620012_CORRESPONDENCE_20171231

INVEMA
�C®EN�
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins RECEIVED
ECEIVED Dee Freeman
Governor Director Secretary
July 31, 2009
0ENR—FAIEMLLERMONA10FPCE ,
Hoke Livestock Farm L L C
Naked Creek Farm
PO Box 1559
Raeford, NC 28376
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
This is a follow-up to our March 3, 2009 letter requesting an application from your facility for the continued coverage under one of the
Animal Waste Operation State Non -Discharge General Permits, Current General Permits expire on September 30, 2009. Copies of the
new General Permits are available at hq://h2o.enr.state.nc.uslaps/afou/appIications.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiring
State Non -Discharge General Permit.' The application_ form must be completed and returned by September 3 2009, Please _note, You
must include two (2) copies of your most recent Waste Utilization Plan with the application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Montgomery County Soil and Water Conservation,District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files ---620012-
Carroll's Foods Inc
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699.1636 One
Location: 2728 Capital Boulevard, Raleigh, North Carolina 27604 North Carolina
Phone: [phone] FAX 1: 919-715.0588; FAX 2: 919.715.60481 Customer Service:1-877-623-6748 J, ]�� //
Internet, www�/yyr� .ncwateraualitv.om L ly
An Equal Opportunity', Affirmative Acticn Employer

Type of Visit 0 Compliance Inspection O Operation Review O Structure Evaluation O Technical Assistance
Reason for Visit *Routine O Complaint O Follow up O Referral 0 Emergency 0 Other El Denied Access
Date of Visit: [ 3 Arrival. Time: {, Departure Time: I 11D.LI� County: ���rn�E:Region: Ek
Farm Name: 4112 i-ti`�� RAlk%% Owner Email:
Owner Name: 4oLe- Li vc S-bc LiLLC. Phone:
Mailing Address:
Physical Address:
Facility Contact: �fJ I ayl QALQ,,,Ln _ _Title: Phone No:
Onsite Representative: u Integrator: 1 • lUnwlfll�t
th '
Certified Operator: Operator Certification Number:
Back-up Operator:
Back-up Certification Number:
Location of Farm: Latitude: =e =f = Longitude: =o =, =
Swine
Design Current
C*ap ty Population
Wet Poultry
Design Current Design
Capacity Population Cattle Capacity
Current
Population
❑
Wean to Finish
❑ La er
❑ Dairy Cow
Wean to Feeder
❑ Non -La er
El Dairy Calf
Feeder to Finish
to Wean
to Feeder
_ Ury Poultry
El Dairy Heifer
❑ Dry Cow
ElNon-Dairy
El Beef Stacker
[I Beef Feeder
El Beef Brood Cow
Number of Structures:
ElFarrow
ElFarrow
❑
El
[I
Other
ElOther
Farrow to Finish
Gilts
F
❑ La ers
❑ N ers
Nets
El Pullets
El Turkeys
❑ Turkey Poults
❑ Other
Boars
Discharges
.�
& Stream Impacts
I. Is any discharge observed from any part of the operation?
El Yes
b§lNo
❑ NA
❑ NE
Discharge originated at: El Structure [I Application Field El Other
a. Was the conveyance man-made?
El Yes
❑ No
tp�NA
❑ NE
b. Did the discharge reach waters of the State? (If yes, notify DWQ)
El Yes
❑ No
NA
❑ NE
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does discharge bypass the waste management system? (If yes, notify DWQ)
El Yes
❑ No
[aNA
❑ NE
2. Is there evidence of a past discharge from any part of the operation?
❑Yes
EP No
❑ NA
❑ NE
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State
El Yes
113-No
❑ NA
❑ NE
other than from a discharge?
Page 1 of 3
12/28/04
Continued

Facility Number: Date of Inspection
Waste Collection & Treatment
4. Is storage capacity (structural plus storm storage plus heavy rainfall) less than adequate? ❑ Yes o ❑ NA ❑ NE
a. If yes, is waste level into the structural freeboard? ❑ Yes 0 No PNA ❑ NE
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier: I 1_Z_
Spillway?:
Designed Freeboard (in):
Observed Freeboard (in): Z3 k 32 `t
5. Are there any immediate threats to the integrity of any of the structures observed?
❑ Yes
NNo
❑ NA
❑ NE
(iel large trees, severe erosion, seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed
[]Yes
MNo
❑ NA
❑ NE
through a waste management or closure plan?
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ
7. Do any of the structures need maintenance or improvement?
❑ Yes
P'No
❑ NA
❑ NE
8. Do any of the stuctures lack adequate markers as required by the permit?
❑ Yes
�'No
ElNA
❑ NE
(Not applicable to roofed pits, dry stacks and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require
❑ Yes
No
❑ NA
❑ NE
maintenance or improvement'?
Waste Application
10, Are there any required buffers, setbacks, or compliance alternatives that need
❑ Yes
fRhNo
❑ NA
❑ NE
maintenance/improvement?
11. Is there evidence of incorrect application? If yes, check the appropriate box below. ❑ Yes Z No
❑ Excessive Ponding ❑ Hydraulic Overload ❑ Frozen Ground ❑ Heavy Metals (Cu, Zn, etc.)
❑ PAN ❑ PAN > 10% or 10 Ibs ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge into Bare Soil
❑ Outside c
12. Crop type(s)
13. Soil type(s)
14. Do the receiving crops differ from those des
in the CAWMP?
15. Does the receiving crop and/or land application site need improvement?
❑ NA ❑ NE
❑ Yes ' 14 No ❑ NA ❑ NE
❑ Yes '_-1No ❑ NA ❑ NE
16. Did the facility fail to secure and/or operate per the irrigation design or wettable acre determination ? ❑ Yes T No ❑ NA ❑ NE
17. Does the facility lack adequate acreage for land application? ❑ Yes 1�No ❑ NA ❑ NE
18. Is there a lack of properly operating waste application equipment? ❑ Yes E�No ❑ NA ❑ NE
Comments4reten.tvsquestion #): Explain any YES answers and/or4any,recommendatlor s or any oth6r,commentsi
Use draivings,'of facility.;to:better explain situation s..(use:additional{page%a necessary}
a
Reviewer/Inspector Name �
� :�. �* �,' `_-: Phone:
3300
�,�,��
Reviewer/Inspector Signature:
Date:
Page 2 of 3 12128104 Continued

I J.
Facility Number: — Date of Inspection
Renuired Records & Documents
19. Did the facility fail to have Certificate of Coverage & Permit readily available? ❑ Yes Q9 No ❑ NA ❑ NE
20. Does the facility fail to have all components of the CAWMP readily available? If yes, check ❑ Yes ® No ❑ NA ❑ NE
the appropriate box. ❑ WUP ❑ Checklists ❑ Design ❑ Maps ❑ Other
2I . Does record keeping need improvement? If yes, check the appropriate box below. ❑ Yes ANo ❑ NA ❑ NE
❑ Waste Application ❑ Weekly Freeboard ❑ Waste Analysis ❑ Soil Analysis ❑ Waste Transfers ❑ Annual Certification
❑ Rainfall ❑ Stocking ❑ Crop Yield ❑ 120 Minute Inspections ❑ Monthly and 1" Main Inspections ❑ Weather Code
22.
Did the facility fail to install and maintain a rain gauge?
❑ Yes
n No
❑ NA
❑ NE
23.
If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment?
❑ Yes
CgNo
❑ NA
❑ NE
24.
Did the facility fail to calibrate waste application equipment as required by the permit?
❑ Yes
PgNo
❑ NA
❑ NE
25.
Did the facility fail to conduct a sludge survey as required by the permit?
❑ Yes
fpNo
❑ NA
❑ NE
26.
Did the facility fail to have an actively certified operator in charge?
❑ Yes
09 No
❑ NA
❑ NE
27.
Did the facility fail to secure a phosphorus loss assessment (PLAT) certification?
❑ Yes
® No
❑ NA
❑ NE
Other Issues
28. Were any additional problems noted which cause non-compliance of the permit or CAWMP? ❑ Yes P No ❑ NA ❑ NE
29. Did the facility fail to properly dispose of dead animals within 24 hours and/or document
❑ Yes
[q No
❑ NA
❑ NE
and report the mortality rates that were higher than normal'?
30. At the time of the inspection did the facility pose an odor or air quality concern?
❑ Yes
No
❑ NA
❑ NE
If yes, contact a regional Air Quality representative immediately
31. Did the facility fail to notify the regional office of emergency situations as required by
❑ Yes
No
❑ NA
❑ NE
General Permit? (ie/ discharge, freeboard problems, over application)
32. Did Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
❑ Yes
No
❑ NA
❑ NE
33. Does facility require a follow-up visit by same agency?
❑ Yes
No
❑ NA
❑ NE
Additional Comments'and/or Drawings:
Page 3 of 3 12128104

HLGEIVED / DENRiB
Aatr;r�_ n_,,..,.:nn SQttpi
NotificationoY`CLange of Ownership '�UN 4 6 200�
Animal Waste MAuagemeut Facility
' (Ptrd� type or punt all iztforto:uian that dog rat rt:quirc a rigrrruurt) r1
In accordance with the Mquijvmenhs of I5A NCAC 2H .C217(a)(1;{ Xxii) this form Is official notification to the Division of Water Quality (DWQ) of die
transfer of ownership of an Animal Watcc Minagwiieni ncilisy. Flats form :mast be submirtcd to DWQ no latrr than 60 days following the transfer oCA 2
ownership.
Gcncrnl lnfotrvatinM
Flame of Farm: _ lc,��r / �Y� r 1 Fa4iliry No: �1
PreviousUwnet(s) iVatnc:-N` Phone Not �« C�
Ncw 4wncr(s) Name; _ . _ , � � Lj .:Y ~a _ Phonc No: d •3 71,"!
Maibng Address:
Farm Locadam Latitude and Lonp
County: lllP�/TI�O�t1.F t/
Please attach a copy of a county toad reap with locaw,ii id .edified and da ni:3e belaw (Be specific: road nart�m dirccdonc, ntllcpost, ac.):
r r
uperarintI P—er <A1ten:
Type of Swine
No. ofAnimpid
12 Ww= to Feeder
-
Q Raeder to Finish
Q Fanrnv to Wears
Q Farmw to Fender
❑ Parrow to Finish
❑ Gilts
Soars
7jpe of Pouirry No. ajAnimals
Cl Layer _---
Q Non-1,AtTT
Type of Berl Na. +lf An ingd t
Q Brood
CI Focdcts
D Stockors
Orher7ype rhf Lh-wiock:
Type of Dairy No. ofknlmats
;I Milking
❑ Dry
❑ Ht:ifets --- - --
Q Grlvcs--
Number of Animals:
Acrimp AvatLabio far Application: mod! s._ _ .. _ Rrquitrd Actcage: 14
Number of Ugoons ! Stomp Ponds: 1'os:! : �_ :.any: „ � , IJ Cubic Feot (fr)
rrrlraa.?rrarar.rrar.l R��Yaa�/.•��aa..Far.� •sal`i.•��►rr.4-+... ......
ilw�wawrwilal�w.sr�.....rr+��►..�rf
Owner i Manager Agrctament
I (wc) verify that all the above iofornt.ition is correct t.td will be updated upo1 changing. I (wc) wtdersand the opemllon and maintenance pmecduzrs
csta5lished in the approved animal waste rauaagcrocat pion hr the faun nanica above and will implement These pmceduros, I (we) know M u any ertpension
to the cadstlag dcmign capacity of iqe waste treatmttttt and swra;ge Syalcm br r-onctr xdon of rww facilities will require a new cerditcution to be submitted to
the DWQ before the new znImaIs ate shocked I(we) understand that there must be no discharge of animal waste from the storage or 4PPlicarim system to
surfimm wulers of the start either directly through a matt made conveyance or Lora a storm ieAw less severe than the 25•yeu, 24-hour storm and thcrc must
not be Ran -off from the Application of animal waste- I (we) understand that run-off of pollutants from lounging and heavy use arras must be atinimised using
thchnical standards developed by the Nanual Rmurccs Consrn,aaun Service, The approved plan will be filed it die farm and the ofllae of the local soil
and Watch Consmution District, I (we) know that any modification rvnt be approved by a technical spcc'ulist and submitted to ibdSoU and Water
COWbMtioa District prior to impkmmtatiom A cMm in land awri%ship requires written notification to DWQ or anew ccrtifieation (if the approved plan
ig chnaged) within 60 days of a title tmr4cr,
Num of New Land
Name of Manager (if different jR-gm
Signature; '�•iQ��
Phease sign and rCtnrrr this Carta for
AL' 'rivtRca ,r4 Water Quality
er t^omPliance & Enforsetoent Lint
• 1%.17 F,it r vice Center
rule ► . NC 27699-1617
natK: �•�
Date:
Mason a ■ enema someone,. '*1 son ■ ■+!■ man July is, 20M
IF 11 a a ■ ■ ■ ■ ■ n,
RECEIVED \ellAt 66M
��!
w�

of
Animal f,,..,.aste Management Plan Certifi_,Jon:.~-
Name of Farm . , rArm, Facility No: 6Z --_12-
Owners) Name: 7e Phone No:
Mailing Address: b 968 kkgf EAL AC 3
Farm Location: O1} 03aj}oU36Ib6gb
Latitude and Longitude:. _�
County Farm is located
35 /2, 1 Integrator:
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, dir�e�ctions, milepost,
/ettc.): like, zJt 73 "f a;t}�%-�, a, ,,>b+`t� S4 /aa3 (W.no�,J40 rh
I
C `' O A. ale � T;+we.ir:r4 -3/4 rti k. t�r.►n i S s r� r+ 'F'
Operation Description:
Type of Swine No. of Anim Is
,Wean to Feeder b
0 Feeder to Finish
O Farrow to Wean
0 Farrow to Feeder
Farrow to Finish
0 Gilts
Q Boars
Type of Foultry
❑ Layer
❑ Pullets
No. of Animals
Type of Cattle
❑ Dairy
0 Beef
No. of Animals
Other Type of Livestock: Number of Animals:
Acreage Available for Application:, di. 47 Required Acreage: __ ��• G
Number of Lagoons / Storage Ponds: Z Total Capacity: 3 M f Cubic Feet (ft3)
Are subsurface drains present an the farm: YES or 5> (please circle one)
Q)cr& j XD' cXjW)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. 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-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. ' The approved plan will be
filed at the farm and at the office of the local Soil and Water Conservation District. I (we) know that any modification
must be approved by a technical specialist and submitted to the Soil and Water 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 Chyner : — �ls r
Signature: I J Date:
Name of Manager(if different from own ):
Signature: Date:
AWC -- August 1, 1"7 1

Tech -'-.al Specialist Certificate _ n
a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to ISA
NCAC 6F .0005, I 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 (MRCS) and/or the
Notch 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
wbo may sign each certification (SD, SI, WUP, RC, I), the technical specialist should only certify parts for which they are
technically competent.
II. Cerdfication of Design
A) Collection. Storage. Treatment System_
Check the appropriate box
G Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
G ew, expanded r tr fitted a ' 'tv (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):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land ARRIlcation Site (WUP)
The plan provides for minimum separations (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): "d-b-trw[
Affiliation] Date
Address
Signatr+
C) Runoff Controls from Exterior Lots
Check the appropriate box
,Egcility without exterior Iots (SD or WTIP or RC)
This facility does not contain any exterior lots.
Work Completed: &O—A 440
ne No.: !D 97a • ZtO
e: 4-4-w
G 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): Al? v+!!I Ig- JTOL"
Affiliation 3 9d_,5 -- Date W
Address (Aaenc)O: 2A7 :-O A IIL. AS4. 27371
Completed:
Phone No.: 91Dl572 •A76D .
Date: ADD
AWC .» August 1,1997
2

D). Application and Handling tunment
Check- the app; opriare box 4
Existing or CZpgndinLLud1i1X with exi5ting wgSte application cauipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
❑ New, ended. or existing (agility without existing waste apolication.equipment for spray irrigation, (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
� r it gation. (WUP or I)
Animal waste application equipment specified in the plan has .been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print): `--"
Affiliation A Date Work Corn
Address
Signature
No.: IP S9�-a7DD
E) Odor Control. Insect Control. Mortality Management and Emergencv Action Plan (SD.
SI. WGP. RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist. an Insect
Control Checklist. a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortaliry Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print):
Address (Agency),
ate Work Completed:. N-�-
Y•_Phone No.:
Date:_.. _,4-ND
F) Written Notice of New or Expanding -Swine -Farm
The follorFtag signature block is only to be used for new or expanding swine farms that begin construction after dune
11, 1996. If the facWty was built before June 21, 1996, when was it constructed or last
tended
I (we) certify that l (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road. street, or highway from this new or expanding swine farm. The notice was
in compliance with the requirements of NCGS 106-805. A copy of the notice and a Iist of the property owners notified is
attached.
Name of Land Owner:
Signature: Date: —
Name of Manager (if different from owner):
Signature: Date:
AWC » August 1, 1997 3

III. Certification of Installation
I
A) Collection. Storage. Treatment Installation
New, 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 certiftcation is necessary.
Name of Technical Specialist (Please Print): —1�z 6&0% 4
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
M
B) Land Application Site (WUP)
Check the approphatre box
The cropping system is in place on all land as specified in the animal waste management plan.
Q 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 establish the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is
appropriate for compliance with the wasteutilizadon 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): cJJaµY ! �• ;(
Affiliation � _ . _ _ Date
Work Completed: 5-0?
No.: Y1of.S� a�
�-Ton
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as speed in my (our) waste utilization plan,
and if appropriate to establish the interim crop for erosion -control, and will submit to DEM a verification of completion
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us) to an
enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:

• , C) Runoff Controls from Exterior Lots (RC) N 1 �-
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specked
in the plan.
For facilities Without exterior lots, no certt frcation is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
signature: Date:
D) Application and Handling Equipment Installation (Wi}P or I)
Check the approprrare block
' Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
a Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contact; equipment specified in
the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Conditional approval: Animal waste application and handliag equipment specified in the plan has
been purchased and will be an site and installed by (month/day/year); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed: S-'y
Address (Age }: 7-4 a737 Phone No.:g�f a7to
Signature: Date: 4-1-PD
The following signature block is only to be used when the box for conditional approval in M D
above has been checked.
I (we) certify that I (wd) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner.
Signature• Date:
Name of Manager (if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortality Management SD. SI WUP RC or
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified_in the Plan has also been . tall and is operational.
Name of Technical Specialist (Please Print): �a*
Affiliation_ is _P,1 S Date ark Completed: S-±V
Address (Agenc .Z7 ]�• _ `T- Phone No.: 91D�S7a -a70D
Signature: ): �Z�• Date: 4-4-bb
AWC » August 1, 1"7 5

ME
Please'return the completed form to the Division of Water Quality at the fallowing address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Nan -Discharge Branch, Compliance Unit
P.O. Box 29535
Raleigh, NC 27626-0535
r Please also' remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the Iocal Soil and Water Conservation District Office and to keep a copy
In your Sles with your Animal Waste Management Plan.
N
'AWC >August 1,1997
6

�­":echnical Specialist.Certif -,fion
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an animal wasta
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, SI, WUP, RC,I) the techakal specialist should only certify parts for which they are technically competent:.
II. Certification of Design
A) Collection, Storage Treatment System
Check the appropriate box
(4,' Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
New, exuanded or retrofitted faci itv (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
Affiliation: �,�►/;+r►+Afe•,�u/ �,'���''~� `}�✓��;9 Nate Work Completed: �7 n
a
Address(Agency) - / . !` _
%� 1l /� 1 /l'1�e0 3 one No: yio _ y'j1q -16 few
Signaturar' •��' Ct1i ��' Q�Q''Pate: -
RA C lS,`
B) Land li ati
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): 4WAOi L. Vro e�=,or-t
Affiliation:C,,. �;cb
1l Date Work Completed:gr Z3 IZ It
Address (Agency): R.Q _ $o�
Ss�-, WARN W,q. C„ 2g15g Phone No:9ra :Z53 - 3434
?tilre:
IL4l
Date: I
2 � �7
C) Runoff Untrols from Exterior Loth
Cted: the appropriate box
(•jam facility 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):
Affiiiation:opwpo,_� ;ZIID5 , =�c Date Work Completed:
Address (Agency): a • 556 C,28 $ Phone No.: 91b Z93 - Lsignature:� Date:
AWC — August 1, 1997

M. Certification of Jjistallation
A) Collection, to e. Trea nnstallation
New, expanded or retrofitted facility (Sn
Animal wasto 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 retroiits, no certification is necessary.
Name of Technical Specialist (PIease P 1 '��'' p�.� �'`'`•�r�'/rrr1 , �i
Affiliation: �iG„�rr� / G+l�''A�r' ?�r /�1 ��l Lt�ate Work Completed: r; /-W? /76
Address (Agency): ,� Pone No.: ?/a- 94/l/-
Signature: -��-k
-4 �4�,•Ff.�,.�' ` ate: � - q
,Z;v ��•
B) li tin i (WUp)
Cheek the appropriate z
(/ The cropping system is in place on all 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: /Ana
Address(Agency):� p 8 8
Phone No.: Q,o -W3 -34.34
Signature:
Date: 14
This following signature block is only to be used when the box for conditional approval in M.B above has been checked.
I (we) certify that 1 (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and if
appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specifed in the conditional certification. I (we) r+ealim 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

co
AN72ML WASTE HAti=Z=T PLAN U3RTIP=CATxoN FOR inm CR 83pA== FEEDLCI'9
pleas• sstu= the completed foist to the Division of SavirOameatal M=acement at
the address on the reverse aide. of this to=.
Name of farm (please print) :
Address:
Phone No.:_ (,9tfl) _673-1825
County:MnTI+-gnmp1r�
„g yZ, sL.. ...,.
Farm location: Latitude and Longitude:3_ /_U A2 LQ (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) :jSwf_a_e n;irser_,_ y
Design capacity (number of animals)-: • .3. 840 hparj
Average size of operation (12 month population avg.) : 3,' Ran than
Average acreage needed for land application of waste (acres) s ceae Cr912
a�ra�,srrrrrs:r�sssarssssssarassarrrsa,sasss�rsaa�r�assis+asssa�Msasasaysssssrasssssrsass
T•chnieal specialist C&Xtifieatioa t
As a technical 'specialist designated by the North Carolina Sail and Water
Conservation Commission pursuant to I5A NCAC 6F .0005, I certify that the new.or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that .meets the design, construction,
operation and maintenance standards and _specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil. and Water Conservation Commission pursuant to 15A NCAC 2H.0217• and
15A NCAC GF .0001-.0005. The following elements. and their corresponding minimum
criteria-havz-beer_verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds r waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) t access
or ownership of proper waste application equipment; schedule for timing of .
applications, application rates; loading ratest and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
gam. of Tschaical specialist (please print) :Larry F . Graham , p . E .
Affiliations
Address (Agency) • phone No . 4 A_ n
27376-9001 .
Signature: Date:
�Itlhe
a AI (we) underst op ation and maintenance procedures established in the
approved animal waste management play for the farm named above and will implement
these procedures. I (we) know. that any additional expansion to the .existing
design capacity of the waste treatment and storage system or conatruction of new
facilities will require a new aertification to be submitted to the Division of
Environmental Management before the new animals are stocked. .1 (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm, 'The
approved plan will be filed at the farm and at the office of the local Soil, and
Water. Conservation District.
Name of Land (7*mu ; (Pleas=t) : Edward Johnson
Signature:L Date: 1 -1 Q-95
Hama of 8anagar, if different from owner (Please print) :
Signature: Date:
_ gnus A•change in land ownership requires notification or a new certification
(if the approved plan .is changed) to b4 submitted to the Division of _
Environmental Management within 60 days of a title transfer.
DEK USE ONLY:ACNEW#

