1105
2.1
1.6
1.1
0.2
0.5
0.4
0.3
Ring
60
225
315
127
221 X 1110
2.1
1.7
1.1
0.9
0.6
0.4
0.3
or 1.0'
70
245
330
147
231 X 1116
2.2
1.8
1.2
0.9
0.6
0.4
0.3
Taper
80
260
340
165 1
230 X 1119 1
2.3
1.8
1.2
0.9
0.6
0.5
0.3
1.25'
50
255
121
131
224 X 1112
2.4
1.9
1.3
1.0
0.6
0.5
6.3
Ring
60
275
335
153
235 X 1117
2.5
2.0
1.3
1.0
0.7
D.5
2.3
or 1.1"
Taper
HOURS FOR 1000 FEET OF TRAVEL
25.0
20.0
13.3
10.0
6.7
System Inlet pressure shown above Is Tar Turbine OtIves. Engine Drives will be approx 10 PSI lower.
'Area covered may vary depending on wind conditions, field dimensions and pse of onspecilled sprinklers.
The average wea covered per on Is 5.6 acres.
The 'System Inlel Pressure' is the pressure required at the traveler Inlet_ It Includes allowances lot the traveler plumbing and
drive. PE tube and sprinkler pressure. Turbine drives will require additional pressure at higher speeds. H does not Include any
pressure allowances for Held elevation or mainline pressure lass.
Use the small gearbox pulley at ground speeds above 75 leel per bout
NOTE: 5peellipgoos are Subject to change without police.
r
18
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. 600
rw
r.
5w
i
400
s
z 300
a
It
200
n
r
10D
0
40C
0
�5C
b
:2w
n
BERKELEY PUMPS CURVE 4117
DATE 3-1-88
PAGE 2.02
TYPE "B11 RATING CURVES SUPERSEDES
ENGINE DRIVE 1 Curve4117 Pa a2.02
o Dana 4-1-65
c..i: a1.1..1r C-1- ►.kept& IL..IM3 riegll. N-1863 rraAlolls ILP.IL - Glow
r1r.�••: aleq.IM C.1. Pem w L-30D1 res — L-3D;8 D1a, fire/2' FULL 1-oa-�ler.r.w..1
e.e lw.l r-r, r
Nea1..UI1 t ommi/M6 Pwcssvac 247 psi 6&IIP 1e1c•
WERE
mtim
rd
zzm
MR
ffm
Im
Ell
MON=
ppo"
Eam
no
Elm
no
Elm
0 100 200 500 400 500 6100 700 WD 900 1000 1100 1200
CAPAMY IN V.Z. QALLONS PER MEMUTE
T-2554 1.IP...«.I C-7048 bow t0-27-71 °i" 3-29-72 'MODEL B3JQBM
C.I. Ptin.«.. M-1939
Il.rra.,: McNAeI C-1. Peu.m& H-2319
Ileelklle. 11-1939 VAN jOuS ILP.IL
reek 11e. ► -4821 Pk. 10-1/16" FULL ;.O.i.L
.. 1...1 d' /. �,...
WIG IM 0
1'
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1
''��'
I1
%Ip
err►
1
0
11 IOU 7011 14 W) 400 500 6w 700 000 ?00 low
CAPACITY IN U.S. 0ALLOI1111 PEN IAkNUTE
-1495 e.w 9-3-1I e... `,-79-7z MOOEI
B 4 E 0 M
30
20
10=
w
At
0 a
resL1
10
A
0
OIL

r
Y 80
(60)
r
60
3 (45)
0
a-
°' 40
x
m (30)
20
(15)
Engine Performance Curve
Rating: Gross Power
Application: Industrial - Continuous
300 Series Engine
Model: 4039D
71 hp @ 2500 rpm
53 kW @ 2500 rpm
... ......... ....
i
. i
....
............
1... ......
.. If .
...-
•
' _....
.:......... :
...
_
.. i...d...:....:...:. .
11
....................................
:
•Torque
-
176 it
l..
(239 Nm)
!
.i..
.............j.....
. •• ••.
.
1491b-ft _
(202 Nm)
....:
...
i...:.._.:...:....
.. ...;....
.... = �
- €...........
...... •-
j Continuous Power,
71 hp
(53
...
.........
. j...........1
..... .....
i
... ...
...-
..
F..
�..
-....
..;...
:....:...:....
... :....:...:
�...: ...
......
Fuel Consumption .......'.•
r
:..
:...
200 ,
(271) E
180
(244) 1
Cr
160 0
(217)
3
0.40 tM
(242) s
a
0.36
(21 a) 1
a
a
t-
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air intake Restriction — 12 in.H2O (3 kPa) Exhaust Back Pressure -- 30 in.H20 (7.5 kPa)
Gross power guaranteed within +• or - 5 % at SAE J1995 and ISO 3046 Certified by: Curve 4039D71fC
conditions: 77 OF (25'C) air inlet temperature
29.31 in.Hg (99 kPa) barometer Source Factories:
104 OF (40'C} fuel inlet temperature Dubuque. Saran
0.853 fuel specific gravity @ 60 OF (15.5 •C) � �"`'`'4 Q' Date: I of 2
Sheet of 2
Conversion factors: Power: kW = hp i 0.746
7JCP93
Fuel: 1 gat = 7. t lb. 1 L = 0.85 kg ' Revised data
Torque: Nm =1b-li i 1.356
All values are from currently available data and are subject to change without notice. \
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