Sfatdbt North Caroline
Deparfrnent ot'Envlron,.. ,r,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor..
Jonathan B. Howes, Secretary
A. Preston Howard, Jr„ P.B.. Director
INSTRUCTIONS FOR CERTIFICATION OF APPROVED ANIMAL 'WASTE MANAGEMENT PLANS FOR
NEW OR EXPANDED ANIMAL WASTE MANAGEMEN'P SYST3M4S SERVING FEEDLOTS
In order to be deemed permitted by the Division of Environmental Management
(DEM) , the owner of any new or expanded animal waste management system
constructed after Januaxy 1, 1994 which is designed to serve greater than or
equal to the animal populations listed below is required to submit a signed
certification form to DEM rfers the new animals are stocked on the form. '
Pasture operations are exempt from the requirement to be certified..
100 head of cattle
75 horses '
2so ..vine
1,000 .haep
30,000 birds with a 11quid•waste system
The certification must be signed* by the owner of the feedlot (and manager if
different from the owner) and by- any technical specialist designated by the Soil
and Water Conservation Commission pursuant to 1SA HCAC 6F .0001-.0005. A
technical specialist must verify by an on -site inspection that all applicable
'-isign and construction standards and specifications are met as installed and
it all applicable operation and maintenance standards and specifications can
s met.
Although the actual number of animals at. the facility may vary from time to time,
the design capacity of the waste handling system should be used to determine it
a ,farm is subject to' the certification requirement. For examsple, if the waste
system for a feedlot is designed to handle 300 hogs but the average population
will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management
systems adopted by the Environmental Management Commission (EKC) on Decamber 10,
1992 (Title 15A NCAC ;H .0217).
. ,
7
On the reverse side of this page is the certification form which must be .
submitted to DEM before now animals are stocked on the farm. Assistance in
completing the form can be obtained from one of the local agricultural agencies
such as the soil and water conservation district, the USDA -Soil Conservation
Service, or the N.C. Cooperative Extension Service. The form should be. sent too
Department of Environment, Health and Natural Resources
Division of Environmental Management
.Water Quality Section, -Planning Branch
P:O. Box •.29535
Raleigh, N.C. 27626-0535 '
:Photies 919-733-SO83 �'—
a ID i ACN W019 4
Stlo4e W. Tedder, Chief
Water Quality Section
Dater �� ff3r - -
= P.O. Box 29535. Rdeigh. North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equd Opporlunity Af&matW Action Employer W%(ecyq;4edj j0%' peat -consumer paper
r

PHASE 11 DOCUMENTATION,
SWINE EFFLUENT TREATMENT AND ANAEROBIC LAGOON DESIGN
FOR
THE ED JOHNSON FARM IN THE WiNDBLOW COMMUNITY OF
MONTGOMERY COUNTY, N.C. (N464 �eck
AS -BUILT SPECIFICATIONS
Prepared far :Edward Johnson
P.O. Box 776
West End, N.C. 27376
Phone: [phone]
Plans Prepared By: Larry F. Graham, P.E.
Environmental Engineering Services
5647 N. C. Highway 211
West End, N.C. 27376-9001 Phone: [phone]
Fax: [phone]
J
h Soils Review: NOT APPLICABLE TO THIS PHASE
Submittal Date: January 10, 1995
Specification
Review By:
Larry F. Graham, P.E.
. C. a istration Num er 11602
Date
Review:
CA
SEAL
3 =
11602

TABLE OF CONTENTS
1. INTRODUCTION
1
2. GENERAL SITE INFORMATION AND LAGOON LOCATION
1
3. REVIEW OF GENERAL FARM PARAMETERS.
1
4. LAGOON SHAPE.
2
5. SOILS.
2
S. VOLUME CALCULATIONS.
3
T. DESIGN TREATMENT VOLUME.
3
8. SIX MONTH WASTEWATER AND RAINFALL STORAGE --
3
9. SEVERE STORM STORAGE.'
4
10. FREEBOARD.
4
11. EMERGENCY SPILLWAYS AND OVERFLOW PROTECTION.
5
12. DAM CONSTRUCTION.
5
13. LAGOON DESIGN SUMMARY.'
8
14. CONCLUSIONS AND NOTICES.
7
EXHIBIT LIST FOR PHASE II
Exhibit 5A Phase II Constructed Lagoon And Dam

err.,}.9;4Y1.: _;:4f.•;:;• - _.:.'�::-
LAGOON DESIGN PARAMETERS AND DETAILS (AS -BUILT)
1 1. Introduction
The Ed Johnson Farm is a new swine farm in the southeastern part of
Montgomery County N. C. The farm is located in an agricultural/rural setting
well off of the paved road. As of this document date construction on one or more
of the housing units is finished or is close to completion. The lagoon has been
constructed.
The farm is a pig nursery operation and has the capacity of 3,840 head in 4
confinement houses. Swine effluent will be stored in a lagoon and be recycled
into the houses to recharge the waste removal systems. On occasion lagoon
effluent will be pumped from the lagoon and land applied via a spray irrigation
system. The effluent appliedto farm grown crops will act as a commercial
fertilizer substitute.
PHASE II (this report) contains as -built information on the lagoon structure, dam
construction, and general as built characteristics. Usually this section is
prepared after all lagoon construction is complete and volumes and or sizes can
be measured. The engineer has tried to weigh all factors in accordance with
importance while construction was taking place on this lagoon and keep the final
construction as close to the original plans as practical.
2, Genera! Site Information And Lagoon Location
The physical location of the farm is in the southeastern part of Montgomery
County, off State Road # 1003, approximately 3 miles north of Windblow, N. C.
The nearest stream is Naked Creek and it is located approximately 1,000 feet
from the proposed lagoon site. Exhibits 1, 2, and 3 (PHASE I document) show
various views of the property location
As the site work was taking place it was not possible to make the lagoon shape
exactly like the original design due to the first grading contractor's equipment
limitations. However it was possible to make the lagoon very close to the target
shape once a new contractor took over the project. Correct volumes to meet
design guidelines for treatment were obtained. The position of the lagoon on the
property was as described in PHASE 1.

3. Review Of General Farm Parameters.
I.
Type of facility:
Nursery operation
2.
Number of hogs:
3,840 head.
3.
Average animal weight assumed:
30 pounds.
4.
Approximate full volume of lagoon in
gallons (cubic feet) - estimated.
1,438,934 (7,123)
5.
Total number of acres at the farm.
210 +1- acres
6.
Number of acres in pond and
containment houses (approximately).
3 acres
7.
Housing:
4 Units @ 960 head each
S.
Type of Waste Treatment
Anaerobic lagoon
4. Lagoon Shape.
The treatment lagoon was originally designed to be a rectangular surface with a
flat bottom. The first grading contractor's equipment was not sufficient to build
the lagoon in the designed shape. A new and different contractor completed the
lagoon. Overall the final lagoon resembled the initial design. The final shape
was steeper on the inside and had rounded comers with the bottom almost flat
and closer to a rectangle. (See Exhibit 5A For Topographic Details).
5. Soils.
When deep excavations were taking place on the lagoon a considerable amount
of clay and sandy clay was found below the sandy upper soils. This material
started around 8 to 9 feet deep (below original grade). While this sandy clay
material was not ideal for use as a lagoon liner it was far better than that found
during the first soils investigation. This material was estimated to be between 8
and 9 feet thick as it lay.
The engineer decided to let the contractor construct the dam core out to this
native sandy clay. Its moisture content and consistency were satisfactory to
allow it to pack properly. In fact the quantity of material was sufficient to build
over 50% of the dam (including the core) and also line the upper portion of the
lagoon (i.e. the sandy soils) 12 inches thick. At the end of the project
approximately 80 truck loads of good quality clay was hauled to the site and an
additional 12 inch clay liner installed over the lower 70 percent of the lagoon.
Upon completion, all interior surfaces had some degree of compacted clay
covering. The natural clay combined with the hauled in clay should provide an
impermeable barrier to vertical effluent migration. Clay liner depths on the upper

W� 4„
�s 30 percent of the lagoon were made around 12 inches thick. All clay surfaces
were compacted with a sheeps foot roller. No synthetic liner was used as had
been projected.
6. Volume Calculations.
All As -Built lagoon volumes calculated for the Ed Johnson Farm used on -site
topographic measurements which compares the empty lagoon with the full
lagoon. Maximum or full volume would be full to the overflow level. The
computer technique used for these comparisons is called L.I. Contour V+,
Version 5.0, developed by A.B. Consulting Co. Inc., Lincoln NE. Great care was
used in developing the contour maps for comparisons, however any such
measurements and calculations have some margin for error. The engineer has
verified the L.I. Contour V+ program with known field data and believes it to be a
very accurate approximation technique for pond volumes.
7. Design Treatment Volume.
The design treatment volume (sometimes called Minimum Design Volume) is the
minimum volume of wastewater needed to maintain optimum conditions for
bacterial growth. This volume will likely require several months to obtain once
filling begins. The owner should be careful to add water to the lagoon until one
third to one half of the design treatment volume is achieved before adding swine
manure.
The operator should always strive to maintain a liquid depth of at least 6 feet to
control excessive odors. Mr. Johnson is using well water to initially charge his
lagoon.
From PHASE 1 design guidelines the engineer is restating below the design
treatment volume needed.
Design Treatment Volume:
Practical design range = 800,000 to 900,000 gallons
The water level (minimum design volume) in this lagoon may vary slightly
depending on wastewater. productions and irrigation schedules. At a 900,000
gallon volume the estimated depth of liquid in the Ed Johnson lagoon would be
approximately 12.5 feet. This 9000,000 gallon volume includes roughly 40,000
gallons for sludge accumulation. However sludge accumulation was assumed
zero.
8. Six Month Wastewater And Rainfall Storage --
Wastewater will normally be pulled off of the top of the lagoon and recycled to
the confinement buildings for re -use or spray irrigated. However there will be
times when irrigation can not occur and liquids will accumulate, especially during
cold wet weather. The original design for the Johnson Farm called for six
months of storage of liquids. The six month storage volume includes excess
�i 3

wastes produced by the animals, spillage or wasted water, clean-up water, and
excess rainfall (less evaporation) directly into the lagoon. This does not include
rainfall run-off water from outside the lagoon since that will be diverted by
earthen embankments and grass water ways.
Six Month Storage Needed:
430,848 gallons
The six month storage should add approximately 2 to 2.5 feet of additional water
to the lagoon. Thus, the maximum depth of the water accounting for both design
treatment volume and six month storage would be roughly 15 feet. In practical
terms, the following are guidelines for irrigation based on depth only (crop
demand and weather not considered).
STOP IRRIGATION AT AROUND 12 FEET OF TOTAL DEPTH.
START IRRIGATION BEFORE 15 FEET OF TOTAL DEPTH.
9. Severe Storm Storage.
At any time in North Carolina there can occur a severe rain producing storm
which can deposit considerable amounts of water quickly. This fact has been
considered. The standard storm surge allowed in lagoon design is the 25 year -
24 hour rainfall event. For conservative reasons the engineer chose to use 6.5
inches as a design number, which is greater than the 25 year 24 hour rainfall for
Greensboro, N. C.
The design engineer only considered the rainfall failing within the interior of the
lagoon. There Should Be No Surface Run-off From Surrounding Areas
Allowed To Enter The Lagoon. All Run -Off At The Ed Johnson Farm Has
Been Diverted Around The Lagoon Via Earthen Embankments. A 5% safety
factor has been added to the storm storage to account for a small amount of
lagoon rim "run-in".
The 25 year - 24 hour storm volume for the Ed Johnson Farm was calculated to
be' approximately:
Severe Stone Volume:
110,779 gallons
10. Freeboard.
Freeboard is the extra depth added to a lagoon for safety against an
embankment overflow or dam washout. This extra depth is a safety measure
and prevents water from spilling over the dam, resulting in dam erosion and
complete or partial failure. This was a selected value at the Johnson Farm.
Lagoon Freeboard: 9 foot.
4.

ANN.
11. Emergency Spillways And Overflow Protection.
The discharge or overflow of swine effluent to the surface waters of N.C. is
prohibited. However, in the unlikely event the water level inside a lagoon
should exceed the maximum high water level it should have a predetermined
path of overflow in order to safeguard the dam.
The engineer decided to use a 25 year -1 hour storm for emergency spillway
design at the Johnson Farm. Weather data for Greensboro, N. C. suggests
rainfall during this storm event at:
25 year -1 hour storm = 2.74 inches
Average overflow calculated to be:
1.74 cu.ft.lsec. -(cfs)
The emergency overflow elevation at the Johnson Farm was measured and was
found to be at the 82.3 foot contour. While some minor shaping still needed to
be conducted, the as -built overflow should be suitable. Final shaping should be
conducted -within the next 3 months. See Exhibit 5A for more details.
12. Dam Construction.
The lagoon dam was constructed with a reasonably good soil material with a
fairly high clay content. Its construction was observed by the engineer as
construction was taking place. Recommendations found in PHASE I can be
viewed to see original construction considerations. The following are as -built
details.
1. Maximum Height, Top of Dam to
Outside Toe - Before Settling
2. Top of Dam Contour
3. Inside Dam Slope
4. Outside Dam Slope
5. Dam and Dam Core Compaction
6. Anticipated Dam Settling
7. Top Width of Dam
8. Dam Core Width
9. Dam Core Depth
5
14.5 feet
83.3 feet.
2.5 to 1 (average).
3.3 to 1 (average).
Loaded Pan
0-2 percent.
10 to 22 ft.
12 feet.
0 to 6 feet.

13. Lagoon Design Summary.
AS BUILT_ CONSTRUCTION OFF LAGOONS AS OF 1-10-95:
1. Number of hogs = 3840 head
2. Type of facility = Nursery operation
3. Type of lagoon = Single stage anaerobic lagoon.
4. 25 year 24 hr. storm intensity = 6.5 in.
5. Estimated run-off from surrounding land 0%
into the lagoon =
6. Waste storage period = 6 months
7. Design criteria Anaerobic treatment with adequate
odor control.
8. Measured maximum dam height of
Lagoon =
9. Inside side slopes =
10. Sludge accumulation criteria
11.Average animal weight =
12.Approximate Final Volumes (rounded):
5 year sludge accumulation
(calculated)
Design treatment volume
6 month storage
25 year 24 hr. storm
TOTAL DESIGN ESTIMATED
VOLUME (less freeboard)
13.TOTAL MEASURED VOLUME USING
COMPUTER SOFTWARE
14.Top dimensions (approx)
15. Bottom dimensions =
16. Max. liquid depth (approx.)=
17.Minimum liquid depth to maintain =
18. Emergency spillway elevation off floor
19. Emergency. spillway Invert =
20. Dam top bench mark elevation =
6
14.5 feet.
2.5:1
Irrigate Solids, no long term solids
accumulation.
30 lbs.
40,000 gala
860,000 gal,
430,000 gal.
111,000 gal.
1,441,000 gal.
1,414,000 gal.
Irregular (see Exhibit 5A)
Irregular (see Exhibit 5A)
16.3 ft.
12 ft.
16.3 ft.
82.3 ft.
83.3 ft.

Y jL 3 e
front and back slope ratio - > 5:1
22. Clay liner depth = 12 to 24 in.
23.Top width of dam 10 to 22 ft.
24. Freeboard = 1 ft.
25. Rainfall for overflow calculations = 2.74 inlhr
26.Start pumping liquid level before = 15 ft. deep
27.Stop pumping at liquid level about = 12 ft. deep
14. Conclusions And Notices.
1. The lagoon system at Ed Johnson's Farm is mostly complete as of this
PHASE II report. The contents of this report are included herein to describe
the lagoon and then compare these numbers to the design parameters in
PHASE 1. For brevity reasons certain portions of this report list average
values or rounded numbers when exact values are not appropriate or are of
very small percentages. The engineer feels as though the lagoon structures
as built will function properly as anaerobic treatment structures for the swine
effluent at the Ed Johnson Farm as long as the system is maintained and the
farmer agitates and irrigates the effluent on a regular basis.
2. The potential for bare soils to erode at this farm is high. This will require the
farmer to repair erosion scars during the course of filling the lagoon. It is
very important to repair any erosion on the dam and side walls as soon as it
is observed. Grass should be planted Immediately!
3. The engineer wishes to point out that certain construction items are yet to be
completed or are almost complete, e.g. grass planting, finished shaping of
overflow, etc. These Items must be done to have a satisfactory lagoon
system. Sediment and erosion control structures and practices must be
maintained as long as there is the potential for erosion. This includes the
planting and maintaining of grass. The farmer will be continually responsible
for maintaining all parts of this system and completing the work as promised
to the engineer.
4. The owner of this lagoon system shall be obligated to install the system
according to the above specifications. However the engineer realizes the on -
site conditions may cause some variations in as already mentioned. As long
as the changes are minor and improve the system and do not change the
flow or intent of the design, the changes can be made by the owner. grand
name items mentioned in this document are given for example only and may
be changed as long as the function and quality are not compromised.
5. The engineer takes no responsibility for changes made to the system before,
during, or after construction without his knowledge. Nor does the engineer
take any responsibility for human losses or property damages which should
•-'
i

occur due to poor workmanship, improper use of machinery, unknown
_ conditions above or below ground level, legal problems with boundary lines
or easements, acts of Nature, or "short-cuts" the owner may take in system
construction or operation.
6. The engineer has made a concerted effort to observe the lagoons being
constructed at different stages. However, as with most existing systems
there are components of the system that are not visible and were not
observed under construction. Therefore it is necessary to assume certain
things that are reasonable for such systems or take the information given by
owners, contractors, etc. Information given to the engineer by others and
used in these specifications shall be taken as truth if it can not be verified
otherwise.
END OF PHASE II SPECIFICATIONS
The preceding specifications and comments have been reviewed by the
undersigned professional engineer and are believed to be complete within the
context of the scope of this project. The lagoon is ready for use, however the
engineer acknowledges more work is scheduled as documented herein and in
correspondence to the owner.
Preceding pages reviewed by Engineer: 1 through 8.
Professional Engineers Sign
Larry F. Graham, P.E.
North Carolina P.E. Registra
Date of Signature and Seal:
8

ti, t bx„
REFERENCES FOR PHASES I AND II
1.
American National Standards Institute (ANSI)/ASAE No. EP403.2 August
93. DESIGN OF ANAEROBIC LAGOONS FOR ANIMAL WASTE
MANAGEMENT.
2.
American Society of Agricultural Engineering, Engineering Practice No.
ASAE EP379.1. CONTROL OF MANURE ODORS.
3.
American Society of Agricultural Engineering, Data No. ASAE D384.1.
MANURE PRODUCTION AND CHARACTERISTICS.
4.
American Society of Agricultural Engineering, Engineering Practice No.
ASAE EP470. MANURE STORAGE SAFETY.
5.
American Society of Agricultural Engineering, Engineering Practice No.
ASAE EP393.2. MANURE STORAGES.
6. Barker, James C., Ph.D., P.E. Professor in the Biological and Agricultural
Engineering Department, N.C. State University, Raleigh, N.C., LAGOON
DESIGN AND MANAGEMENT FOR LIVESTOCK WASTE TREATMENT
AND STORAGE. Extension Publication Number 103-83, Revised 1990.
7. Barker, James C., Ph.D., P.E. Professor in the Biological and Agricultural
Engineering Department, N.C. State University, Raleigh, N. C., Personal
Communication.
8. DAM SAFETY, N.C. Administrative Code, Title 15A, Department of
Environment, Health, and Natural Resources. Sub Chapter 2K, Amended
January 1, 1991.
9. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, published by the North Carolina Department of Environment,
Health, and Natural Resources, Land Quality Section. September 1, 1988.
10. Jones, Vernon, Civil Engineer, U.S. Soil Conservation Service, Salisbury,
N. C. Personal Communication.
11. Malcom, H. Rooney, P.E., ELEMENTS OF URBAN STORM WATER
DESIGN, N.C. State University, Raleigh, N.C. 27695-7902, 1991 Version.
12. Midwest Plan Service, STRUCTURES AND ENVIRONMENT HANDBOOK,
ELEVENTH EDITION, 1983. Iowa State University, Ames, Iowa 50011.
13. Robertson, Barton, District Conservationist, U.S. Soil Conservation Service,
Asheboro, N. C. Personal Communication.
14. Safley, L. M., Jr., Ph.D., P.E., Professor in the Biological and Agricultural
Engineering Department, N.C. State University, Raleigh, N.C. FINAL
REPORT TO NATIONAL PORK PRODUCERS COUNCIL AND NORTH
CAROLINA PORK PRODUCERS ASSOCIATION - ENVIRONMENTALLY
SOUND MANAGEMENT AND UTILIZATION OF LIVESTOCK MANURE.
*= 9
yl�

15. Safley, L. M., Jr., Ph.D., P.E., Professor in the Biological and Agricultural
Engineering Department, N.C. State University, Raleigh, N.C. Personal
Communication.
16. Soil Conservation Service Guideline No. 359. WASTE TREATMENT
LAGOON. SCS January 1989, and other design guidelines.
17. Weather and Climate in N.C., Bulletin 396, Revised 1971, Agricultural
Experiment Station, N.C. State University, Raleigh, N. C.
18. Westerman, P.W. Professor in the Biological and Agricultural Engineering
Department, N.C. State University, Raleigh, N.C. Personal Communication.
19. White, Richard K., CONTROLLING ODORS FROM CONFINED
LIVESTOCK PRODUCTION FACILITIES, Publication No. AEX70,
Cooperative Extension Service, Ohio State University, Columbus Ohio
43210.
10

ENVIRONMENTAL ENGINES ING
SERVICES
Water a Wastewater • Sludge • Agricultural • Industrial Civil
January 11, 1995 O
NCDEHNR - Division of Environmental Management
Water Quality Section, Planning Branch
P. 0. Box 29535
Raleigh, N.C.27626-0536
[phone]
RE:Iagoon Design, Discussions and
Certifications for the New Swine
Effluent Lagoons at the Ed Johnson
Farm,. Windblow Location in
Montgomery Co.
To Whom It May Concern,
Please find attached. the following:
1) The original copy . of . the 'signed certification. form for Livestock Waste
Management plans,- signed by myself and. Ed Johnson. Attached to the form is a
vicinity map.
2) The original copy of the, signed' Livestock Waste Utilization plans, signed by
Angela Hill and Ed Johnson:
l -trust this information -fulfills Mr. 'Johnson's requirements for certification
pursuant to requirements listed in' Title 15A, NCAC 2H ..0217 (Animal Waste
Management). Unless otherwise requested,' this will be the only correspondence
to your office on the matter.
If there are questions or items I have not addressed please let me know.
Thank -you for your time in this matter.
cc: Ed Johnson .
enclosures
5647 N.C. HIGHWAY 211,. WEST END, N.C. 27376-9001 [phone]

K"44 - 4-14.0b
:SITE UTILIZATION PLAN" }
Producer:
Lacation:.�fi .. e &Aer vFf OW.U. 4 L %m A
Telephone: RIDS 1P73 - 78�
_.._
v F
Type Operation: --'rAO"ne. - Ajtoam
z
V m
�
�
D
r
Number of Animals: �ID�{ - w���n.
too
10
� fCapeclty)
_
z
Xz
O �
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 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 sage 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 exchanges 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
surFdce 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 faodity. 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
21LO217 adopted by the Environmental Management Commission.

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, ib, tons, etc.)
5&4 .- azumais X (amt-) waste/animaVyear = 3 v (a=.)
wastelyear
'11b+ -- - animals X _ DATH N. PAN/animal/year lbs. PAN/year.
(PAN from N.C. Tech. Guide Std. 633)
Appbring the above amount of waste if 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:
Tabie 1: ACRES OWNED BY PRODUCER P J
TRACT
FIELD
301E
i LBO. N
{ LBS. N MONTH OF ;
No.
No.
TYPE
I CROP R.Y.E.
]'PER AC.',ACRESIUTILIZEDI
APPL
I . AbI
S7S &4r
- r
016
100
,ZA
v '
100
!a.o
{ 207
J
7:�i!
Sb14,33
100
z.S.3
253
'1
a
IZ029
1100
ZSD
N/4
too
NIA
!OD
J4 i .r
in
TOTAL
I
v
} This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N mast heha„ on realistic ideid
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 19% the Coastal Zone Management 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.

WASTE UT11L TION . PLAN
bw MA -8 -P .
Table h ACREs
(Agree I wWe ad)aeent hobo= man be attwhed)
(Required o* If operator don wt awe
adegaae la W (see Required speeflasj .2)) rr
trtP� c
ITRACTIFIELDI SOIL
LBS. N
LBS. N
MONTH OF
No. ! No.
I TYPE CROP
I R.Y.E. PER AC.
ACRES
UTILIZED
APPL.
75 I i►►�i6
! _
E
4 i-n .s
t
tea"`
!
'
I
33
t
t Gg-75
.7b
$5
t
I I I
I I
TOTAL IA7.q-1
I
(a 9
• Set footnote for Table 1.
Totals from above Tables
LBS. N
ACRES
I u-nLiZED
Table l
Tabie 2—
TotW
-"ID
Amotutt of N Produced
Su us
NOTE: The Waste Utilization Plan most contain provisions for periodic land application
of sludge at agronomic rates. The sludge will. be nutrient rich and will require
precautionary measures to prevent over application of nutrients or other elements.

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by irrigation
FIELD
SOIL
APPLICATION
APPLICATION
No.
TYPE
CROP
RATE (I&rL
AMOUNT In.
:zAwc'
r
a.3
'D.34
�B
�Itu_
l
Nt
SB
�
�
d•�9
�
1
THIS TABLE IS NOT NEIr:DED IF WASTE IS NOT BEING APPLIED BY UMGATION, HOWEVER A SIMILAR TABLE
WELL BE NEEDED FOR DRY LrrrER OR SLURRY.
Your facility is designed for - I SD days of temporary storage and the temporary storage
must be removed on the average of once every �4 months. In no instance should
the volume of waste being stored in your structure exceed elevation .,►..
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
appikation rate prior to applying the waste.

1 0
WASTE UTILTION PLAN
NameofFarm:_ �AW . CgRAk__ Ai49A
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste uttiization 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 the new facility will require a new
certification to be submitted to the Division of Environment Management (DW before
the new animal are stocked I (we) also understand that there must be no discharge of
anim d waste from this system to surface waters of the state from a storm event less severe
than the 25-year, 24-bour storm. The approved plan will be filed on -site at the firm office
and at the,office of the local, Soil and Water Conservation District and wM be available for
review by DEM upon request.
Name of Facility Owner. . nkw �•f++tSs�l. ��.
(pl Pd t)
Signature: ate: • M • bd
�j
Name of Manager (u&&re■t &o. o%wr):
Signature:
Date:
Name of Technical Specialist: F. #^** &, A
Affiliation:
Address (Agency): ,227-.Q l m-A &L dt
7
Signature: Date: _,41.44D .

EXHIBIT A-8
*WASTE UTILIZATION Pup
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is -the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic, conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 3-93 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No pending should occur in order
to control odor or flies.
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. The potential for salt damage from animal
waste should also be considered.
Pages 8

EXHIBIT A-9
WASTE UTILIZATION BB�
RFQ _RED 8 LCIFICAT19HO
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop'or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells .
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly inton water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Pages 9

EXHIBIT A-10
WASTE UTILIZATION
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when then
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five ( 5 ) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina requlations.
;:, ,, Page: 10

EMERGENCY ACTION PLAN
Phone Numbers
DWQ: 91OL486-1541
Emergency Management System: M
SWCD: 91RM2-2700
MRCS: 91OL572-2700
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 water or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following arc some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
poss'ble. Suggested responses to some possible problem are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to Bern, to increase elevation of dam
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoflr
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate farther discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solids separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems or solid separators,
e. Repair all leaks prior to restarting pumps.

0 1 0
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks -possible action:
a. Dig a small sump or ditch away from the embankment to catch all
seepage, put in a submersible pump and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals
and fill holes and compact with a clay type sod.
c. Have a professional evaluate the condition of the side walls and
lagoon bottom as soon as possible.
1. 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 kill, or property
damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
£ Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
2. Contact appropriate agencies.
a. During normal business hours, call your DWQ(Division of Water
Quality) regional office: Phone - 910/486-1541. After hours,
emegency number: 919-733-3942. Your phone call should
include your name, facility, telephone number, the details of the
incident from item 2 above the exact location of the facility, the
location or direction of movement of the spill, weather and wind
conditions. The corrective measures that have been under taken,
and the seriousness of the situation.
b, If spill leaves property or enters surface waters, call local EMS
phone number - 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 910/576-6011 , local SWCD office phone
number 9101572-2700,and local NRCS office for advice/technical
assistance phone number - 910/572-2700.
3. If none of the above works call 911 or Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
4. Contact the contractor of your choice to begin repair of problem to minimize off -site
d=W p
a. Contractors Name: o =& c
b. Contractors Address: : S s, AC.Z7�sIZ
c. Contractors Phone: im - G73 - Ani

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
source Cause BMP's to Control htsect@ aft a Cft pracdm
Mich Quttsrs a AccumuhMon of sonde
PrFw.h "atom l6 designed and oparsbd
suffmWitly to renrova accumulated sends
erfrom gutters as daafni ed
Remeve brMgtng of accumulated sends at
dbctwp
Lagoons a pft. • Cntstad !!olds dmehitatn hgeerts, oft!" basins and
pits where post breeding Is appo. w. to
mtntmbt the cnwwv of and to a
depth of no more than 8 = 8 hcctm over
more than 30% of surface
Excessive Vegetath►e • Decaying vegatslfon VMWnbdn vapetstiva eonhol Wong banks of
Glow" logm and otter tmpoundnrert@ to prevent
accumulation of docayhq vegetedwe rnattar
Wong waterr@ edge on hnpoundrrrerrl s perlrneter
Dry Sysbmw
Feeder@ • Food 8plllage Lj Deslgn, operate wW mahrtafm load ry e hn.. (e.g.
bunkum and troughs) to mintmhs the
9futatlon of decallhtg wastage
clean up g9ft @ on s routlrra beats (e.g.. T .10
day hderval during summar;lti - 30 day Interval
wlrtbrrj
Feed Store" • Accumulstlono of feed Reduce molsture accumulation wtlhhr and
residue@ around lmm@ fk to perimeter of feed storage
areas by huutreo dndr age away from slte andlor
irovWmg Wuptete corrtWcm nt (s.g., covered bin for
brewers grain and shnNar high moisture
Wain products
❑ hrepeet for and rernove or hnwlc up eccumukded
@ends In Mim ebire @round feed storage an needed
AMIC - Havernbar 11.12e6. Pepe 1

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
source cal
Aw mP-s to t:«etuof am. iesqft P.
Anknd Holding • Accurnuhdons of antnrat ❑ Mimbrate low areas that trap nxftt a None f - ces
Awn waste and feed wastage and other locabow where weete accwnutads and
dEs-b by anI I Is minind
❑ Mandaln tone tows and fdtw straps around animal
fording Meta to mintmtzs accumulatlons of woad
(UL, !raped Tor and rarnme or brvalc up acaanuhtsd
sands as treaded
r1
Dry Manure Handling • Accurnubtlors of anknal
❑
Remove spllfage on a routh» bomb (lea, 7.10 days
Systems wastes
hasmal during wbom wits s manureb loaded for
had apptkadwt or dhpoeN
❑
Provide for adagwta drdrtege around manure
❑
stockpon
(rasped for end rernme or break up accinauhftd
. I - ow to fMw strips around stockplba and mom um
ItandCtq a»r as etMdad
For mws bdonnadon contact the Cooperative Exhmslon Somics. Department of Entm mlm, Box 7613. North Caroilns State thdversft,
Rid 10 , NC 271 WT613
AMIC - November 11, IM, Page 2
{

Swine Farm Waste Management Odor Control Checklist
Sonrrcc Cause DM11's to Minin lrc Vdor Site Speciric Practltes
Farmstead • S►vine 11tuduclion Ef Vegetative or wooded bufiers;
V�f tecommended best manngement practices;
Good judgment and common sense
Animal body surinces • Ditly manrne-covered animals Cl Dry floors
Fluor surfaces a Wet nlmnune-coveted flours Pr Slulled doors;
Qi( Waterers located over slotted floors;
8' feeders al high end orsolid floors;
Scrape manure buildup rrom floors;
WUndernoor ventilation rur drying
Ma1n111e collcction pits • Utine; eRequent manure removnl by flush, pit rechnrge,
I'mtini 1niclubhIl dccumpositiun or sct npe;
fa'Underrloor ventifnlion
Ventilation exhaust fans e Volatile gases; J2,0, Fait maintenance;
Dust 1511.1cient :fir movement
Indoor snrrnces • Dist Wnslidown between groups Urannnals; -�
deed additives;
e feeder covets;
00"reed delivery downspout extenders to rccder
covers
Hush lannks • Agilatiutn of recycled Ingoonn ❑ Flush tank covers;
liquid while tanks are filling p extend fili lines io ucar bottom ortanks with
anti -siphon vents
Flush alleys • Agitation during wasicivatcr fd' Underfloor flush wish underfloor ventilation
conveyance
Pit icchange puinls • Agilatiun urrecycicd lagoun p Gx[eltd recharge lines to near bottom of pits
liquid while pits are filling with anfi-siphon vents
Lift stations • Agitation during sump tank f7 Sump tank covers
rilling and Jrmvdmvn
outside drain collcction • Agitation during wnstewaler O Box covers
or jimctiun boxes conveyance
AMOC - Nuvcmbcr 11, 1996, i'nge 3

Source Cause UMI's to Minlutize Odor Site Specific i'rncllces
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; Pr
Proper lagoon liquid capacity;
• biological mixing; B Correct lagoon startup procedures;
• Agitation Er Minimum surface arcs -to -volume ratio;
Minimum agitation whclt pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigntion sprinkler • Iligh III Css111C agitation; rrigatc on dry days with little or no wind; T
nuvlcs . mina dliR Minimum recommended operating pressure;
fd''Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage lank or basin • Partial microbial decomposition; ❑ Boltem or midlevel loading;
surface • Mixing while tilling; ❑ Tank covers;
•
Agitation tvilcu emptying
❑
Basin surface mats of solids;
❑
Proven biological additives or oxidants
Settling basin surface
•
Partial microbial decomposition;
❑
Utend drainpipe outlets underneath liquid
•
Mixing while ruing;
level;
•
Agitation when emptying
Cl
Remove settled solids regularly
Matlure, slurry or sludge
Agitation when spreading;
❑
Soil injection of slurrylsludges;
spreader outlets
Volatile gas emissions
❑
Wash residual manure from spreadcr aver use;
❑
Proven biological additives or oxidants
Uncovered manure,
Volatile gas emissions while
Cl
Soil injection of slurry/sludges
slurry or sludge on Ccld
drying
❑
Soil incorporation %viddsi 49 ltrs.;
surfaces
❑
Spread lit thin unifonn layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals
Carcass decomposition
Proper disposition of carcasses
Dead nuimal disposal
•
Carcass decompositiun
Complete covering of carcasses in burial pils;
pits
R /!'roper locatidn/construction of disposal pits
lucinerators
Incomplete combustion
❑
Secondary stack bunters
Al' November 11, 1996, Page 4

Source Cnusc I1M1's io A'Einlntlze Odor Me Specific Prntlltes
Slamling water mound frnpl aper drninngc; Glade and landscape such that water drains
facilities . Microbial decomposiliun or away From facilities
organic matter
Mmunc Irackcd onto + l'ourly maiulained access runds 0 l7nlm access road rnaintenance.
public rands frum farm
aCCCSS
Additicmal lurorrnaliclrr :
Available From :
Swine Manure Mallage111Cl11 : 020U ItulvAIMP Packet
NCSU, County VNIC11sion. (.enter
Swine Produclion I'nrin Pa1C1111al Odor SVWCCs and Itemedics ; EBAE 1-net Sheet
NCSU - IIAIi
Swine Pfadnclioll Facilily Ma11ule Management: Pit Recharge - Lagoon's rentlncnt ; I-BAL? 128-88
NCSU - DAli
Swine Production Facility Manure Management Underfloor Flush - Lngaun Trentlnenl ; L:IIAE 129-88
NCSU - IIAE
Loponn Design and Management for Livestock Iyinnure Trealmenl rind Slornge ; II-DAE 103-83
NCSU - DAC
Caublation of Maunre and Wamimntcr Application Ecplipmenl ; 1:UA' I-nd Sheet
NCSU - DAE
Controlling Odors from Swine Buildings ; 11,111-33
NCSU - Swine Extension
Environmental Assurnnce program ; N1111C Manual
NC Pork Producers Assam
Options for Managing Odor; n report train the Swine Odor Task Force
NCSU Agri Commsnllealinns
Nuisance Concerns in Animal Manure Management: Udors and Flies ; PRO147, 1995 Conference Proceedings
Florida Coapermlive L•xlension
L&J,
AMOC - November 11, 1996, Pnge 5

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

OPERATION AND MAINTENANCE PLAN
PROJECT/FARM/FACILITY #
DATE: -,ZD
A visual inspection of the waste storage pond or lagoon will be performed
at least twice a year. The inspector should check the condition of the dam
and the emergency spillway. The inspector will need to look for signs if
slope failure and seepage on the back slope and the toe of the dam. Also, a
very close look will need to be made to check for signs of damage due to
varmint (ground hogs, muskrats, etc.) burrows. A visual inspection should
be made after heavy rainfall events to ensure that the structure is not
experiencing erosion rills or gullies. Any problems found should be brought
to the attention of the technical specialist for repair recommendations.
The waste storage pond or lagoon will need to be mowed twice a year. All
eroded areas shall be repaired and stabilized. Areas that do not have an
adequate ground cover shall be reseeded to provide a vegetative cover
sufficient to restrain erosion. the dam and all constructed slopes will
need to be fertilized annually with 500 pounds of 10-10-10 per acre or
equivalent.
A permanent waste storage pond or lagoon marker will be established and
maintained in the waste `�pool. The maximum liquid level marker should not
exceed elevation �.(,,,�.�'fd�,�► to . Daily lagoon level records should be kept
on an appropriate form.
Maintain all waste handling equipment in accordance with manufacturer's
specifications.
All waste application shall be completed in accordance with the waste
utilization plan. The waste storage pond or lagoon will be pumped at the
end of each design storage period ( days or 0_months) or as
needed due to excess rainfall.
All surface runoff is to be diverted from the lagoon to stable outlets.

IE
OPERATION AND MAINTENANCE PLAN
PROJECT/FARM/ FACILITY # &2 - I1Z
DATE: 2. _27
A visual inspection of the waste storage pond or lagoon will be performed
at least twice a year. The inspector should check the condition of the dam
and the emergency spillway. The inspector will need to look for signs if
slope failure and seepage on the back slope and the toe of the dam. Also, a
very close look will need to be made to check for signs of damage due to
varmint (ground hogs, muskrats, etc.) burrows. A visual inspection should
be made after heavy rainfall events to ensure that the structure is not
experiencing erosion rills or gullies. Any problems found should be brought
to the attention of the technical specialist for repair recommendations.
The waste storage pond or lagoon will need to be mowed twice a year. All
eroded areas shall be repaired and stabilized. Areas that do not have an
adequate ground cover shall be reseeded to provide a vegetative cover
sufficient to restrain erosion. the dam and all constructed slopes will
need to be fertilized annually with 500 pounds of 10-10-10.per acre or
equivalent.
A permanent waste storage pond or lagoon marker will be established and
maintained in the waste pool. The maximum liquid level marker should not
exceed elevation Daily lagoon level records should be kept
on an appropriate form.
Maintain all waste handling equipment in accordance with manufacturer's
specifications.
All waste application shall be completed in accordance with the waste
utilization plan. The waste storage pond or lagoon will be pumped at the
end of each design storage period days or _ l months) or as
needed due to excess rainfall.
All surface runoff is to be diverted from the lagoon. to stable outlets.

rA?,
16"s
ALF

CANDoWTROY RIM P• 1-7 GREEN RD. D4 SEDBERR
aM M awpKr U tq ' ;x' - CAPEI " GS GREENTOP FtM D•• SHADY 0,
p CAPE E-66 GRWM FARM RQ D-7 SHAMRO(
CAR�RRpE G6 GRL480M R0. BI SHILOH C
1�5 HA1NE8 RD. G•• SHILO14 Rf
CC CAMP RQ Pr7 HAITHCOCK RQ H4-4 SHOE FAC
t•�I
CEDAR CREEK RD. R4-7 HALLYBUR'TON RD. Ea+i.6 SLEEPY H
FMW Ri ':,M CENTER MB'THOOIBT CK RM 34 HARM AM 044 SMALLRC
ALLAY 7 % c - CENTER BAPM CIL RM F-74 HAYWOOD AM G-4 SMTTN FA(
CK""LL AM F-7 HEARNE FARM RIX F►3 4 SM Frl4 LAI
■r ' "` CHARLOTTE OR. 8-24 HK:KS A0. E 4 SMMj DR
iGgF k' p '•fir: CHICKEN FARM RM D•/ HILLV19W ST. E-7 SPIES RD.
CHIP RD. F-5 HOGAN FARM RD. C4)-7 SNVEY RC
AM CL-AYOLA DR. 0-7 HOLLY HAABOA TR. P4 SFRINGW-
•wS "• +
,n=7z. COCHRAN RQ D-7 HOLLY MIDUNT CH. RD. A" STANBAC
ALT. C OGGINS IWH RD. S4 HORSESHOE BEND R0. 0-" STA"KE
22 ,J ' COGGINS AIM D4 HURLEY DAIRY AM 04 TEED RM
�r � L if i 3 _. COLS RD. E-7� HURLEY FARM RIM&ba STONHY F
CAFfLw Pa20
t? s 1. COLS PDTTBRY AM 8-7 HYDRO RQ W STRAND C
COREETT AD. Dd INGOLO RM H-3 STRIDER F
O�LIi 1�� t CORRELL RD. 04 JORDAN LUMBER OR, P•4 SUBSTAT
MNK ,,, •k•a �f•.. COTTON CREEK RQ a7 KINGRM. B•7 SUGAR LC
WmMAaY F�YY•KR 211 COUNTRY CLUB OR " DIKE POREBT OR. W2 SUGGS RC
• 1 • • �p ■ ', + .L',' COUNTY LINE RD. H44 L AXE SHORE OR. 54 SULPHUR
COY RM E-7 LANDFILL AD. EA SWAN RD.
CROSS ST. Ed LEGRAND ROL IiJ TABERNA,
�pY,; ;�, ,ti.' CURRR: R0. E-F4-7 LEJdONDB L7RY WALL RQ D4 TALC MgNE
• • taJ R L ; a� �RtNG& DAIRY AD. D-E4 LEMONS AD. Es TEDDAR F
■R�T�j� :?� 4� DAN ROLC-4 LESLIE ST Dd TEDDER C
• �I x; LEWIS R0. P•64 THAYER R
Fp,}+v+ Y k • '"� •N"Y ' ,� . LIBERTY HILLCK RQB-
D•• 7HICKERY
LAYS BRIDGE RD. M THOMAS F
1tls7 fir'�� �y x LOVE.IOYRD. BDd THOMASV'
• • `e r t'' - x �`.' sy;� LOVING HILL RQ Fdi6.7 TLLERY D
LOW WATER BRIDGE RM, 8444 TOWER RC
• 1 • • •LA1fRlR / max -.. '_% . 1, LUCAS ROL TOWN CRE
>AOi R0. d "7 , MABB AIM CA7 TROY -:AP
MANESS RD. 9L6 TUCKERT(
• • y�i '.r' t'-' �•', MARTIN AM 0-8-7 UND ROW
• • 73' MASK RD. (13 UWHARRIL
ar # Mts,AULEY FARM RD. $74 VALLEY V1
ypNpNLtOM A4 +.• "' . i, MCHMOE LUMBER RIM C:7 VESTAL R(
..'•!; u.' MICALLUM POND R0. R7 WADEVAJ-
�j MCCALLUM AD. F•67 WALLACE
M CCASKILL RQ E41-7 WARNER F
MCIEOD Oft Ej WARNER F
MCAAE RD. Fa WHISKEY F
MONTOOMERY SHORES DR B•3 WILLIAMS(
MORGAN RQ W4 . W LUAUS('
• r g , MO1 1--" WIND=
raN1w•peu
iNpLANTAIN { ^ a MOUNTAW GROOVE CH. RQ 04-7 WOLF CRE
GRer• .
MT. CARMEL R0. H-7 WOODRLIN
WE CARMEL CH. R0. 6-E4 WOOD YAF
t� 20 MULLIMC RD. Ca WRIGNT RC
!!, NANCE FARM RD. D$4 YANK RD.
• NELSON STORE AD. " YARBOROI
►'
pOtee ye �� NEW HOPE CH. RM M7 MON CH. R
AM e
T..��
5'- * :sr .,fix _ ` �I" = s• ,
7
.. ice. �'-11?`i:..�.,5.'. •'' ..�,i�' f�`,y'•
'I�IIw+•r�rl��■
1
1 CITW TM
1
L
1
1 reDr•�wMtmwar-
srAll"»�I
CITY
IlandoloirAi ut".
BLRNfT'Td et • TROT
C•a
Uttilw Company,'
lqc.
BUFOM TR ar. • TROY

1 7-4 1

3
_� w

0.75 inch Application (2,5 ib Nitrogen / 11000 gllons)
Zone
Pull
Length
Effective
Length
Travel
Speed
Hours/
Pull
Wetted
Acres
Appl.
Amounts
Gallons
Per Zone
Nitrogen
Per Acre.
1
400'
500,
1.6 ft/min
4.5
2.30
0.75 in.
39,150
50.91bs
2
350'
450'
1.6 ft/min
4.0
2.07
0.75 in.
34,800.
50.9 lbs
3A
450'
550,
1.6 ft/min
5.0
2.53
0.75
43,500
50.91bs
3B
830'
930'
1.6 ft/min
9.0
4.27
0.75 in.
78,300
50.91bs
4A
460'
560'
2.0 ft/min
4.2
1.48
0.75 in.
23,688
50.91bs
4B
460'
560'
2.0 ft/min
4.2
1.48
0.75 in.
23,688
50.91bs
MNQ
RECEIVEDV ted+o^ 5,ed0l
Aq
V

IRRIG::jION DESIGN
ED JOHNSON.
EN�
TW MAP HM BM91 PWARM RAM OM TIM A= MAP MfIOYMM BYrrM
OWM M MD WrrH MBASUR®MMM TAM 21 TIM M M. IT N CDM§CT
TO nM BEST OP MY KNOWLMXM AND BII18P.

.END
YDRANT LOCATION
MAIN LINE
jFFER
MUST BLOCEM�G
I,
f
NO 1) THRUST BLOCEM SHALL U PROVLDBD AT ALL BL'1= TM DW
ENDS AND OTHm g%CLAL. ffrMOS WMCH MQUIRS RES,TRA2CM-
Z) MAINrUn PIPE Alm LATEMAL SHALL BE 4' PvC CLASS i4o AND 3' Aim r
AND SHALL. BE BURMD TO HAVE AT LEAST 3 FEET OF CDYBL
>) AN Am REuEF VALVE SHALL LIE INSTALLED AT THE END OF THE UMAT
HYDRANT 4.
WOODS
+++�iiass�sst:.r
CAR p4/ �i .,
,.......
sc-
vi
t qL
. =
12273
��.j�1 ""�:
f0YDaAO�++`
Prepared by: M. Floyd AdMM.LL
Date: December 4. L997,__

COMPUTATION SHEET
NRCS-ENG-523A Rev. 10-97
9Y
DATE
-" V
U. S. DE�ENT OF AGRICULTURE
NATURAL WSOURCES CONSERVATION SERVICE
CHECKED BY I DATE I JOB NO.
V/' ,ib LaAVVA -'Z
SHEET OF

0.50 inch Avolicatio (2.5 lb Nitrogen / 1,000 Sallons�
Zone
Pull
Length
Effective
Length
Travel
Speed
Hours/
Pull
Wetted
Acres
Appli.
Amount
Gallons
Per Zone
Nitrogen
Per Acre
1
400'
500'
2.3 ft/min
3.2
2.3
0.50 in.
319227
33.9 lbs.
�?
350'
450'
2.3 ft/min
2.9
2.07
0.50 in.
289104
33.9 lbs
3A
450'
550'
2.3 ft/min
3.6
2.53
0.50 in.
349350
33.91bs
3B
830'
930'
2.3 ft/min
6.3
4.27
0.50 in.
573,974
33.91bs
4A
460'
560'
3.0 ft/min
2.9
1.48
0.50 in.
20,094
33.91bs
4B
460'
560'
3.0 ft/min
2.9
1 A
0.50 in.
209094
33.91bs
5A
r�
800'
900'
2.3 ft/min
6.1
4.65 -
0.50 in.
63,133
33.9 lbs
5B
800'
900'
2.3 ft/min
6.1
4.65
0.50 in.
639133
33.9 lbs
6A
550'
636'
3.0 ft/min
3.4
1.70 ,
0.50 in
231,081
33.91bs
6B
800,
886,
3.0 ft/min
4.8
2.34
0.50 in
319,770
33.91bs

0.35 inch Application L2.5 lb Ni en / 1000 gallons}
Zone
Pull
Length
Effective
Length
Travel
Speed
Hours
Per Pull
Wetted
Acres
Appl.
Amount
Gallons
Per Zone
Nitrogen
Per Acre
1
400'
500'
3.3 ft/min
2.4
2.3
0.35
210859
23.81b
�2
350'
450'
3.3 ft/min
2.1
2.9
0.35
199673
23.81b
3A
450'
550'
3.3 ft/min
2.6
2.53
0.35
249045
23.8 lb
3B
830'
930'
3.3 ft/min
4.5
4.27
0.35
409582
23.81b
4A
460'
560'
7.5 ft/min
1.4
1.48
0.35
141,066
23.8 lb
4B
460'
560'
7.5 ft/min
1.4
1.48
0.35
141,066
23.8 lb
5A
800'
900,
3.3.ft/min
4.4
4.65
0.35
449,194
23.81b
5B
800'
900,
3.3 ft/min
4.4
4.65
0.35
449194
23.81b
6A
550'
636'
7.5 ft/min
1.6
1.70
0.35
32,314
23.81b
6B
800'
886'
7.5 ft/min
2.1
2.34
0.35
22,239
23.81b

Ll
FORM IRR-1
Farm Owner
Irrigation Operator
Lagoon Liquid Irrigation Fields Record
For Recording Irrigation Events on Different Fields
J.� P' -71
'r. P
EXHIBIT E—S
Facility Number I XXXXX - XXXX
Tract #
Field #
Date
d r
Crop
CType
Field Size
(02MS)S12dnklers
Irri ation Time
Number of
OyeEWa
!
rkw
!
A'Wj V, Im
&W
V
Alvd.r.
d-W .r.
$4V
1
A".",, M
&V
it2
a-ao..r.
No
1
rAW
2
x&-j J, figs
8&-M i
J1
d.%VA.r.
QV
!
2
If" AV, IM
N. -A
if
8:01.r.
J.A? .r.
41"
!
2
A"J7, lusts
s/
8.4v..r.
fm
1
Thor
1
A' sr, NW
C,-.
,r2
a.W....
e, on ..
60
r
!
A' 21, Im
('.rx
J2
d.iwcw.
7.A7 .r,
eea
1
!
or I2, AW
4.
J2
d,aor.r.
vrffi .r.
AN
Tuts
2
A01, rises
N.—A
J!
n.-ay. .r.
No
1
2
402, M5
8&%wA
51
n.-W...
41"
1
2
J.,.J, Im
d.,- .
it
J,-0n .r
rz:wa.r.
NO
1
2
Jsa 1, fiW
B"WA
J1
J, A7 r
/I.�7e r,
NO
!
5,,00 r
7.Js r.
r5s
1

L
FORM IRR-2
Tract #
Field Size (acres) = (A)
Farm Owner
Owner's Address
Owners Phone #
Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tmw
Field #
I
.fr
rT.
11ll�ayrrPir!
ACtriw
4�RS�Gffff
EXHIBIT E-6
Facility Number )cXXXX - XXXXX
Irrigation Operator Aw
irrigation Operator's mhla? Paw
Address P A'Omff
Operator's Phone # mas4fff
From Waste utilization Plan
Crop Type . Recommended PAN fm
Loading Ob/acre) = (13)
1) 2) 3) 4 5 (5) 1 11
Data
mnkkvyf
kdpoon
Waste Anslrsis PAR
(1b(1000 gaq
PAN Applied
MAX")
[!ice
Nib OW Baku= �
(brm°)
(s1 (10)
stad Time
End Tpne
TOW
M<nule!
R of sp wdws
Opemf�9
Igo)
TOW Vokffm
N )
(6) " (5) " (4)
V0b=
per Aae
(98vme)
Q
A
a/ayks
&V
r
fm
Haan
arso
zr
ar.v
of
J/Xkr
amejr
s40..,
0V
fm
rrrav
=0
Zs
13.1
e5.0
41AjIV
AMC&
E.f17.K
do
!
4ra7
2YQaV
ffx
T.d
a's
4W
S VAS
d.{VC.
7,d1 •w
&V
!
faf
AwaV
ALSO
is
X..E
M.e
s/I1t
808.w
&V
!
fW
",Vx
tojW
is
Ad
0.0
Crop Cycle Totals tzdoan
Owners signature
Certified Operator (Print)
Operator's Signature
Operators Certification No.
o
�n
l NCDA Waste Ansylysis or Equivalent or NRCS Estimate, Technical Guide Section 633.
r Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

14J
�,," -
Xa
FORM IRR-2 Lagoon Irrigation Fields Record
One Form for Each Field per Crop Cycle
Tract #
Field Size (acres) = (A)
Farm Owner
Owners Address
Owner's Phone #
r= Field #
:
.rr
fzrrY.yrt:r!
R'CI�sH
9I9,ld5-If##
EXHIBIT E-7
Facility Number XXXXX - I xxxxX
Irrigation Operator 46404
Irrigation Operator's -zthlmvA W
Address N""
Operator's Phone # 9v%z"flf
From Waste Utilizatlon Plan
Crop Type &.AAV Recommended PAN
Loading Qblacre) = (B)
(1) (2) (3) (4) (5) (6) Cll M
F'y77-
(M
r1m
n n
dat
"p7�
hrigattan
Waste M*ws PAN'
(t h000 1;80
PAN Applied
(U—)
Im _ m
Iwo
NUropan atbnoer
M -110)
Start Thee
End Tame
Total
Minutes
(3) - (Z)
or 5prtrilders
op -a"
now Rate
(DaNndn)
Tatty Votwne
f9 s)
(6) " (5) " (a)
%Rine
;w Aae
(9� )
t/I�Rr
Aw"
10 r
f"
!
ka
hsd [ttp
HN
I.S
fi.S
Rv s
AM"
J,Q7 ,w
AN
f
fx
rW AV
Sf19
45
l!7 S
r1JA
1fI!/S!r
d.Q9ur
1,I0 •w
fm
!
fx
10,,av
S✓6r
IS
fi.9
Al00
rrn -
s6a
!
#cn
rffew
flits
rs
n-6
.rras
4/J�Sir
S.Q1 r
IFWdw
QV
f
fx
rWav
SM
24
V.$
Me
J�H
llditr
Sf0
!
fx
21 ex
AM
I,S
!f.#
"..6
4/f/Rr
1A7 .w
rldi�.�
Sfo
/
fx
1rd dtb
6Ard
I.S
A.f
1Y».I
�t6
!-,V
7.33.r
IJ`f
r
fW
61,AR7
I=
F..S
5.0
my
Crop Cycle Totals im?aro
Owners Signature F1
Certified Operator (Print) ij1b p
Operators Signature �,. F+j
Operators Certification No. d127
1 NCDA Waste Anaylyals or Equivalent or NRCS Estimate, Technical Guide Section 633.
2 Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.

T
O�o� W q rlzpQG
r
❑ 'C
Hoke Livestock Farm LLC
Naked Creek Farm
P. O. Box 1559
Raeford, NC 28376
Dear Hoke Livestock Farm LLC:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Enviranment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 29, 2005
Subject: Certificate of Coverage No. AWS620012
Naked Creek Farm
Swine Waste Collection, Treatment,
Storage and Application System
Montgomery County
In accordance with your Notification of Change of Ownership received on July 26, 2005, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Hoke Livestock 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 Naked Creek Farm, located in Montgomery County, with an animal capacity of
no greater than an annual average of 7104 Wean to Feeder swine and the application to land as
specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to
Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are
unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2009, and shall hereby void
Certificate of Coverage Number AWS620012 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 keeping
and monitoring conditions in thispermit.
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.
q,hlCaro na
r�
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer service
Internet: http://h2c.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal OpporlunOy/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply 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 AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Montgomery County Health Department
Montgomery County Soil and Water Conservation District
APS Central Files (Permit No. AWS620012)
AFO Files

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 REGEIVED
Edward Johnson OCT 15 2094
Naked Creek Farm
475 Tall Timber Dr. DEgR,fAYEI1E1lILLEREGIOMLME
Pinehurst NC 28374
Subject: Certificate of Coverage No. AWS620012
Naked Creek Farm
Swine Waste Collection, Treatment,
Storage and Application System
Montgomery County
Dear Edward Johnson:
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 11, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Edward
Johnson, 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 AWS620012 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 Naked Creek Farm, located in Montgomery County, with an animal capacity of
no greater than an annual average of 7104 Wean to Feeder swine and the application to land as specified
in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keepinl�
and monitoring conditions in this permit.
Aquifer Protection Section -Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 One
NorthCarolina
Phone:[phone] / FAX:9t9-7lU588 / Internet: h2o,enr.state.nc.us
An Equal OpportunitylAffirmative Action Employer - 50% Recyctedl10% Post Consumer Paper Natunally

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary, Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply 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
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,
v
�de /--. -
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
Montgomery County Health Department
Montgomery County Soil and Water Conservation District
Permit File AWS620012
APS Central Files

Animal Waste
RECEIVED
APR -13 2000
Name of Farm: S=LTEVILLE Facility No: 62- 44�-
Owners Name: �d Phone No: o7 .a rr'tong
Mailing
Farm Lc
County Farm is located
Latitude and Longitude: _11 AL;�, ib / -3S P, _!�[, Integrator: C. vrplls Araft&
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): t 13 f 0,.Ak
rr .- e1 S2 mats
e.t SR I 7 `ors i�d� -r,, j -gA4 3/( rti k.. Z;;,R i s a ti r 4Af r. �
Operation Description:
,Type of Swine
gwean to FeederUpAf
No. of Ani is
❑ Feeder to Finish
❑ Farrow to Wean
Q Farrow to Feeder
-3 Farrow to Finish
G Gilts
D Boars
Type of Poultry No. of Animals Type of Cattle No. of Animals
Cl Layer ❑ Dairy
O Pullets O Beef
Other Type of livestock: Number of Animals:
Acreage Available for Application:. Qpl. 4-1 Required Acreage: It. y
Number of Lagoons I Storage Ponds : Z Total Capacity: R& f Cubic Feet (ft3)to `
Are subsurface drains present on the farm: YES or 51 (please circle one) j
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. 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 ihere must be no discharge of
animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the
application of animal waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be
minimized using technical standards developed by the Natural Resources Conservation Service. ' The approved plan will be
filed at the farm and at the office of the Iocal 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
13
Date: '4- 4-bb
Name of Manager(if different from own ):
Signature: Date:
AWC -- august 1, 1997

C'
Technical Specialist Certification
As a technical specialist designated by the North Carolina Sail and Water Conservation Commission pursuant to 15A
T' NCAC 6F .0005, I 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
•y (DW as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (MRCS) and/or the
North Cuolina Soil and Water Conservation Commission pursuant to 15A NCAC 21-L0217 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 cm -location (SD, SI, WUP, RC, n, the technical specialist should only certify parts for which they arc
technically competent,
II. Certification of Design
A) Collection. Storage, Treatment Svgem
Check the appropriate box
U Eristir g faciligr without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
Ci New, expanded or retrofitted facility (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):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Anulicadon Site (VVUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crap is
suitabke for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print):
Affiliation_ !v _ Date Work Completed: J?wW 4"I'M
Address (Agency):7%.6 & A737 Phone No.:slD%57�•a7CD
Signature: Date: -4.Db
C) Runoff Controls from Exterior Lots
Check the appropriate box
Facility without exterioE lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Q Faci 4tv with gsxdor_l= (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 MRCS.
Name of Technical Specialist (Please Print): tea.*!!�S 9. 12gItt
Affiliation Date W
Address
Signature:,
- `AWC -- August 1, 1997
.s•
2
Completed: ,
Phone No.: IV157.2 •276D

D). Application and Handling Equipment
Cheat the appropriate box
Existing or eznw anding facility with exigtiDg waste application egllipMent ( UP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
0 w waste Uplication eguil2ment for Zrav ' (I)
Animal waste application equipment speed 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).
y1, New. expanded. or existing facility without existing waste application equipment for land 5pregWinl3ol-using
�prav irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for tinting of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). I
Name of Technical Specialist (Please Print): _+'�I I �•
Affiliation 06S Date Work Completed: I2-4
Address
Sionamn
to No.: 9/PA7.Q ,;M
• 4-A%AD
E) Odor Control. Insect Control. Mortality Management and Emergency Action Plan (SD_
SI. WUP._RC or D
The waste management plan for this facility includes a Waste Management Odor Control Checklist. an Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete -and can be implemented by this facility.
Name of Technical Specialist (Please Print):= 1&t!s I k-1nk`fbrt
Affiliation �('S �^ Date Work Completed:46J Al-4-0
Address (Agency) _0 t Phone No.: /,0- 0
Signature: Date: �� 4 `bD
F) Written Notice of New or -Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farsu that begin construction after June
21,1996. If the facility was built before June 21,1996, 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 106-805. A copy of the notice and a Iist of the property owners notified is
attached.
Name of Land Owner:
Signature- Date:
Name of yfanager (if different from owner):
Signature: Date:
AWC - August 1, 1997 3

III. Cerhj-ccatfon of Installation
A) Collection Storage, Treatment Installation
New. exi2anded or retrofitted facility (SI)
Animal waste storage and tre=ent structures, such as but not limited to lagoons and ponds, have been installed
7=_ 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):
Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
The cropping, system is in place on all land as specified in the animal waste management plan.
L1 Conditional Approval: all required land as specified in the plant is cleared for planting; the cropping system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is
appropriate for compliance with the wasteudlization plan.
Q 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): c &t3 l tf�tri b►l __ _
Affiliation Date Work Completed:
No.: 9iojsVa a7W
a/-Al'DD
This following signature block is only to be used when the box for conditional approval in III B
above has been checked.
i (wee) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan,
and if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. i (we)
realize that failure to submit this verification is a violation of the waste management plan and will subject me (us) to an
enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
August 1, 1997 4

C) Runoff Controls from Exterior Lots (RC)1�-
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been- installed as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handling Equipment Installation (WUP or 1)
Check the appropriate block
Animal waste application and handling equipment specified in the plan is on site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in
the contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
J Conditional approval: Animal waste application and handling equipment speed in the plan has
been purchased and will be on site and installed by (month/day/year); there is adequate
storage to hold the waste until the equipment is installed and until the waste can be land applied in
accordance with the cropping system contained in the plan; and calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan. I _
Name of Technical Specialist (Please Print): f f jeh
Affiliation_rA945 _ —Date W
Address
Signature
r
Completed:_ NNW a-Al-9?
No. IWS2780
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Mine of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
E) Odor Control. Insect Control and Mortality Manaaement(SD. SI. WUP, RC or I?
Methods to control odors and insects as specified in the Plan have been installed and are operational.
mortality management system as specified.in the Plan has also been i ed and is operational.
Name of Technical Specialist (Please Print): `Qax E7- ?
Address (Agency):
Signature:
_rr Date Vork Completed: $.4-1
�-fl N • _Q737t Phone No.:101-17Q -A70
The
AWC — August 1, 1"7 5

r. _ :oy_: _ J�
Please return the completed form to the Division of Water Quality at the following address:
�. Department of Environment, Health, and Natural Resources
Division Of Water Quality
Non -Discharge Branch, Compliance Unit
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy
in your Saes with your Animal Waste Management Plan.
i-
r - n} !Vt, eS .Aft �.ri.�-t��f�p ! ♦
,
V'�y,•�5 r
y
' AWC -- Augwt I' Ii71.
'
�(J���r' Ys ;t J1 15 lt`r
�1
Y
t•
5'�'Y��l •'�}`Pe�
y�:
'h:..+. •�Y •i4.i:.� /�•....;'�.':1aFl:.na.,A.. Cfi1 �.�^: �C'
y'.
'.! .. r9r

,y'cchnical Specialist.CertificPtion
�. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I 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 214.0217 and the USDA -Natural Resources Conservation Service (MRCS) and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC M0217 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, SI, WUP, RC,I) the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Coilec ion, Storage. Treatment 5SItem
Check the appropriate bax
(t,y Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
()
ltw. maanded or retrofitted facility (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.* 1
Name of Technical Specialist (Please P ` ,N g 6MIWI„7
Affiliation: / ''L F°��:q +vate Work Completed:
Address(Agency) P � 4(b
. A � /L.0 � � ,one Na: 9I0- y'941 /G
Signatures' 1 % :' 7 Zatd: _ 41-
B) Land,Ag2licatio tte [WUPr i++tt,;2110 `
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): JP wA4:L:>
L . 44o ebct, a,4
Affiliation:C,,..
Date Work Completed:Raitiz lz l;
Address (Agency): p.o . Ban Ss�, wga3raw N. C. -78 $
Phone No: 10 z33 - 3434
Sib afore:-�_
Date: I z
C) Runoff Controls from Exterior Lots
Check the appropriate box
(� Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
O Facility with exte�or lots (RC)
Methods to minimize the run off of pollutants from lounging and Leavy use areas have been designed in accordance
with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):
Affiliation:e�c Date Work Completed:
Address (Agency):?... & Y- SS , C z9 B Phone No.: q l o343fi-
Signature: 11Date:
AWC — August 1. 1997 2

M. Certification o=�J-taUation
raA) Collection. Ston,:[ tmtaligtignn a'
ewe d (Sn
Animal waste storage and treatment structures such as but not limited to lagoons and ponds, have been installed in
accordance with the approvers plan to meet at exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please P '��
.pl�f•••�; / �i�rh�.�7 , �'•
9 �C,
Affiliation:t/�1C / �I •aeL�r J d
��•� I�te Work Completed: A rr��9 Mpg
� Phone No.: _Address(A ency): Ga X el 9/o Lf �
-
Signature: 'lj �' .,.�,�=�•'Pz�ate: loZ - If'
B) Lad l'cntt (W[TP)
Check the appropriate x
(/ The cropping system is in place on all 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:
/�lAcrW yr
Address(Agency):p o j,,x 8 8 Phone No.: Qro
-293 -34- 34-
5ignature:� Date: lZI-A41,97
This following signature block is only to be used when the box for conditional approval in M-B 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 completion 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

Rvl54 - - 4-4-DD
WASTE UTILIZATION PLAN
Location:-.'�9� 01-� CaAdr Off 14)W60 fg- fiU 4•MX A —
Telephone: 9/0 / l73 - 7$2S -
Type Operation: ,—'!rio,toAc - A!J—s
Number of Animals: _ 7IDI—
(1)"'go Capaeity)
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 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 sage 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, Ieaching potentials, cation exchanges 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 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 iacdity. 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.

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year {gallons, M, tons, etc.)
animals X. /I l (amt.) waste/animal/year (amt.)
�rD _ animals X . A _ lbs. PAN/animal/year lbs. PAN/year.
(PAN from N.C. Tech. Guide Std. 633)
Applying the above amount of waste if 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
MI -
Emu
41�.
!'�' ar�1
.��. .
�.Ir� ..L r..��
■ J `
Im
-�
:� �
ter...
���:?Cti(.���
�1... � r•.��
MR.
■ice
:
���a�r.���*
,
-al
' 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 bemessed on maliatic yidd
NQTE., The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 19% the Coastal Zone Management 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.

WASTE UTILIZATION . PLAN
F.
Table 1: ACRES
(Agreement % th aQaeeat kadowner must be attubed)
(Required only If operator does not own
adequate Iaud (See Required Speti6eation 2))
ill
r"�L''®�W•`
_
iv.
* See batnote ror Table t.
Totals from above Tables
LBS. N
ACRES
UTILIZED
Table 1
,147
,M2P
Table 2
-
-
Tatai
A7.47
s&w
LA�ount of N Produced
:tub
Surplus o
o
NOTE: The Waste Utilization Plan mast contain provisions for periodic land application
of sludge at agronomic rates. The sludge will be nutrient rich and will require
precautionary measu res to prevent over application of nutrients or other elements.

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
FIELD
SOIL
APPLICATION
APPLICATION
No.
TYPE
CROP
RATE InlHr
AMOUNT In.
K 1r
Zpac
!
D.3
I 04
h -
'D.31
3
`
b•3L
8.50
SB
�
D•3i
TB7aTABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WUL BE NEEDED FOR DRY LrITER OR SLURRY.
Your facility is designed for 1$D days of temporary storage and the temporary storage
must be removed on the average of once every _42 months. In no instance should
the volume of waste being stored in your structure exceed elevation 1-4, 'tiom `.tom P.M .
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 m determining the amount per acre to apply and the proper
application rate prior to applying the waste.

WASTE UTILIZATION PLAN
Name of Farm: N AKU CP9k_ rAAR
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of the new facility 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 waters of the state from a storm event less severe
than the 25-year, 24-hour storm The approved plan will be filed on -site at the farm office
and at the.offce of the local Soil and Water Conservation District and wM be available for
review by DEM upon request.
Name of Facility Owner:
(Flame Print)
Signatu re:
,q.Af §j>
Name of Manager (If different (Prom owner):
Signature:
Date:
Name of Technical Specialist: JQthtr(�
Affiliation:
Address (Agency): . ,Z.Z 7- .D A►A 114w ,1�:
7
ho tc. l0 oil
Signature: Date:�•Da

•f :.t . ,c:`" . EXHIBIT A-8
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
x. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal, waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 3-93.-Filter Strip)
S. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed -the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
-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
�k. a manner that the crop is not covered with waste to a depth that'
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: a

EXHIBIT A-9
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop*or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste -shall not be applied on
grassed waterways that discharges directly inton water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 9

EXHIBIT A-10
WASTE UTILIZATION PLAN
REQUIRIM SPECIFICATIONS
t _ .
18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.-
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when then
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry.dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 10

EMERGENCY ACTION PLAN
Phone Numbers
DWQ: 910/486-1541
Emergency Management System: 2U
SWCD: 910/572-2700
NRCS: 9101572-2700
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 water or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to bern to increase elevation of dam
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Mane sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate f irther discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solids separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems or solid separators.
e. Repair all leaks prior to restarting pumps.

•t'4 yy ..
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
-flowing leaks -possible action:
a. Dig a small sump or ditch away from the embankment to catch all
seepage, put in a submersible pump and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animal
and fill holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and
lagoon bottom as soon as possible.
1. 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 kill, or property
damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
£ Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
2. Contact appropriate agencies.
a. During normal business hours, call your DWQ(Division of Water
Quality) regional office: Phone - 910/486-1541. After hours,
emegency number: 919-733-3942. Your phone call should
include your name, facility, telephone number, the detads of the
incident from item 2 above the exact location of the facility, the
location or direction of movement of the spill, weather and wind
conditions. The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS
phone number - 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 910/576-6011 , local SWCD office phone
number 910/572-2700,and local NRCS office for advice/technical
assistance phone number - 910/572-2700.
3. If none of the above works call 911 or Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
4.
Contact the contractor of your choice to begin repair
of problem to minimize off -site
damage.
a. Contractors Name:
p
a¢, �Dre[r
T Ile
r
b. Contractors Address:
.g�
S�M5s, -M44
c. Contractors Phone: Ito-
G 73 - A 991
F

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source _ _ _ Cause 9MP's to Control Insects Site 910"I c Practices
Flush Gutters * Accumulation of solids
✓r Flush system Is designed and operated
sufficiently to remove accumulated solids
Wrfrom gutters as designed
Remove bridging of accumulated solids at
discharge
Lagoons & Pits
• Crusted Sonds dMalntaln lagoons, seffing basins and
pits where pest brmeeding Is apparent to
L
minimize the erusting of sotfds to a
depth of no more than 8 - 8 hvches over
more than 30%of surface
Excessive Vegetative
• Decaying vegetation VMalntsin vegetative control along banks of
Growth
lagoons and other Impoundments to prevent
accumulation of decayhtg vegetative matter
along waters edge on impoundments perimeter
Dry 8 stoma
Feeders
• Feed Spillage Lj Design, operate and maintain toed system (e.g.
bunkers and troughs) to minImtW the
,eaccumulatlon of demtng wastage
Clean up spillage on a routine bale (e.g., 7.10
day Interval during summer, 1b - 30 day Interval
during winter)
Feed Storage • Accumulations of toed ❑ Reduce moisture accumulation within and
residues around Immediate perimeter of feed storage
areas by Insuring drainage away from site and/or
providing edequate containment (e.g., covered bin for
brower's grain mind shriller high moisture
grain products
❑ Inspect for and remove) or break up accumulated
solids In Miter Stops around feed storage as needed
AMIC - November 11, 1999, Page 1

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
eaurce Ca BiIAP"8 to Corrtrof insects Site SenM PMJCUGGB
Animal Holding " Accumulations of animal ❑ Eliminate lorry areas that trap moisture along fences
Acres waste and feed wastage and other locations where waste accumulates and
'dtaturbance by animals Is minknal
❑ Maintain fence tows and filter strips around animal
holding areas to Mlnfmtss accumulations of waste
(La. inspect for and remove or break up accumulated
solids as neerlad
`
❑
Dry Manure Handling Accumulations of animal
Remove ap lage on a routine basis (i e., 7 -10 days
-
Systems wastes
Interval during Writer) where manure Is loaded for
land application or disposal
❑
Provide for adequate drainage around manure
stocip❑ t inspectfor and remove or break up accumulated
wastes In fitter strips around stockpiles and manure
handling areas as needed
For more Information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC 27695.7813
eye
.
V{
AM IC - November 11,1M, Page 2ur
=t: }'.-
_ R5 rod• �f.

Swine Farm Waste Management Odor Control Checklist
S0111-ce Canse HAR's to Mlitirnhe Odor 5itc Specilie 1'1'acllcCs
Farmstead • Swine
Ff Vegetative or wooded butlers;
0e! tccomntendcd best rnanagcrncni practices;
Good judgment and common scuse
Animal body surfaces Ditty nlamtrc-covered aniln:lls 0 Dry floors
flunrsmfaces Wet rnanule-cuvelcd Iluols la" Slotted flours;
1r Waterers located over slotted floors;
8' Feeders at high end ofsolid Plums;
Pr Scrape numure buildup fiunl floors;
�Underflour ventil7lion fur drying
Manure collection pits • Urine; fr frequent manure removal by flush, pil recharge,
• i'altlaf I1liCTVtllat (ICCln1111051IlItill or scrape;
B"'Underfluor vclllifation
^Velltil;tiurl exhaust tins • Volatile gases; EK fall maintellance;
Dust 0"'Isfficien( air movement
huluur surfaces 0 Dust 4Er Washdowtl between groups of aidmals;
Feed additives;
e feeder covers;
J;Kl-ecd delivery downspout extenders to feeder
covers
Flush lacks Agilaliull of recycled lagoon
liquid while tanks are filling
Cl rhlsh tank covers;
O Extend fill lines to near bottom of tanks with
vents
flush alleys 0 Agitation during wastewater Underfloor flush will) underfloor venlilalion
conveyance
Pit Icchalge puillts 9Agitation of recycled lagoon CI L'xlelld reciarge lines to scar bollonl of pits
liquid while pits arc filling with anti-sillhou vents
Lill slaliuns • Agitation during sunup tmlk 0 Sump Iank covers
filling and drawdown
Uulside drain collection • Agitation during wastewater Cl Box covers
or junction boxes conveyance
A NIQC - Nuvrinber 11, 1996, Page 3

Source Cause I)MI's to IVIhllnlize Odor Site Specific Practices
End of drainpipes at 0 Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surl'accs 0 Vi latile gas emissions; Proper lagoon liquid capacity;
• Biological mixing, 0fCorrect lagoon startup procedures; r
• Agitation Mininluill surface area-lo-volume ratio;
F( Minimum agitation when pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler l ligh piessule ff ,Irrigate on dry days with little or no wind;
nuzzles Wind drill Minimum recommended operaling pressure;
Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoolr
Storage lank or basin • Parlini microbial decomposition; Cl BOltolll or ruidlevel loading;
surface . Mixing while Filling;
❑ 'rank covers;
• Agitation when emptying ❑ Basin sit rface inats of solids;
❑
Proven biological additives or oxidants
Settling basin surface •
Partial microbial decomposition;
Cl
Extend drainpipe outlets underneath liquid
•
Mixing while tilling;
level;
•
Agitation when emptying
❑
Remove settled solids regularly
Manure, Slurry or sludge •
Agitation when spreading;
Cl
Soil injection of slurry/sludges;
spreader outlets .
Volatile gars emissions
❑
Wash residual manure Rom spreader alter use;
❑
Proven biological additives or oxidants
Uncovered lnanure, •
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge oil field
drying
❑
Soil incorporation within 48 firs.;
surfaces
❑
Spread in thin uniforin layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals •
Carcass decomposition
Proper disposition of carcasses
Dead animal disposal 0
Carcass decompositiun
Complete covering of carcasses in burial Ails;
pas
Z ['roller localion/consinrction of disposal pits
Inchicralors •
Incompicte combustion
❑
Secondary slack burners
AP'
November 11, 1996, Page 4

Sour cc Cause 11n711s to P7111i1111ze Udur Sile SI cc 1'Ir:Ictices
Slanding %viler around & Improper drainage; Grade and landscape such that water drains
facilities 0 Microbial decomposition of away from facilities
urgallic mailer
Manure tracked o1110 Poorly mainlained ;access roads C) Farmm access road maintenance.
public roads from farm
access
Additional haflnrnntion : _ Available From
S►1'ille Ma1111re Mallagcl11C111 : 02M INIC/13M1' hicket NCSU, Cotlnly I xlension Colder
Swine Produclion Farm I'111cnliai Odar Sources and Remedies ; I-DAU I -act Sheet NCSU - HA13
�._ Swilac Production l'acilily Manlnc Man:lgcaucul: I'it ltcchartc - I,a600n 'I rcalmcnl ; Iil3AL 128-88 NCSU - 13A1i
Swine 1'ruduclion Facility Manure ManagenunC Undcrlloor Flush - Lagoun Treatment ; FBAl; 129-88 NCSU - 13AG
Laenlln Design and Mallagcnlcnt fur Livestock Manurc'I'rcalmenl and Storage ; Isl3Ali 103-83 NCSU - ME
C.alibraliml of Mar1111C a1111 Waslelvaler Applicalion F(juipnlcul ; F.13A1: Fact Sheet NCSU - BAP-1
Controlling Odors irum S►vine Buildings ; I'll 1-33 NCSU - Swine Extension
Bvironmenlal Assurance Program ; NPPC Manual NC Fork Producers Ame
Options fur Managing Odur; a report from (lie S%vine Odor'Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Managetneni: Odors and Flics ; PROW, 1995 Conference Proceedings Florida Cuoperalive tWension
AMUC - November 11, 1996, Page 5

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

r
OPERATION AND MAINTENANCE PLAN
PROJECT/FARM/FACILITY # G,z.
DATE: r%-.Zp - 7 1
A visual inspection of the waste storage pond or lagoon will be performed
at least twice a year. The inspector should check the condition of the dam
and the emergency spillway. The inspector will need to look for signs if
slope failure and seepage on the back slope and the toe of the dam. Also, a
very close look will need to be made to check for signs of damage due to
varmint (ground hogs, muskrats, etc.) burrows. A visual inspection should
be made after heavy rainfall events to ensure that the structure is not
experiencing erosion rills or gullies. Any problems found should be brought
to the attention of the technical specialiet'for repair recommendations.
The waste storage pond or lagoon will need to be mowed twice a year. All
eroded areas shall be repaired and stabilized. Areas that do not have an
adequate ground .cover shall be reseeded to provide a vegetative cover
sufficient to restrain erosion. the dam and all constructed slopes will
need to be fertilized annually with 500 pounds of 10-10-10 per acre or
equivalent.
A permanent waste storage pond or lagoon marker will be established and
maintained in the waste pool. The maximum liquid level marker should not
exceed elevation j.G' .� :�S�.Y'favrpIV . Daily lagoon level records should be kept
on an appropriate form. —'—`-
Maintain all waste handling equipment in accordance with manufacturer's
specifications.
All waste application shall be completed in accordance with the waste
utilization plan. The waste storage pond or lagoon will be pumped at the
end of each design storage period { $Q days or months) or as
needed due to excess rainfall.
All surface runoff is to be diverted from the lagoon to stable outlets.

a
OPERATION AND MAINTENANCE PLAN
PROJECT/FARM/FACILITY ## &.2-1z
DATE: 93-32
visual inspection of the waste storage pond or lagoon will be performed
at least twice a year. The inspector should check the condition of the dam
and the emergency spillway. The inspector will need to look for signs if
slope failure and seepage on the back slope and the toe of the dam. Also, a
very close look will need to be made to check for signs of damage due to
varmint (ground hogs, muskrats, etc.) burrows. A visual inspection should
be made after heavy rainfall events to ensure that the structure isnot
experiencing erosion rills or gullies. Any problems found should be brought
to the attention of the technical specialist for repair recommendations.
The waste storage pond or lagoon will need to be mowed twice a year. All
eroded areas shall be repaired and stabilized. Areas that do not have an
adequate ground cover shall be reseeded to provide a vegetative cover
sufficient to restrain erosion. the dam and all constructed slopes will
need to be fertilized annually with 500 pounds of 10710-10 per acre or
equivalent.
A permanent waste storage pond or lagoon marker will be established and
maintained in the waste pool. The maximum liquid level marker should not
exceed elevation . Daily lagoon level records should be kept
on an appropriate form.
Maintain all waste handling equipment in accordance with manufacturer's
specifications.
All waste application shall be completed in accordance with the waste
utilization plan. The waste storage pond or lagoon will be pumped at the
end of each design storage period ( $d days or_months) or as
needed due to excess rainfall.
All surface runoff is to be diverted from the lagoon. to stable outlets.

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BURmETTE ST. • TROY
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BURNBTTE ST. • TROY
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GRAHAM AD. CW-0-7
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GREEN AD. D 6
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SHILON C:
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HAINEg RD. Q-S
SWLOH AI
L CC CAMP RD. F3
HAITHCOCK RD. H-3-4
SHOE FAC
CEDAR CREEK RD. F67
HALLYBURTON RD. E-F-"
SLEEPY H.
CENTER METHODIST CH. RD. 63
HARRIS RD. W4
SMALL RC
CENTER BAPTIST CH. RD. F-7-8
HAYWOOD RD. G-4
SMITH FAf
CHAPPELL RD. F7
HEARNE FARM RM F-3 4
SMITH LAs
CHARLOTTE OR. 6•2-3
HICKS RO, E-S
SMITH OR
CHICKEN FARM AD. 08
HILLVIEW ST. E-7
SPIES RD.
CHIP RD. F-S
HOGAN FARM RD. C-0.7
SPIVEY RC
CLAYOLA OR. 0.7
HOLLY HARBOR TR. F-1
SPRINGW
COCHRAN RD, D•7
HOLLY MOUNT CH. RD. F &4
STANBAC
COGGIM MINE RD. B3
HORSESHOE BEND RD. 8-43
STAR-0KE
COGGNS RD. D-S
HURLEY DAIRY RA D4
TEED RD.
COLS RD. E-7-0
HURLEY FARM RD. B-$$
STONEY F
COLF S POTTERY RD. B-7
HYDRO RD. 03
STRAND C
�• CORBETT RD. D3
WOOLD RD, H3
STRIDER F
CORRELL RD, 04
JORDAN LUMBER DR. F-4
SUBSTAT
COTFON CREEK AD. D-7
KCMG AD. S-7
SUGAR LC
M. COUNTRY CLUB DR. O•S
LAKE FOREST DR. 5-2
SUGGS RC
a COUNTY LINE RD. H44
LAKE SHORE DR, 9-2
SULPHUR
:z COY RD. E 7
LANOFILL RD. E3
SWAN AD.
CROSS ST. &8
LEGRAND RD. H3
TABERNA.
=. CURRIE RD, E•F•6-7
LEMONDS DRY WALL RD. 04
TALC MINE
i' DAIRY RD. D•E•S
LEMONS RD. E3
TEDDAR F
DAN AD. C•S
LESUE ST. D•S
TEDDER C
w�
LEM RD. F-5.0
THAYER R
[
LIBERTY HILL CH. RD. OE-4
THICKERY
Y.
LILY'S BRIDGE RD. 9-3THOMAS
F
L04E JOY RD. 5-0-6
TKOMASV:
LOVING WILL RD. F44i .7
TILLERY D,
a�
LOW WATER BRIDGE RD. 044.
TOWER RC
•
LUCAS RD, B S
TOWN CRE
r ¢ S •
MARE RD. C-0.7
MANESS RD. B-C-B
TROY -CO
$ Tsh
AMARTIN
RD7 . D-
TUCKERTC
UNO Row
t,
MASK RD, G3
UWHARRIE
MC•4ULEY FARM AD. E-7-8
VALLEY VI
• F,rr lz'. -,= '`"' . ':
MCBRIDE LUMBER RM C-7
VESTAL R(
MCCALLUM POND RD. F•7
WADEVILL
MCCALLUM RD. F-6-7
WALLACE
MCCA51ffLL RD. E�7
WARNER F
- N•;; n'
MCLEOD DR. E-4
MCRAE RD. F3
WARNER F
WHISKEY F
r.
MONTGOMERYSHORES OR, &2
WILLUIMSC.
=!.r., r,:_:e• ."•
MORGAN AD. 43•7-E
WILLIAMSr
' a '• •
MORGANTONRO. F-0•8
WINDBLOV
'- --,�.
MDRRIS FARM RD, E•F-S
WINOBL01'
MORTON RD. D3
WINDEMEF
MOUNTAIN GROOVE CH. RD. G•E-7 WOLF CRE
i
MT. CARMEL RD, H-7
WOOORUN
•
MT. CARMEL CH. AD. D-E-4
WO00 YAF
MULLINIX RD, C3
WRIGHT RC
`
NANCE FARM RD. D•E-4
YANK RD.
NELSON STORE RD. HA
YARBORCt
�'S 1r� �•
NEW HOPE CH. RD. 0.7
SON CH. R,
Rtl• ! �
fir`•.
ram• WLIDOLOW
�' -'
r�.,.
+ Jam' •:. � .]'15, r
t3Y�C.

. . . . . . . . . . .
gi

m
•�
yF

WASTE
IRRIGATION
DESIGN
For
Ed Johnson
Naked Creek Farm
By: NRCS
227-D North Main Street
Troy, North Carolina 27371
3-22-00
I certify that this plan has been prepared
following MRCS Standards and specifications
L:� 'P. —��
•DD
Darryl E. Rarringt6n
District Conservationist
Montgomery County

C
IRRIGATION SYSTEM DESIGN PARAMETERS
Aot.�Ctee.�C M
Landowner/Operator Name: County od T�h E %
Address• d SD
rt ,E Date:
Telephone: JW
ABLE I - Field Specifications
Fkldl
Nun/bey
Approximate
M-1huam
Use -We she
ofFkld2
acres
Son'i
Slope
(4/.)
Crop Q.
Ma:hnwn
Application
pate3
(hdhr)
M-=imum
Application
per Irrigation
Cjde3
(inches)
Comments
- 11
11`
f
-S3
S
pp
�Dfr
o -S
t UL-k
ISao attaclted map. .
-2Totnl field acreage minus required buffer areas.
31tefer to N. C. Irrigation Guide, Field Once Technical Guide, Section H G. Annual application must not exceed the agronomic rates for the soil and crop used.
MRCS, NC,
JUNE.

EXHIBIT D-2
TABLE 2 - Traveling Irrigation Gun Settings
_
EQUIPMENT SETTINGS
op=fingOperating
Diameter Pressure Pressure Arc
MIA m
wiff",
1 See attached =P.
2Show separate entrees for each hydrant location in each field.
3Use the following abhreviations 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 degroes of arc.
MRCS, NC
RME, 1 "6

TABLE 4 - Irrigation System SpecUkations
Traveling
Irri sEion Gun
Solid Set
Irri atlon
Flow Rate of Sprinkler (gpm)
,
perating Pressure at Pump (psi)
z
Design Precipitation Rate Qn/hr)
-34 _ D,
Hose Length (fret)
M
XXXXXXXX
Type of Speed Compensation
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Pump Power Requirement (hp)
TABLE 5 - Thrust Block Specificationst
Designer may nravlde thrust black details an senarate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.
900 Bend
Dead End
D,,}
Tee
e--11TOYNA IImna ❑:-I l nn r_ s
-1 r_.,: 1- a -a: fir ri_ 4.--n..a_ A'2n TT
r � • �f :t
teeJ
J
EMMI1' D4
NRCS, NC
NNE, 1996

HXHMrr D-S
IRRIGATION SYSTEM DESIGNER
Name:
Company:
Address: ?A-1-4 IV+rTh�hptw .� /rar,� }�e X37(
Phone: -A
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, 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,
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
n Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
i
NOTE: A buffer strip feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and mdace waters per NC Statutes.
NRCS, NC
NNE, 1996

3
EXHMrr D-6
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
Include procedures such as start-up, shut -down, winterization and regular maintenance of all equipment.
I y
+ ■u I. a ..�_�
+i .. I % .., !_ _ .__ .�.�:
J._a....� ..� - lam_ • i1.1 .a.. was � �.
Z=
TMNRCS. NC .g '- _

COMPUTATION SHEET �� U. S. DER, WENT OFAGRICULTURE
IVRCS-ENG-527A Rev.10.97 NATURAL m SOURCES CONSERVATION SERVICE
eALCUL.ATIDN DF 4ko-npn 4mbvm r.(r.,0
��a'�!,% Sr►i prt �%�+�- ht,.N1A� �tS '1hc. Sa.,�R. • No ���� cxe[p`� __. - .
4
9
Aemi
-30
__. A.--
__._ - — 3 A- -'Alt - , a
lrk- :_'._f-"o' i3D' �r a7 --��75,�„-- -7$3aD
each. �eri� for 3!a.4,I,`Mt-
X 9"�6P _ /,2�D7."�nir�, �•�#run _� } -
' - -- - - I•D �/rail a--f- are- -
JA
y 11 �A ]
" � AD M � p, Cam' AMC .jfr- s��'.,�►`►�c ��,�a'7»��r..,• ,

ri ,�f tr
I CbE Co 1'
• , ' s•. _ , Y'•+'F1
-w--wrrrr-----wr--rIRRIGATION
rwrr
DESIGN.
CE-RTIFICATION
FOR
ED JOHNSON
7680 Wean to Feeder
December 4, 1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my kngW1edpVrW,,belief.
•�t' rrc�r•. u r
ti YA,1
��
M. Floyd AdamsEP.V. 'i �,a'�'�1 � bate
License No. 1221 y, ,� y h ,;•'
✓�, f.r i�!t�+„y,� ; �;�•.es rig .
r

IRRIGATION SYSTEM DESIGN PARAMETERS Date:
Land Owner/Operator Name: Ed Johnson County:
Address: 185 Cedar Lane
Eagle Spring. N.C. 27242
Telephone: [phone]
TABLE 1 - Field Specifications- (1)
04-Dec-97 ---
Montgomery
Field
Number (2)
Approximate
Maximum
Usable Size
of Field (3)
(Acres)
Soil Type
Slope
(%)
Crop(s)
Maximum
Application
Rate (4)
(in / hr)
Maximum
Application
per Irrigation
Cycle (4)
(inches)
Comments
1
10.7
Ailey
8-15
Improved Bermuda/Annual Rye grass
0.4
1.3
Wakulla
0-8
Candor
0-8
2
6.0
Ailey
8-15
improved Bermuda/Annual Rye grass
0.4
1.3
Wakulla
0-8
Candor
0_8
(1) Table to he completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
(2) See attached map provided by the Field Office for field location(s).
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I d G. Annual application must not exceed the agronomic rates for the sad and crop used.

Date, 04-Dec-97
i
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment: Amadas 1025, Nelson 100 Gun, John Deere 4020D, Berkeley B2EQHH
- _ EQUIPMENT SETTINGS
Zones (2) Travel Application TRAVEL LANE Wetted Flow Nozzle Operating Operating
within Speed Rate Effective I Effective Hours per diameter Rate Diameter I Pressure Pressure Arc Wetted
Fields t1l fft I min] (in I hrl Width (ft) I Lenath (ftl I Pull (feetl (onm) (inches) 1 0 Gun (osi] (u] Reel (osil Pattern 13) Acres Comments
1
3.10
0.36
200
500
2.7
285
145
0.86
80
127
270
2.30
2
3.10
0.36
200
450
2.4
285
145
0.86
80
127
270
2.07
3A
3.10
0.36
200
550
3.0
285
145
0.86
80
127
270
2.53
313
3.10
0.36
200
930
5.0
285
145
0.86
80
127
270
4.27
4A
2.72
0.39
115
560
3.4
255
94
0.71
80
104
200
1.48
Ring Size Change
4B
2.72
0.39
115
560
3.4
255
94
0.71
80
104
200
1.48
Ring Size Change
(1) See attached map provided by the Field Office for field location(s). 14.13 = Total Eff- Wetted
(2) Show separate entries for each hydrant location in each field. Each entry is a separate zone. Acres
(3) Use the following abbreviations for various arc patterns: .F (full circle), TO (three quarters), TT (two thirds), H (half circle), T (one third), O (one quarter).
May also use degree of arc In degrees.
0

Date: 04-Dec-97
TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Flow
Rate of Sprinkler m
145
Max.
Operating Pressure at Pump (psi)
142
Design
Precipitation Rate inthr)
0.36 - 0.39
Hose
Length ft
850
Type
of Speed Com enstion
Mechanical
Pump
Type PTO, Engine, Electric
Engine
Pump
Power h
20
TABLE 5 - Thrust Block Specifications (1)
Desioner may ❑rovide thrust block details on separate sheet.
LOCATION
THRUST BLOCK AREA (sq. ft)
2" line
3" line
4" line
6" line
90 Degree Bend
0.65
1.39
2.30
4.92
Dead End
0.46
0.98
1.60
3.48
Tee
0.46
0.98
1.60
3.48
45 De ree Bend
0.35
0.75
1.20
2.67
Ground Ent 2
0.86
1.81
2.90
6.40
(1) See USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430-DD.
(2) It is recommended that Ground Entry blocking be approximately 25% to 33% more than
that required for 90 degree elbows.

04-Dec-97
Narrative of Irrigation System Operation
According to the data furnished by the Owner(s) and the affiliated companies the following is an overall description of the system to
include procedures of operation such as_ start-up, shut -down, winterization, and regular maintenance of the equipment.
This operation contains 4 buildings with a capacity of 7680 animals.
The annual plant available nitrogen (PAN) produced by this operation will be 3686 pounds.
This system is designed to effectively wet 14.1 acres of land. As usual, more, land will be receiving water but is not counted as
total "wetted acres".
This system contains 1800 LF of 4 inch PVC (SDR 26) with 4 hydrants.
There are 6 separate zones from these hydrants. Operator should notice the ring size and arc change at Zone 4.
Care should be taken when starting the pump unit to allow all lines to fill slowly so as to allow the air to escape from the lines.
After this process, the motor rpm's should be slowly increased to obtain• the desired system pressure. Failure to allow the entrapped
air to escape before increasing the motor speed may cause damage to the system.
Shut down procedures should be the reverse of start-up. The operator should slowly decrease the motor speed to idle and then
shut it off.
All regular and seasonal maintenance should be performed according to manufacturer's recommendations.
Pumps and travelers should be drained prior to freezing temperatures.

04-Dec-97
IRRIGATION SYSTEM DESIGNER
Name: ' M. Floyd Adams
Company: M. Floyd Adams, P.E.
Address: P.O. Box 1098, Kenansville, NC 28349
_ Phone: 910 - 296 - 1170
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigaition system which includes hydrant locations, travel lanes, pipeline routes, 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. N.C. Field Office Technical Guide,
Section 1V, 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 embankments without the approval of the designer.
NOTE: A buffer strip of 75 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface
waters per DEHNR - DEM Code section 15A NCAC 26.0200 - Waste Not Discharged to Surface Waters.

04-Dec-97
IRRIGATION COMPUTATIONS FOR:
Ed Johnson
PR.I:MPITATION RATE: .
PR = Precipitation Rate
Q = Flow Rate (gpm) 145
i d = Diameter of Spray (ft 285
r = Radius 142.5
r FORMULA: Z
PR = 96.3 x Q 1(3,1416 x( 0.9 x r} }. x 360 1 u
EXAMPLE
z
PR = 96.3 x 145 1(3.1416 x ( 0.9 x 143 } ) x 360 1 u
'PR = 0.27 x 360 1 u
PR
In'/ Hr. Arc its?
0.36 270
TRAVEL_SPEEM
Design Depth = 0.50 inch
S = Traveler Speed
Q = Flow Rate (gpm) 145
d = Application Depth (in 0.5
yv = Lane Spacing (ft.) 200
1.605 Constant
FORMULA:
S= 1,605x Q 1( d x w) x 3601u
EXAMPLE
S = 1,605 x 145 / ( 0.5 x 200 } x 360 1 u
- S = 2.33 x 360 1 u
k
S Arc (u)
i {
1
I ; 3.10. 270
�r

04-Deo-97
TOTAL DYNAMIC - H EAD
. (CALCULATIONS)
_MainTraveler
FI = Friction Loss
Q = Gallons per Minute
145
145
D = Pipe Size
4.00
2.50
L = Length of Line
1800
850
c = Pipe Coefficient
150
150
FORMULA:� 1.852 1.852 4.W58
FI = [0.2083 x (100 / c ) - x (Q ./ D } x (L/100)] x 0.433
EXAMPLES for Friction Loss: 1852 ' 1852 486M
Fl = [0.2083 x (100/ 150 ) x ( 145 / 4 ) x ( 1800 / 100)] x 0.433
FI = 9.07 Main Line
+.es2
FI = [0.2083 ' x (1 b0/ . 150 )"en x ( 145 1. 2.5 ..ease ) x ( 850 / 100)] x 0.433
FI = 42.18 Traveler Hose
47 Incl 5 psi other losses
Traveler Oper, Press
Traveler Hose Loss =
Main Line Loss =
Elevation w/in Field =
Suction Lift =
Fitting Loss =
80 psi (from Chart)
47 psi
9 psi
10 ft.
8 ft.
3 ft.
Total
Dynamic Head =
145.16
psi
Head
at Pump =
141.7
psi
2.31 Ft. of water per
Lb. of Press.

04-Dec-97
BRAKE HORSEPOWER
(CALCULATIONS)
I f BHP = Brake Horse Power (hp)
�— Q = Flow (gpm) 145
TDH = Total Dynamic Head (tt) 335.3
EFF = Efficiency of Pump 60% '
FORMULA:
BHP = Q x TDH 1 ( 3960 x EFF )
' EXAMELE
BHP = 145 x 335.3 1 ( 3960 x 60% }
BHP = 20.5 HP
I
i
I \
t .
�.
I
I -

r,
44-Dec97
VELOCITY:
(CALCULATIONS) ;
Alain Traveler
V = Velocity (ft/sec)
Q = Flow Rate (gpm) 145 145
D = Diam. of Pipe (in) 4.00 2.50
FORMULA:
2
V= Q x0.408/D
EXAMPLES
2
Main V = 145 x 0.408 1 4
V = 3.70 ft I sec
For a 4 " Line, V = 3.70 ft / sec

�s
Fil'
,, e:. ri
CONCRETE THRUST BLOCKS:
:`' (calculations)
Assumptions: 1) Thrust blocking design pressure is assumed to be 150 psi.
2) Soil bearing capacity is assumed to be 1500 pounds per square foot.
l_ 3) Refer to the attached Thrust Blocking sheet for multiplier.
j— For 6" PVC Pipe —
90 deg elbow 49.2 x 150 — 7380/1500 — 4.92 sq ft
45 deg elbow 26.7 x 150 = 4005/1500 = 2.67 sq ft
! f Tee/Dead end 34.8 x 150 — 5220/1500 = 3.48 sq ft
} i Ground Entry 6398x 150 — 9594/1500 — 6.40 sq ft
i
For 4" PVC Pipe
90 deg elbow 23 x 150 — 3450/1500 — 2.3 sq ft
45 deg elbow
12.4 x
150
1860/1500 —
1.2 sq ft
Tee/Dead end
16.2 x
150 =
2430/1500 —
1.6 sq ft
Ground Entry
28.8 x
150 =
4320/1500 —
2.9 sq ft
For 3" PVC Pipe
90 deg elbow
13.9 x
150 =
2085/1500 —
1.39 sq ft
45 deg elbow
7.51 x
150 —
1126.50/1500 =
.75 sq ft
Tee/Dead end
.9.80 x
150 =
1470/1500 --
.98 sq, ft
Ground Entry
18.07x
150 =
2710.50/ 1500 =
1.81 sq ft
For 2" PVC Pipe
90 deg elbow
6.45 x
150 —
968/1500 —
.65 sq ft
45 deg elbow
3.50 x
150 =
525/1500 =
.35 sq ft
Tee/Dead end
4.56 x
150 —
694/ 1500 =
.46 sq ft
Ground Entry
8.58 x
150 =
1287/1500 =
.86 sq ft
v

1241
THRUSTBLOCKS, . r
Thrust blocking prevents main line from moving when the pressure load is applied. In ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust
Mocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
.:aps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, Ilne pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
.Pipe Line
Dead End
or Tee
900
Elbow
45"'
Elbow
22'/z °
Elbow
1 f/2 "
2.94
4.16
2.25
1.15
2
4.56
6.45
3.50
1.78-
21/2 "
6.65
9.40
5.10
2.60
3
9.80
13.9
7.51
3.82
31/2 "
12.8.
18.1
9.81
4.99
4 to
16.2
23.0
12.4
6.31
5 "
24.7
35.0
18.9
9.63
6 of
34.8
49.2.
26.7
13.6
8 "
59.0
83.5
45.2
23.0
10 to
91.5
130.0
70.0
35.8 -
12 of 1
129.0
182.0
98.5 1
50.3
TEP 2. Determine the bearing strength of the soil from the table below:
Soils and Safe Bearing Loads I Lbs. Sq. Ft.
Sound Shale 10,000
Cemented Gravel and Sand
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay Can be spaded 2,000
Soft Clay 1,000
M uck 0
'EP 3. Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
'the square feet of area needed:
3rtain Teed and Installation
ode 40-22.16H
1 R5
2.15

Rpm
Fia+.•e t. cam{ale of different arratgements for• thrust blocks.

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You s-zrjuld be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain of
work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

F`^'j `•�,� .�• •..., .v crap oiu v�r opUif RJI—EtL\ALV« wiUul
NIANIJ ACTURER'S CERTIFI_,ATION
GASKET JOINT
PR200, PR160.4 PR125 and PRi 00 PVC PIPE
Fj
This is to certifyfAstlho products herei►lraferred to and manufactured by NORTHAMERICAN PIPE CORPORATION
meet or eirceed rhn mquirements of the pertinenl standards and regulating agencies as indi"tod.
` MATERIALS —PVC materials ussd in PR200, PR180, PR125. and Pill 00 pipe, manufactured by
j NORTH AMC-RICAN PIPE CORPORATION, comply with ASTM Standard a1784 and are approved by National
Sanitation Foundation for potable water use. Pipe is made from a virgin PVC compound with a cell CtasBeication of
12454-13� the ez0abliahed hydrosiaticdesion-ba::i; (HDS) rating is 4,000 psi at 73.4°r. (2,TQ. i?+a Standard
I ' Thermoplastic Pip,3 Maierlal Designation Code is PVC 1120_
PIPE Physic:al dimensions and tolerances of PR200, PRI60, PR125 and PR100 pipe, manufactured by
NORTH AMERICAN PIPE CORPORATION, are within the requirements of ASTM Standard D-2241, Product
Standard PS-22-70 and the National Sanitation Foundation Standard 14. Belled -end PI4200, PR160, PRI25, and
PR100 pipe made forgasket Joints try NORTH AMERICAN PIPE CORPORATION, meets the above specifications
ineluding ASTM D-3138, White is the standard color with blue optional.
GASKETS AND LU BRI CANTS Gaskets and Lubricants Are Compatible with the plastic
material in NORTH AMERICAN PIPE CORPORATION pipe and In combination with there will not adversely affect
the potable qualities o1 the water. Each gasket is factory Installed In boll -end pipe. Gaskets and 'pints meet all
requirements for performance as spiDdliled in ASTM 0-3139 and F-477. All NORTH AMERICAN PIKE CORPORA-
TION gaskets are factory Installed and have a steel reinforcing ring. (Locked-"
FITTINGS — GasketedTittings, Supplied by NORTH AMERICAN PIPE CORPORATION, meet the require-
ments of ASTM Standards, D-3139. Said fittings are approved by the National Sanitation Foundation for potable
crater and have working pressures of 200 PSI at 73.4°F unless ath"se rioted.
MARKING —PR200, PR1 K PR125, and PR 100 pipe, are marked as prescribed in ASTM Standard
D2241 UL nominal Pipe airs, type of plastic pipe matetiak pipe dimension ratio, pmasure rating,"spedticittion
designation number, man ufmurees name and code, and #w National Sanitation Foundation 8e81 for potable water.
F
INPLANT TESTING — PerASTM D-2241,
l 1. Pipe shall be ho mogeneo us t hrougho ut and tree from visible cracks, hole-% foreign Intl ustons, and other defect&
2. Wail Thickneas, Outside Diameter, and Ovality - Once per tour. Method: ASTM 0.2122,
3.. QUICK BURST - Every eight hours Method: ASTM D•1699.
4. FLATTENING - Every eight how&. Method: ASTM 0-2241 6.5.
6. IMPACT- Every eight hours Method: -ASTM D-244.4.
B. EXTRUSIQN QUALnY -Every eight hour's. Method ASTM D-2152
T. SUSTAINEb PRESSURE - Twice per year. Method: ASTM D-1598.
4

[nnovative New Design Concept Provides Greater Operator Control 0
Simpler Operation! Low Maintenance! Accurate Application!
New frame design provides lower center of gravity for added stability.
Double guncart lift -arms holds guncart in place during transport.
Innova five new cam design for speed compensation ensures accuracy.
:el Rain Operation Simple And Easy!
maintenance free, no bearings to grease!... tray holds infeed hose, tools
and provides for effortless positioning and other items.
of the reel. Multi -position upper frame
pin locking mechanism allows for
easy adjustments.
Model
Hose Length
Hose I.D.
Lane Spacing
No. of Acres
Covered in
mow Rate
One Pull, Applying 1„
Nelson Gun
Number
(Feet)
(Inches)
(Feet)
One Pull
G•P.M.
of Water hrs.
and Pressure
Gas
Gas
102!�
850
2.5
180
3.8
181
10.7
SR 100/80 PSI
1100 Holland 3 , 1701 South Slappey BIvd.
?.O. Box 1833 - Suffolk, VA 23439 - 1$33 1A M A M s , A S P.O. Box 3697 - Albany. GA 31706
.one (T'17) 539-0231 - Fax [phone] Phone [phone] - Fax [phone]
ODAS \ML'SlRli~S to us.. -- : ;:a.. J. "-&- *L T- &Up as WzM inLvaiag

D' ALL DE A G VAI ' v! RA L S ED AR -1
Lrf�N9,
` .
-HOSE SPEED IN FEET. PER MINUTE
U
SPACING
FE
0.75
i
1.25 ' t■5
i.75�..'.7; 2.5
3"
4
5
6
8
10
12
100
170
126
0.94
0.76
0.63
0.54
0.47
038
0.31
024
0.19
0.16
0.12
0.09
0.08
190
1.13
0.84
0.68
OM
0.48
6.42
jb4
020
021
0.17
0.14
0.11
0.08
.0.07
125
ASO'.
1.49
3.11
0.89
6.74
0.64
0.56-
0:45
0.37
028
022
0.19
0.14
0.11
0.09
210
127
0.96
0.76
0.64
0.55
OAS
" 0.38
0.32
024
0.19
0.16
0.12-
0.10
DAB
150
190
1.69
127
1.01
0.84
0.72
0.63
0.51
0.42
0.32
025
021
0.16
0.13
0.11
220
1.46
1.09
0.88
0.73
0.63
0.55
, 0.44
0.36
`027
0.22
0.18
0.14
0.11
0.09
176
200
1.87
1.40
1.12
0.94
0.80
0.70
0.56
0.47
0.35
028
023
0.18
0.14
0.12
230
1.63
122
.. 0.98.-
0.81 -
0.70
0.61
0.49
4D.41
0.31
•024
020
0.15
0.12
0.10
200
200
2.14
1.61
128
1.07
0.92
0.80
0.64
0.54
0.40
0.32
027
0.20
0.16
0.13
230
i.86 .
1 A0
1.12 • 0.93
0.80
0.70
056
0.47
0.35
028
023
0.17
0.14
0.12
225
210
229
1.72
1.38
1.15
0.98
6.86
0.69
0.57
0.43
0.34
029
021
0.17
0.14
240
2.01
1.50
120
1.0.0
0.86
0.75
0.60
0.50
0.38
.0.30
025
0.19
0.15
0.13
'250
-220
2-43
1.82
1.46
122
1.04
0.91
0.73
0.61
0.46
•0.36
0.30
023
0.18
0.15
250
2.14
1.61
128
1.07
0.92
0.80
0.64
0.54
0.40
0.32
027
0.20
0.16
0.13
275
220
2-68
2.01
1.61
134
1.15
100
0.60
0.67
0.50
0.40
0.33
0.25
020
0.17
260
226
1.70
136
1.13
0.97
0.85
0.68
. 0.57
0.42
0.34
028
021
0.17-
0.14
300
230
2-79 '
2.09
1.67.
1.40
120
1.05
0.84
0.70
0.52
0.42
0.35
026
021
0,17
270
2.38
1.78
1.43
1.19
1.02
0.89.
0.71
0.59
0.45
0.36
0.30
0.22.-
0.18
0.15
325
240
2.94
217
1.74
1.45
124
1.09
0.87
0.72
0.54
0.43
0.36
.027
0.22
0.18
270
258
1.93
1.55
.129
1.10
0.97
0..
0.64
0.48
0.39
-0.32
0.24
0.19
0.16
3m
940
3.12
234
1.67
1.56
1.34
1.17
0.94 •
0.78
0.59
0.47
0.39
029 -
023
020
280
2.68
2-01
1.61.
'134
1.15
1.00
0.80
0.67
6.50
0.40
0.33
025
0.20
-0.17
250
321
2.41
1.83
1.61
I.98
1.90
0.96 '
0.80 '
0.60
0.48
0.40
.0.30
024
020
280
2A7
2.15
1.72
1 A3
123
1.07
0.88
0.72
0- 4
0.43
0.86
'.027
021
0.18
.250
3A2
2.57
2.05
171
1.47
128
. 1A3 -
OA6
0.64 . .
0.51
0.43
• 0.32
026
021
290
2.95
221
1.77
1 A8
427
1.11
OM_
0.74
0.55
0.44
0.37
028
022.
0.18
250.
3.64-:.',
2.73
218::.1,62.:.
JM
1 6
'-r.1.09.
; 0.91.
=.-0.68-
0.55
, 0.45:,..
0.34
027
023
3.14 ; 295
1�88
1.6T :.:134
'
. -1.18
: 0.78.. ...0.59.' -
0.47 ..::
0.39 029
024
020'.
260 '
3.70 "
9.78
222
-=i 5 '
: 1.59
1.88
1.11
0.93
0.69
a56
0.46 -
. • OM
9.28 °
023"' '
:500
321.- -241
A*
-a,61:..:138
=• 120
' .0.96 :
'0.80 -;.�.Q,GO.;;.:0.48;,::.'
0.40:; :OX
.'_024',
.Q,20.:-...
272
: ,218
`, '[.82 i.66`. x1A9
0:91 4 68 �;±
0.64 } fly =
.-0.34
0: 7'
.0.23'._":
ais "
2ss
F
��� ; bs� " � .-r f :fits
,..i
;ems =3 o:7g r=o so -0.48
; 1.?j0 -osd
500
280
3.82
2.87
229 ,-
,,+ 1.91 -
t.64 '
1.4■3�•1
1.15
' O96 '.057
' -OAB '�' 0.36
0.29
624
40
" Cacufaflons based'on 80 PSI gur:'dt

1 Al MO.; no nultorm. P.,�VAffl
LANE SET UP (Typical with turntable models)
S *1 M
-2300 ft'.
Modell 030 Fr6m gerla] # A331 . 62>
W
GEAR '
RPM
SPEED
GEAR
'RPM'
LA
1770
6.00'.
H-2
2750
L-1
2290
5.25
H-2
9890
i.
L-1
2870
H-2
3030
L-2
2040
.5.50
6.75
H-2
3160
L-2
23.80
6.00
H-2
3300
1+1
1860
6.25
H-31800.:
H-1.
2090
6.50
H-3
1870
H-1
2320
6.75
H-3
1940
L-3
1960
7.00
H-3
2010
L-3
2140
7.25
H-3
2090
W
2310
7.50
H-3
2160
H-2
1930
7.75
H-3
2230
H-2'
2060
8.06
H-3
2300-,-
H-2
2200
6.25
Ff-3.
2370
H-2
2340
8.50.'.
H-3
2450
H-2
2480
8.76
H-3
2520
H-2
21610
6-14
PEED
9.00
=O
9.25
.W3
13.50
H 2-3
9.75
H4-
10.00..
10.50
X20'
10.76
H
11-00:
-H-3
11.25:
-.-K-43' ..--!?W2440O.'
11.50
H-3. .,nl 0
wo.
12 001,
12-50"
H-3-­ 360d

BIG GUN° PEA TORMANCE TAF-.,ES U.S. UNITS
100 SERIES BIG GUNS - 24'0 TRAJECTORY"
100 T TAPER BORE NOZZLES
Nozzle
Nozzle Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
P.S.I,
'S'
GPM
DIA.
'SS` DIA
GPM DIA GPM DIA.
.65'
GPM DIA,
.7"
GPM D€A
.75"
GPM
DIA,
GPM
A- DIA,
DIA,
GPM
01A,
GPM
9'
DIA.
t.4"
GPM
DIA,
6r
150
273'
165 .
200,
' 204
300,
50
50 205'
64 215' 1 74 225'
87 235'
100 245'
115 256'
130 265'
r�
a,Z
70
6D
225'
15 238' 1 88 250,
103 263'
���
120 275'
${2f�85'
136
263'
155
295'
177
302'
t97
3t0'
2e3
�
338'
90
682a5'
�672t58,i� '
1 I T 283'
�1,75 295'
155
306'
175
315'
20� l�3"
227
335'
27a
362'
110
76
265'
92 Z78' 1t1 290'
129 303'
150 3t5'
17i
32a'
195
335'
222
344'
247
355'
304
380'
'Available only with F100 S SR100.
(T'
100 R RING NILES 100 DN DIFFUSER NOZZLES
PSI
. I RING
77 RING
81 RING
86 RINGl
.89 RING
.93 RING
96 RING
0.5 ON
0.6 ON
I
0.7 ON
O.fl bN
IA GPM D
GPM DIA
GPM OIA
GPM Oi
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM OIA
GPM OIA
GPM DtA
40
66 208
78 212
91 215
103 22a
118 235
134 238
152 242
45 154
66 168
91 182
11a 19C
141 270
164 275
183 280
I
i
50
81 235
96 240
110 245
125 260
— —
110 200
143 2le
80
2
It1 265
127 275
45 285
163 300
189 305
211 315
100
105 270
124 200
142 295
162 305
182 320
212 325
236 335
MOM
1
"The diameter of throw is approximately 3%less for the ZY trajectory angle, 5% less for IB9
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
PS.I.
Nozxb
.T
GPM DIA
Noufe
a"
GPM DIA.
Nozzle
.9'
GPM DIA.
Nozzle
1A'
GPM D1A.
Nozzle
1.1'
GPM DIA.
Nozzle ,
IX
GPM DIA,
Noule
7 3'
GPM DIA.
60
110
285'
143
285'
182
305'
225
325'
275
345'
3W
365'
385
3B0'
80
12B
290'
1fi5
310'
210
335'
280
355'
315
375'
380
395'
445
410'
100
143
310'
195
330'
235
355' 1
290
375'
355
400'
425
420'
500
440'
120
137
330'
204
350'
258
375'
320
395'
385
420'
465
44o'
545
460'
150 R RING NOZZLES
P.Sl,
Pin,
a6
GPM
DIA,
Ring
s7•
GPM
DIA.
Ring
,.46"
GPM
DIA.
Rirt�
GPM
DIA,
Ring
1.26'
GPM
DIA.
Rin$
1.34
GPM
DIA.
Rin$
1.41
GPM
DIA.
60
110
260'
143
280'
182
300'
225
315'
275
335'
330
350'
365
365,
80
120
280'
165
W
210
320'
260
340'
315
360'
380
384'
445
395'
100
143
300'
185
320'
235
340'
290
360'
355
2180'
425
430'
50G
415'
120
157
315,
204
335'
256
360,
320
380'
385
400'
465
420'
545
435'
"The diameter o1 throw is approximately 3% less for the 21 • trajectory angle.
200 SERIES BIG GUNS - 270 TRAJECTORY"
200 T TAPER BORE NOZZLES
PSI.
Nozzle
lA5'
GPM DIA.
Noub
'
GPM OIA.
Nozzle
1,2•
GPM DIA.
Nozzle
t,3'
GPM DIA.
Nozzle
1.4'
GPM DIA.
Nozzle
1S'
GPM DIA.
Nozzle
I.S.
GPM DIA.
Nozzle
1.75"
GPM 41A,
Nozzle
1.9'
GPM OIA.
70
270 360'
310
3fl0'
355 395'
415
at0'
460
430'
555
450'
630 46S'
755 495'
890
515'
90
310 390'
350
410'
405 425'
475
445'
545
465'.
625
485'
715 SOS'
655 535'
1005
555'
110
3W 410'
390
430'
445 450'
525
470'
605
495'
695
515'
790 535'
945 545'
t110
590,
130
370 425'
425
445' 1
485 465'
565
485'
655
515,
755
540,
660 560'
1025 590,
121Q
620'
200 R RING NOZZLES
lA.
I 1 %' Ring))
GPM" DIAsci".
1 1}" Ring))
tM6• anplA.
I %' Ring i
GPM" a�01I'sA.
1440 Ring
6PM` a�DEA.PM•
I 1 'A* Ring
ant0t�. ua
2' R'tng
GPM Dln,0'
330 370'
385 390,
445 410,
515 425'S85
440'
695 455'
tw.gt=
0'
380 400'
445 420'S15
440'
594 455'
875 470'
805 490'
4'
425 425'
S00 445'
S75 465'
fi80 tB0'755
500'900520'
10'
465 445'
545 485'
630 485'
725 500'
625 520'
985 545'
The dmff*W of throw is approximately 2% lass for the 24' trajectory angle, 5% less for the 21' trajectory angle.
The BIG GU1W performance data has been obtained under ideal test conditions and may be adversely affected by wind, poor hydraulic entrance conditions or other laclors.
Nelson Irtigalion Corpofetlon makes no reprassniatiomregarding droplet condition, uniformity, or application rule.

020D. P6910TECH 2.
OLI...
S.. P. E C I-F I -C A T 1-0
N, S'
'For al -Power -Unit- Applications
'All
pit
IS09000
R E G I S T E $1 E 0

DIMENSIONS FOR INDUSTRIAL t2r UNIT APPLICATIONS:
F".
F
Em
WIRC1121-4K•4f 1
24.2 in.
(615—N
Mcm
M
I
I
3: 0.1
(757 tarn)
I
"ENERAL DATA
.odd._.........._�.�.................... .................... ................ ..................................
A020D
umberof Cylinders ._.......... _"' _............................_..................................................
Bore and Stroke—im.(mm)......... "."...................... __.......................3.31
x 3.54 (84 x 90 }
D*am=t—in%(la_............... ... ......................... ...................................
121.7 (1.9%)
iaa==o RadoT_........................................ ........ .............. ..................................
18:1
rites per Cylinder 4nmWExh2uu.................... "........... .......................................
"..1/l
rsr'mg".._.......".................... ........................ .............. ................................
Cn
1-3.4-2
bm cation Systtm."."..... "..................................... ............ ...................
.Direct Injection
r nCT ........In
-line, 4-C c
m"."..__......:........................................................................,....:..........Natural
,:ratjmm Vent System ... ........................... .................................................Open
Maximum Crmkase Ptessurc—in. H20(kPa)........ _........ ................... .................
„1(0.5)
"iYSICAI DATA Oad�dn Enpnr. �1 NrMai�q, FI�.ltael.,nd E4c,riel
ftgth_n(mm)......_.............. ....._..........................._....................................32.2
(819)
(tnm)_.....:..........:.......................................................................24.2
(615)
Height —in. (mm)"....... .................................................. "................................
31.0 (787)
W ' t, (pawcr unit)— 4b.(k£I.._................................._..............................502
tu
(228)
flrAcd K electric;]
nuts of Gar' Location
From Rru Fact of Block (X-axis —win.(mm)...............................................7.32
(186)
Right of Crankshaft (Y-axisj—in. (mm)......................................................0.18
(4.6)
Above Cranks)taft (Z-axis)—in. (mm).... ......................................................3.62
(92)
tximumAllowabkStatic Bending Moment at
Rear Face of Flywited Housine w/5,G Load—lb•ft(Nm) ............................159
(216)
Thrust Baring Continuous Load Limit (Forward)—Ib. (N).............................639
(2842)
EL SYSTEM
dInjection pump .... ............................................ __...........................................
Yanmar
uuvernur Regula6on".................. ........................................................................8%
maw
Gumr Type _.....,—............................:.......... ........................... ....................
Mechanrd
­ 4 Consstmpuon--Iblhr(kgfht1.......................................................................16.7
(7.6)
ximum AllowableFud Pump bunion Clean Snrem—in. psi (kPa) ...............1.13
(7.8)
1 Filter Micron Size @ 98% Etfickney.......................................................................10
LUBRICATION SYSTEM
r" Pressure at Rated Sped —psi 03)..............................................................59.7
(412)
t Prcmvc at Low ldlc--psi(kPs1....................................................................28.4
(196)
32.2 in,
(819 torn) ___ U_;
In Part Oil Temperarure—'F('C)......... .............................................................240 015)
OilPan Capacity. High—qt. (Lj...._......................................................6.0
0-8)
OdPan Capacity, Low--qc. (L).......... ".... ............................. .. .. ......................3.6
0-5)
Total Engine Oil Capadty with Fdte"t. (L).,."....__......................................
6.7 (6A)
F4ne Mgular Limits (Continuous) Any direction—clegrees .........................................25
AIR SYSTEM
Maximum Allowable Temp. Rise Ambient Air to
Eazine Inlet—'FM.,.. .................. ........ ............. ...........
................... 1800)
Maximum Air intake Restriction
Dirty Air Cie ner—in. H2O(kPa).............. .........................................
:.........25 (6.25)
Clan Air Cleaner —in. H20(kPa)... ._............................................................12
(3)
Engine Air Flow-0/min (milmin).......... "... ................. ......................
...........113 (3.2)
Recommended intake Pipe Diameter --in. (mm)...................................:..............1.97
(50)
EXHAUST SYSTEM
Exhaust Flow— 0/min (milmin)........ __... .............. .....................................
__307 (8.7)
Exhaust Tem ramrc--'F ('C)_........ ..........._................................ I_.......
.....
.1 l l2 (600)
Maximum owablc Back Pressure —in. HYO(kPa).....................................51.3
(12.3 )
Recommended Exhaust Pipe Diarneter—in.(mm).—...........................................2.36
(60)
COOLING SYSTEM
Engine Heat Rcjcaior>—BTU/min(kl>)._......................................................1298
(22.8)
Coolant Flow—gallmin (Umin)......... ............ ........................ .........:
................. 18.2 (70)
Thcrmosrat Start to Opcn--'F ('C)....... ............. "..... ...:.....................................
160 (71)
Thermostat Fully Open—'F('C)__........... ........... _............................................135
(85)
Maximum Water Pump Inler Restriction —in. H20(kPa)......................................40
(10)
Engine Coolant Capacity—qt.(L).........................................................................4.9
(4.7)
Recommended Pressure C2p—psi(kPa)...............................................................12.8
(88)
Maximum Top Tank Tcmp—'F(*C)....... ............................................
............221 005)
Rccarttmcndcd Air to Boil—'F('C)......................................................................117
(47)
ELECTRICAL SYSTEM
Recommended Binery Capacity (CCA)
12 Volt System—amp............................................................................................600
Maximum Allowable Starting Circuit Resistance
'12 Volt System--0hm......................................................................................0.0012
Saner Rollin Current-12 Volt System
at32' F f 0' Q—imp........................................................................... ..................350
5 afiadoats and dtri;rt rub)ect to change .without entice. ,
i
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3801 W. Ridge%vayAve. INTERCONTINENTAL, GmbH
llllll� . , T P.O. nos 5100 400 19th street
Waterloo. IA 50704-5100 Moline. Illinois 61265.1388
i Phone [phone] Phone [phone]
FAX [phone] FAX [phone]
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2) MAINLINE PIPE AND LATERAL SHALL BE 4' PVC CLASS 160 AND 3' AND 2'
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PHASE II DOCUMENTATION.
SWINE EFFLUENT TREATMENT AND ANAEROBIC LAGOON DESIGN
FOR
THE ED JOHNSON FARM IN THE WINDBLOW-COMMUNITY OF
MONTGOMERY COUNTY, N.C. (g6A e
rmk. r�
f.'
AS -BUILT SPECIFICATIONS
Prepared for :Edward Johnson
P.O. Box 776
West End, N.C. 27376
Phone: [phone]
Plans Prepared By: Larry F. Graham, P.E.
Environmental Engineering Services
5647 N. C. Highway 211
West End, N.C. 27376-9001 Phone: [phone]
Fax: [phone]
Soils Review. NOT APPLICABLE TO THIS PHASE
Submittal Date: January 10, 1995
Specification
Review By:
!� Larry F. Graham, P. E.
7W. CT istration Num er 11602
Review.
SEAL
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11602 .
+pp. � � cis
liiii���"

TABLE OF CONTENTS
1. INTRODUCTION
2. GENERAL SITE INFORMATION AND LAGOON LOCATION
3. REVIEW OF GENERAL FARM PARAMETERS.
4. LAGOON SHAPE.
6. SOILS.
6. VOLUME CALCULATIONS.
7. DESIGN TREATMENT VOLUME.
S. SIX MONTH WASTEWATER AND RAINFALL STORAGE --
9. SEVERE STORM STORAGE.
10. FREEBOARD.
11. EMERGENCY SPILLWAYS AND OVERFLOW PROTECTION.
12. DAM CONSTRUCTION.
13. LAGOON DESIGN SUMMARY:
14. CONCLUSIONS AND NOTICES.
EXHIBIT LIST FOR PHASE II
Exhibit 5A Phase 11 Constructed Lagoon And Dam
2
2
3
3
3
4
4
6
5
6
7

17
y
LAGOON DESIGN PARAMETERS AND DETAILS (AS-BUILTi
1. Introduction
The Ed Johnson Farm is a new swine farm in the southeastern part of
Montgomery County N. C. The farm is located in an agricultural/rural setting
well off of the paved road. As of this document date construction on one or more
of the housing units is finished or is close to completion. The lagoon has been
constructed.
The farm is a pig nursery operation and has the capacity of 3,840 head in 4
confinement houses. Swine effluent will be stored in a lagoon and be recycled
into the houses to recharge the waste removal systems. On occasion lagoon
effluent will be pumped from the lagoon and land applied via a spray irrigation
system. The effluent applied to farm grown crops will act as a commercial
fertilizer substitute.
PHASE II (this report) contains as -built information on the lagoon structure, dam
construction, and general as built characteristics. Usually this section is
prepared after all lagoon construction is complete and volumes and or sizes can
be measured. The engineer has tried to weigh all factors in accordance with
importance while construction was taking place on this lagoon and keep the final
construction as close to the original plans as practical.
2. General Site Information And Lagoon Location
The physical location of the farm is in the southeastern part of Montgomery'
County, off State Road # 1003, approximately 3 miles north of Windblow, N. C.
The nearest stream is Naked Creek and it is located approximately 1,000 feet
from the proposed lagoon site. Exhibits 1, 2, and 3 (PHASE I document) show
various views of the property location
As the site work was taking place it was not possible to make the lagoon shape
exactly like the original design due to the first grading contractor's equipment
limitations. However it was possible to make the lagoon very close to the target
shape once a new contractor took over the project. Correct volumes to meet
design guidelines for treatment were obtained. The position of the lagoon on the
property was as described in PHASE I.

3. Review Of General Farm Parameters.
1.
Type of facility:
Nursery operation
2.
Number of hogs:
3,840 head.
3.
Average animal weight assumed:
30 pounds.
4.
.
Approximate full volume of lagoon in
gallons (cubic feet) - estimated.
1,438,934 (7,123)
5.
Total number of acres at the farm.
210 +1- acres
6.
Number of acres in pond and
containment houses (approximately).
3 acres
7.
Housing:
4 Units @ 960 head each
8.
Type of Waste Treatment
Anaerobic lagoon
4. Lagoon Shape.
The treatment lagoon was originally designed to be a rectangular surface with a
flat bottom. The first grading contractor's equipment was not sufficient to build
the lagoon in the designed shape. A new and different contractor completed the
lagoon. Overall the final lagoon resembled the initial design. The final shape
was steeper on the inside and had rounded comers with the bottom almost flat
and closer to a rectangle. (See Exhibit 5A For Topographic Details).
5. Soils.
When deep excavations were taking place on the lagoon a considerable amount
of clay and sandy clay was found below the sandy upper soils. This material
started around 8 to 9 feet deep (below original grade). While this sandy clay
material was not ideal for use as a lagoon liner it was far better than that found
during the, first soils investigation. This material was estimated to be between 8
and 9 feet thick as it lay.
The engineer decided to let the contractor construct the dam core out to this
native sandy clay. Its moisture content and consistency were satisfactory to
allow it to pack properly. In fact the quantity of material was sufficient to build
over 50% of the dam (including the core) and also line the upper portion of the
lagoon (i.e. the sandy soils)12 inches thick. At the end of the project
approximately 80 truck loads of good quality clay was hauled to the site and an
additional 12 inch clay liner installed over the lower 70 percent of the lagoon.
Upon completion, all interior surfaces had some degree of compacted clay
covering. The natural clay combined with the hauled in clay should provide an
impermeable barrier to vertical effluent migration. Clay liner depths on the upper

�14N'
30 percent of the lagoon were made around 12 inches thick. All clay surfaces
zr.
were compacted with a sheeps foot roller. No synthetic liner was used as had
' been projected.
6. Volume Calculations.
All As -Built lagoon volumes calculated for the Ed Johnson Farm used on -site
topographic measurements which compares the empty lagoon with the full
lagoon. Maximum or full volume would be full to the overflow level. The
computer technique used for these comparisons is called L.I. Contour V+,
Version 5.0, developed by A.B. Consulting Co. Inc., Lincoln NE. Great care was
used in developing the contour maps for comparisons, however any such
measurements and calculations have some margin for error. The engineer has
verged the L.I. Contour V+ program with known field data and believes it to be a
very accurate approximation technique for pond volumes.
7. Design Treatment Volume.
The design treatment volume (sometimes called Minimum Design Volume) is the
minimum volume of wastewater needed to maintain optimum conditions for
bacterial growth. This volume will likely require several months to obtain once
filling begins. The owner should be careful to add water to the lagoon until one
third to one half of the design treatment volume is achieved before adding swine
manure.
The operator should always strive to maintain a liquid depth of at least 6 feet to
control excessive odors. Mr. Johnson is using well water to initially charge his
lagoon.
From PHASE I design guidelines the engineer is restating below the design
treatment volume needed.
Design Treatment Volume:
Practical design range cc 800,000 to 900,000 gallons
The water level (minimum design volume) in this lagoon may vary slightly,
depending on wastewater. productions and irrigation schedules. At a 900,000
gallon volume the estimated depth of liquid in the Ed Johnson lagoon would be
approximately 12.5 feet. This 9000,000 gallon volume includes roughly 40,000
gallons for sludge accumulation. However sludge accumulation was assumed
zero.
8. Six Month Wastewater And Rainfall Storage --
- - Wastewater will normally be pulled off of the top of the lagoon and recycled to
the confinement buildings for reuse or spray irrigated. However there will be
>; times when irrigation can not occur and liquids will accumulate, especially during
cold wet weather.. The original design for the Johnson Farm called for six
�' , months of storage of liquids. The six month storage volume includes excess

wastes produced by the animals, spillage or wasted water, clean-up water, and
excess rainfall (less evaporation) directly into the lagoon. This does not include
rainfall run-off water from outside the lagoon since that will be diverted by
earthen embankments and grass waterways.
Six Month Storage Needed:
430,848 gallons
The six month storage should add approximately 2 to 2.5 feet of additional water
to the lagoon. Thus, the maximum depth of the water accounting for both design
treatment volume and six month storage would be roughly 15 feet. In practical
terms, the following are guidelines for irrigation based on depth only (crop
demand and weather not considered).
STOP IRRIGATION AT AROUND 12 FEET OF TOTAL DEPTH.
START IRRIGATION BEFORE 15 FEET OF TOTAL DEPTH.
9. Severe Storm Storage.
At any time in North Carolina there can occur a severe rain producing storm
which can deposit considerable amounts of water quickly. This fact has been
considered. The standard.storm surge allowed in lagoon design is the 25 year -
24 hour rainfall event. For conservative reasons the engineer chose to use 6.5
inches as a design number, which is greater than the 25 year 24 hour rainfall for
Greensboro, N. C.
The design engineer only considered the rainfall falling within the interior of the
lagoon. There Should Be No Surface Run-0ff From Surrounding Areas
Allowed To Enter The Lagoon. All Run -Off At The Ed Johnson Faun Has
Been Diverted Around The Lagoon Via Earthen Embankments. A 5% safety
factor has been added to the storm storage to account for a small amount of
lagoon rim "run-in".
The 25 year - 24 hour storm volume for the Ed Johnson Farm was calculated to
be approximately:
Severe Stone Volume:
110,779 gallons
10. Freeboard.
Freeboard is the extra depth added to a lagoon for safety against an
embankment overflow or dam washout. This extra depth is a safety measure
and prevents water from spilling over the dam, resulting in dam erosion and
complete or partial failure. This was a selected value at the Johnson Farm.
Lagoon Freeboard: 1 foot.
4

11. Emergency Spillways And Overflow Protection.
The discharge or overflow of swine effluent to the surface waters of N.C. Is
prohibited. However, in the unlikely event the water level inside a lagoon
should exceed the maximum high water level it should have a predetermined
path of overflow in order to safeguard the dam.
The engineer decided to use a 25 year -1 hour storm for emergency spillway
design at the Johnson Farm. Weather data for Greensboro, N. C. suggests
rainfall during this storm event at:
25 year -1 hour storm = 2.74 inches
Average overflow calculated to be:
1.74 cu.ft.lsec. (cfs)
The emergency overflow elevation at the Johnson Farm was measured and was
found to be at the 82.3 foot contour. While some minor shaping still needed to
be conducted, the as -built overflow should be suitable. Final shaping should be
conducted within the next 3 months. See Exhibit 5A for more details.
12. Dam Construction.
The lagoon dam was constructed with a reasonably good soil material with a
- fairly high clay content. Its construction was observed by the engineer as
construction was taking place. Recommendations found in PHASE I can be
viewed to see original construction considerations. The following are as -built
details.
1. Maximum Height, Top of Dam to
Outside Toe - Before Settling
2. Top of Dam Contour
3. Inside Dam Slope
4. Outside Dam Slope
5. Dam and Dam Core Compaction
6. Anticipated Dam Settling
7. Top Width of Dam
8.
9.
`77 d_
syrls{
Dam Core Width
Dam Core Depth
S
14.5 feet
83.3 feet.
2.5 to 1 (average).
3.3 to 1 (average).
Loaded Pan
0-2 percent.
10 to 22 ft.
12 feet.
0 to 6 feet.

13. Lagoon Design Summary.
ASS
BUILT CONMUCTION OF LAGOONS
La OF 1-10-95:
1.
Number of hogs =
3840 head
2.
Type of facility =
Nursery operation
3.
Type of lagoon =
Single stage anaerobic lagoon.
4.
25 year 24 hr. storm intensity =
6.5 in.
5.
Estimated run-off from surrounding land
0%
into the lagoon =
6.
Waste storage period =
6 months
7.
Design criteria
Anaerobic treatment with adequate
8. Measured maximum dam height of
Lagoon =
9. Inside side slopes =
10. Sludge accumulation criteria
11. Average animal weight =
12.Approximate Final Volumes (rounded):
5 year sludge accumulation
(calculated)
Design treatment volume
6 month storage
25 year 24 hr. storm
TOTAL DESIGN ESTIMATED
VOLUME (less freeboard)
13JOTAL MEASURED VOLUME USING
COMPUTER SOFTWARE
14.Top dimensions (approx.) _
15. Bottom dimensions =
16. Max. liquid depth (approx.)=
17. Minimum liquid depth to. maintain =
1& Emergency spillway elevation off floor =
19. Emergency spillway invert
20. Dam top bench mark elevation =
6
odor control.
14.5 feet.
2.5:1
Irrigate Solids, no long term solids
accumulation.
30 lbs.
40,000 gal.
860,000 gal.
430,000 gal.
111,000 gal.
1,441,000 gal.
1,414,000 gal.
Irregular (see Exhibit 5A)
Irregular (see Exhibit 5A)
16.3 ft.
12 ft.
16.3 ft.
82.3 ft.
83.3 ft.

4l
21. Dam front and back slope ratio
> 5:1
_
•
22. Clay liner depth =
12 to 24 in.
23.Top width of dam =
10 to 22 ft.
24. Freeboard
25. Rainfall for overflow calculations =
2.74 inlhr
26.Start pumping liquid level before =
15 ft. deep
27.Stop pumping at liquid level about =
12 ft, deep
14. Conclusions And Notices.
The lagoon system at Ed Johnson's Fans is mostly complete as of this
PHASE II report. The contents of this report are included herein to describe
the lagoon and then compare these numbers to the design parameters in
PHASE 1. For brevity reasons certain portions of this report list average
values or rounded numbers when exact values are not appropriate or are of
very small percentages. The engineer feels as though the lagoon structures
as built will function properly as anaerobic treatment structures for the swine
effluent at the Ed Johnson Farm as long as the system is maintained and the
farmer agitates and irrigates the effluent on a regular basis.
2. The potential for bare soils to erode at this farm is high. This will require the
farmer to repair erosion scars during the course of filling the lagoon. It is
very important to repair any erosion on the dam and side walls as soon as it
is observed. Grass should be planted Immediately!
3. The engineer wishes to point out that certain construction items are yet to be
completed or are almost complete, e.g. grass planting, finished shaping of
overflow, etc. These Items must be done to have a satisfactory lagoon
system. Sediment and erosion control structures and practices must be
maintained as long as there is the potential for erosion. This includes the
planting and maintaining of grass. The farmer will be continually responsible
for maintaining all parts of this system and completing the work as promised
to the engineer.
4.
The owner of this lagoon system shall be obligated to install the system
according to the above specifications. However the engineer realizes the on -
site conditions may cause some variations in as already mentioned. As long
as the changes are minor and improve the system and do not change the
flow or intent of the design, the changes can be made by the owner. Brand
name items mentioned in this document are given for example only and may
be changed as long as the function and quality are not compromised.
5.
The engineer takes no responsibility for changes made to the system before,
during, or after construction without his knowledge. Nor does the engineer
take any responsibility for human losses or property damages which should

occur due to poor workmanship, improper use of machinery, unknown
conditions above or below ground level, legal problems with boundary lines
or easements, acts of Nature, or "short-cuts" the owner may take in system
construction or operation.
- 6. The engineer has made a concerted effort to observe the lagoons being
constructed at different stages. However, as with most existing systems
there are components of the system that are not visible and were not
observed under construction. Therefore it is necessary to assume certain
things that are reasonable for such systems or take the information given by
owners, contractors, etc. Information given to the engineer by others and
used in these specifications shall be taken as truth if it can not be verified
otherwise.
END OF PHASE 11 SPECIFICATIONS
The preceding specifications and comments have been reviewed by the
undersigned professional engineer and are believed to be complete within the
context of the scope of this project. The lagoon is ready for use, however the
engineer acknowledges more work is scheduled as documented herein and in
correspondence to the owner.
Preceding pages reviewed by Engineer: 1 through 8.
Professional Engineers Sign
Larry F. Graham, P.E.
North Carolina P.E. Registra
Date of Signature and Seal:

REFERENCES FOR PHASES I AND I!
American National Standards Institute (ANSI)IASAE No, EP403.2 August
93. DESIGN OF ANAEROBIC LAGOONS FOR ANIMAL WASTE .
MANAGEMENT.
2.
American Society of Agricultural Engineering, Engineering Practice No.
ASAE EP379.1. CONTROL OF MANURE ODORS,
3.
American Society of Agricultural Engineering, Data No. ASAE D384.1.
MANURE PRODUCTION AND CHARACTERISTICS.
4.
American Society of Agricultural Engineering, Engineering Practice No.
ASAE EP470. MANURE STORAGE SAFETY.
5,
American Society of Agricultural Engineering, Engineering Practice No.
ASAE EP393.2. MANURE STORAGES.
6. Barker, James C., Ph.D., P.E. Professor in the Biological and Agricultural
Engineering Department, N.C. State University, Raleigh, N.C., LAGOON
DESIGN AND MANAGEMENT FOR LIVESTOCK WASTE TREATMENT
AND STORAGE. Extension Publication Number 103-83, Revised 1990.
7. Barker, James C., Ph.D., P.E. Professor in the Biological and Agricultural
Engineering Department, N.C. State University, Raleigh, N. C., Personal
Communication.
8.
DAM SAFETY, N.C. Administrative Code, Title 15A, Department of
Environment, Health, and Natural Resources. Sub Chapter 2K, Amended
January 1, 1991.
9.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, published by the North Carolina Department of Environment,
Health, and Natural Resources, Land Quality Section. September 1, 1988.
10.
Jones, Vernon, Civil Engineer, U.S. Soil Conservation Service, Salisbury,
N. C. Personal Communication.
11.
Malcom, H. Rooney, P.E., ELEMENTS OF URBAN STORM WATER ,
DESIGN, N.C. State University, Raleigh, N.C. 27695-7902, 1991 Version.
12.
Midwest Plan Service, STRUCTURES AND ENVIRONMENT HANDBOOK,
ELEVENTH EDITION, 1983. Iowa State University, Ames, Iowa 50011.
13.
Robertson, Barton, District Conservationist, U.S. Soil Conservation Service,
Asheboro, N. C. Personal Communication.
14.
Safley, L. M., Jr., Ph.D., P.E., Professor in the Biological and Agricultural
_
Engineering Department, N.C. State University, Raleigh, N.C. FINAL
REPORT TO NATIONAL PORK PRODUCERS COUNCIL AND NORTH
CAROLINA PORK PRODUCERS ASSOCIATION - ENVIRONMENTALLY
" `''
SOUND MANAGEMENT AND UTILIZATION OF LIVESTOCK MANURE.

15.
Safley, L. M., Jr., Ph.D., P.E., Professor in the Biological and Agricultural
_
Engineering Department, N.C. State University, Raleigh, N.C. Personal
Communication.
16.
Soil Conservation Service Guideline No. 359. WASTE TREATMENT
LAGOON. SCS January 1989, and other design guidelines.
17.
Weather and Climate in N.C., Bulletin 396, Revised 1971, Agricultural
Experiment Station, N.C. State University, Raleigh, N. C.
18.
Westerman, P.W. Professor in the biological and Agricultural Engineering
Department, N.C. State University, Raleigh, N.C. Personal Communication.
19.
White, Richard K., CONTROLLING ODORS FROM CONFINED
LIVESTOCK PRODUCTION FACILITIES, Publication No. AEX70,
Cooperative Extension Service, Ohio State University, Columbus Ohio
43210.
�: 10

I pri Y
C0
AHMQL, WASTE PLAN C$RTIYICATION Fast kaw t7R ZMPA=RM FEEDLOTS
Please return the aasaplatad form to the Division of Zmvirossmantal Hanagemant at
the address an the reverse side of this fora. ,
Name of farm (Please print) s_ E[i_ J-ohnson Farm__
Address:
Phone No.: (A1 n 1 673-7 ,25
Countys,- mnof-gnmary
Farm locations Latitude and Longitude:34 = L.. /3g A.2 W (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.): GwinA ni,rgPrg
Design capacity (number of animals).s 1,840 hParl
Average size of operation' (12 month population avg.) s
Average acreage needed for land application of waste (acres) she cr*c V---
swaaaame Numnaammummssassssasasssssaawwsswsassaswaassassssasesssasssswsasaswssass
Tachnical Specialist cartilleation t
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 1SA NCAC 6F .0005, r certify that the new.or
expanded animal waste management system as installed for the farm named above
has an animal, waste management plan that seats the design, construction,
operation and maintenance standards and .specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to I,SA NCAC 2H.0217- and
1SA NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-ha►va-beesL-veritied by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) r liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste -utilization (or use of third party) ; access
or ownership of -proper waste application equipment; schedule for timing of.
applications; application rates; loading rates i and the control of the discharge ;
of pollutants from stormwater runoff events less severe than the 2S-year, 24-hour .
storm.
Name of TGCb siCal specialist (Please Print) s Larry F . Graham, P.E.
Affiliation:
Address (Agency) • $hone Na . _(C)2,Q) F 7 ,4- n a R T
27376-9001 .
Signatures Dates,,;,,
a a,araaeataaaawaesa�w asw w wwwowaw wwsasaaswsswsasssssswwsasssassssass
Owasr/ISaaagar A emaslt
I (we) underst the op ation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know• that any additional expansion to the . existing
design capacity of the waste treatment and storage system,or construction of new
facilities will require a new Qertificatien to be submitted to the Division of
Environmental Management before the new animals are stocked. -I (we) also.
understand that there must be no discharge of animal waste from* this system to rv�
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 2S-yeas,, 24-hour storm. 'The
approved plan will be tiled at the farm and at the office of the local Soil and
'Water Conservation District.
Name of Land owns= (Pleas P t) r Edward Johnson
Signature: Dates 1 -1 0-95
same of Haaave=, if different from owner (Please print) s
Signatures Dates
,S2r,ss A, change in. land ownership requires notification or a new certification _
(if the approved plan %is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
„, DEK USE ONLY:ACNEWO

- State''ot North Carollnc,'
Department of'Environ,..ant,
Health and Natural Resources •
Division of Environmental Management
James B. Hunt, Jr., rnarr. ED � r' a
Jonathan B. Howes,, Secretary r—i
A. Preston Howard, Jr., P.E., Director
INSTRUCTIONS FOR CERTIFICATION OF APPROVED ANIMAL'WASTE MANAGM ENT PLANS FOR
NEW OR EXPANDED ANnIAL WASTE MANAGEMIIM SYSTEMS sERVINri FEEl9LOTs
RLdt721L�.mQ''i'9/DQ'APa9g - . � .
In order to be deemed permitted by the Division 'of Environmental Management
(DEK), the owner of any new or expanded animal waste management system
constructed after January 1, 1994 which is designed to serve greater than or
equal to the animal populations listed below is required to submit a signed
certification form to DEH before the new animals are stocked on the farm.'
Pasture operations are exempt from the requirement to be certified.
100 head of cattle
75 horses
2S0 Ovine
1,000 sheep
30,000 birds with a 3.iquid'xaste system
The certification must be signed by the owner of the feedlot (and manager if
different from the owner) and by any technical apecialist designated by the Soil
and Water Conservation Commission pursuant to 15A NCAC 6F .0001-.0005. A
technical specialist must verify by an on -sits inspection that all applicable
'sign and construction standards and specifications are met as installed and
it all applicable operation. and maintenance standards and specifications can
met.
Although the actual number of animals at. the facility may vary from time to time, .
the design capacity'of the waste handling system should be used to determine if
a farm is subject to'the certification requirement. For example, it the waste
system, for a feedlot is designed to handle 300 hogs but the average population
will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management
systems adopted by the Environmental Management Commission (EMC) on December 10,
•1992 (Title 15A NCAC 2H .0217). '
4
CZRTTPT94TIOH FORM
on the reverse side of this page is the certification form which must be .
submitted to DEm before new animals are stocked on the farm. Assistance in
completing the fort, can be obtained from one of the local agricultural agencies
such as the soil and water conservation district, the USDA -Soil. Conservation
Service, or the N.C. Cooperative Extension Service. The form should be, sent tot
Department of Environment, Health and Natural Resources
Division of Environmental. Management
.Water Quality Section, -Planning Branch
P.O. Box•2953S
Raleigh, N.C. 27626-053S
:Phohet 919-133-5083
St ve W. Tedder, Chief
Water Quality section
n IDm ACNEW0194 Data
P.O. Box 29635. Rdeigh, North Ccsolina 276264X3S Telephone [phone] FAX [phone]
An Equal Opporiw* Af&maflw Acllcn Employer 50%sec"d` 10% pod con3umer poper s
r-

ENVIRONMENTAL ENGINEERING SERVICES
Water *Wastewater - Sludge • Agricultural a Industrial a Civil
January 11, 1995 1
Q
NCDEHNR - Division of Environmental Management
Water Quality Section, Planning Branch
P. 0, Box 29535
Raleigh, N.C.27626-0635
[phone]
RE: -.'Lagoon Design, Discussions and
Certifications for the New Swine
Effluent Lagoons at the Ed Johnson
Farm,. Windblow Location in
Montgomery Co.
To Whom It May Concern,
Please find attached. the following:
1) The original copy, of . the signed certification ..form for Livestock Waste
Management plans,. signed by myself and Ed Johnson: Attached to the form is a
vicinity map.
2) The original- copy of the signed, Livestock Waste Utilization plans, signed by
Angela Hill and Ed Johnson:
1, trust this information:fuifills Mr. 'Johnson's requirements for certification
pursuant to requirements listed - in' Title 15A, NCAC 2H ..0217 (Animal Waste
Management). Unless otherwise,raquested,' this will be the only correspondence
toyour-office on the matter.
If there are questions or items 1 have not addrepsed please let me know.
Thank -you for your time in this matter.
cc: Ed Johnson
enclosures
5647 N.C. HIGHWAY 211, WEST END, N.C. 27376-9001 - [phone]

State of North Carolinailk?
Department of Environment RECEIVED A4
•
and Natural Resources 1
-12
Division of Water Quality f.14Y 3 2000
James B. Hunt, Jr., Governor RE MEVILLE NCDENR
Bill Holman, Secretary OFFICE NORTH CAROLINA DEPARTMENT OF
Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES
April 18, 2000
EDWARD JOHNSON
NAKED CREEK FARM
PO BOX 808
WEST END NC 27376
Subject: Certificate of Coverage No. AWS620012
Naked Creek Farm
Swine Waste Collection, Treatment,
Storage and Application System
Montgomery County
Dear Edward Johnson:
In accordance with your application received on September 17, 1999, we are forwarding this Certificate
of Coverage (COC) issued to Edward Johnson, 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 Naked Creek Farm, located in Montgomery County, with an
animal capacity of no greater than 7104 Wean to Feeder and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003. Pursuant to this COC, you
are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
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

Certificate of Coverage AWS620012
Naked Creek Farm
Page 2 '
This COC-is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the 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 Susan Cauley at [phone] ext. 546.
Sincerely,
err T. Stevens
cc: (Certificate of Coverage only for all cc's)
Montgomery County Health Department
Fayetteville Regional Office, Water Quality Section
Montgomery County Soil and Water Conservation District
Permit File
NDPU Files

f
T i
State of North Carolina RF
Department of Environment and Natural Resources wA Rq � ,
Division of Water Quality S�C77ON
Non -Discharge Permit Application Form 1 ,
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) Non, 1999
General Permit - Existing Animal Waste Gperatiol /zag8,,i mn
The following questions have been completed utilizing information on file with the Division. Please
review the information' for completeness and make any corrections that are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Naked Creek Farm
1.2 Print Land Owner's name: Edward Johnson
1.3 Mailing address: PO Box 808
City, State: West End NC
Telephone Number (include area code): 910-673-7825
"Lip: 27376
1.4 County where facility is located: Montgomery
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): On the southwest side of SR 1525 a rox..5 miles
south of its intersection with SR 1003, north of Windblow, NC.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Carroll's Foods Inc
1.8 Date Facility Originally Began Operation:
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 62 (county number); 12 (facility number).
2.2 Operation Descrip rr Swine operation
Ito Feeder
7104- Certified Design Capacity
Is the'above information correct? yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 62 - 12

,
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 14.1 Required Acreage (as listed in the AWMP): 11.6
2.4 Number of lagoons/ storage ponds (circle which is applicable): Z
2.5 Are subsurface drains present within I00' of any of the application fields? YES or NO please circle one)
2.6 Are subsurface drains present in the vicinity or under the Iagoon(s)? YES or NU (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? %-15`9q N,,*s 1- ;-4� I oZ` `qs _ xce 5'
What was the date that this facility's land application areas were sited? ID -1-94 rJ g - l D -
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Init_ia_ls
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a-CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.��
The CAWMP trust include the following components. Some of these components may not
have been required at the time the facility was certified but should be added to the
CA WMP for`permitting purposes:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
• 3.3.4 The soil series present on every land application field.
- 3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.4 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 62 -12

Facility Number: 62 - 12
Facility Name: Naked Creek Farm
4. APPLICANT'S
1, r
this application for
has been reviewed by me and is accurate and coi
application are no completed and that if all requ
package will be reWmed to me as pcor�Rlete.
5. MANAGER'S CERTIFICATION: (
RECEry
YVq R QUALITT� E T pN
IS& 17 10999
N0r1.p*/ tg, gst,,f"ng
n
(Land Owner's name listed in question 1.2), attest that
(Facility name listed in question 1.1)
to the best of Wy knowledge. l understand that if all required parts of this
Mppo n formatio d attachments are not included, this application
Date
W to only if differenQ the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for _(Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL: SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 62 -12

OF
Animal Waste Management Plan Certification
(Please type or print all information:the d ECIMI e)
General Information: `PJAT�R QUALITY SECTION
Ikon -discharge Compliant
Name of Farm: _ 1J ter u� � � r � k 1L _�-_ a� �,-. ipja[iity No:,.,7
Owner(s) Name: El:) J"6oKsaK _ Phone No: 34C, q-jLA-L�.6-1(o
Mailing Address: P. o-,B$ 17 374
Farm Location: County Farm is located in: Nfow*cxoMr
Fourteen Digit Hydrologic Unit: 0 3 o4o z o 3 0 1 o o 4-,o
Latitude and Longitude: `1C1 } 2 \D IS C_L_ 0 V integrator: 0A2R,atk:s F&mt*
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): TP*K,E_ A C '73 -ra W I rt,Tf BLOW y 7-u4-t �tazrtl oN SR 1 g
T1Rrl Lgf= otj FAam min Adeen i 314 Mit`a�t( - :rm , Wj5k 15Z7 TkAuICL
A 49Io x. MIt - EA &+�I._ I'm MrA 4KRE— 9-%S- yrx:X
Operation Description:
T, of Swine No of Animals
can to Feeder —1l0 +
0 Feeder to Finish
() Farrow to Wean
() Farrow to Feeder
Farrow to Finish
0 Gilts
0 Boars
Type of Poultry No of Animals
QLayer
OPulleta
Other Type of Livestock:
Type of cattle No of Animals
()Dairy
()Beef
Number of Animals:
Fxprtrrdtng t7peratran t7nfy
PreutOus Design Gup'acrry .¢ddtrionaf Dettgtx CaPactt}'..... Tgta,zDesrgn Capactl
Acreage Available for Application: /¢, a Required Acreage:_ /l4�;
Number of Lagoons/Storage Ponds: Total Capacity: -J�\1, S le 1 Cubic Feet (0)
Are subsurface drains present on the farm: YES or Q (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/Manager Agreement
'1(we) verify that all the above information is correct and will be updated upon changing. .1 (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. 1 (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 a f 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-made
conveyance or from a storm event less severe than the 7.5-year, ''_4-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 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 50 days of a title transfer.
Name of
Signature:�, " ,._____4
Name of Manager (if different from
Date: t-t r ct
Signature: Date:
AWC -- August 1, 1997 1

Technical Specialist' Certification
I. ' As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the animal waste management system for the farm named above has an an�imai waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North. Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 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, SI, WUP, RC,I) the technical specialist should only certify parts for which they are technically competent.
II. Certification of Design
A) Collection, t ra a Treatment SyStein
Check the appropriate box
(%�Y Fxistipg facility without refit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
ew, expanded or retrofitted facility (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.
k
Name of Technical Specialist (Please P '�i A ., 6rakin-1 /)'S-
.GOOD
Affiliation: -r7✓:ra/�-., / �''�`✓.COY �'s mate Work Completed: r��r
Address(Agency) '
/Y�4 31 alone No. ��Q y
Signature: '•. , , I ��'•P�Q •�flate: — �� _
ANCIS ,.•'"
B) Land A li ti !te ��r+flfltfl++��
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): A WAS L 440 m-:5o,4
Affiliation:CR
Date Work Completed:R, 1Z 11
Address (Agency): p, a - Bow
15S41 .2B 8 Phone No:9/o z93 - 3434
Signature:
Date: I z I 1(. 3-7
Q Runoff Controls from Exterior Lots
Check the appropriate bax
(� Facility 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 arras have been designed in accordance
with technical standards developed by NRCS.
Name of Technical Specialist (Please Print):
0
Affiliation:o� Date Work Completed:
Address (Agency):?.,. $S -CPhone Na.: 91 b z93 - 3A-3-4--
Signature:a�— Date:
AWC — August 1, 1997

t
D) Application and Handling Eauitiment
Check the Appropriate box
(v� Existing or expanding facility with existing waste application equipment (WUP or [)
Animal waste application equipment specified in the plan has been either Meld 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).
O New, expanded. or existing facility without existing waste application equipment for Mrav-irrigation ([)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
New.exuanded,or existing facility without existing waste application equipment for land soreading-not using sFrav
irrigation. (WUP or 1)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed gpplication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading fates; a schedule for timing of applicaioas has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist
Affiliation: z:�^
#' A ;�
Date Work Completed:
r� ;j. .n
lz
4 «
�"'�
Address(Ag(-.ncy): :.
=,
Phone No:
.
t
Signature:
'�;`." :�o.:?.
Date:
�-
E) Qd9r Control, Insect Control, M lii h1 — grit an Emergency Acti n Plan SD I RC or
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Manan ement Plan and the Emergency Action Plan are complete and -can be implemented by this facility.
Name of Technical Specialist (Please Print): o
Affiliation: Ina Date Work Completed: Z 16 47
Address (Agency):p� .6 , �4Q5A �I, t� C. 28'� Phone No.: -- 34-34-
Signature: Date: f 2116197
F) Written Notice of New or Exuanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June21, 1996, when was it constructed or last expanded AfAgro, l9V4_. I(we)
certify that [(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner:
Signature: Date: -
Name of Manager (if different from owner):
Signature: Date:
AWC — August 1, 1997

III. Certification of Installation -�
A) Collection. Storage. Trmtment Installation
It
New, 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.
2:ere.
Name of Technical Specialist (Please P ; `�N �.,, ,v „ I . Ei
Affiliation: ��c'� �� / G��y`��r iJ i✓ C= , fate Work Completed: A .•, 1716
Address (Agency): ,C�GoX ZV �4*,. 4;W3 PoneNa: 910_ 9414-/1vi
Signature:
B) Land Ag In ication Site (WUPjt/f/ �'�"" c'':S'1''° •'
Check the appropriat `fox
{/ The cropping system is in place on all land as specified in the animal' waste management plan.
() Conditional Approval: ail 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 SpecialW(Please Print):
L68gb
Affiliation-
Date Work Completed:
Address(Agency):� D gax 8 �g
Phone No.: Q,o .243 -3434-
Signature:r
Date: /6
This following signature block is only to be used when the box for conditional approval in IH.B 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 completion 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 (➢.f different from owner):
Signature: Date:
AWC -- August 1, 1997 4

C) Runoff Controls from Exterior Lots (RC) JA
Facilitv with exterior lots I
Methods to minimize the nun off of pollutants from lounging and heavy use areas have been installed as specified in
the plan.
For facilities without exterior lots. no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address(Agency): Phone No.:
Signature: Date:
D) Apnliotion and Handling Equipment IDAWlation (WUP or 1)
Check the appropriate block
Animal waste application and handling equipment specified in the plan is an site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
() AnimaI waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers'can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
() Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and wiII be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
Name of Technical Specialist
(PJease;Priftt�
Affiliation:
�`^ ;L�` `'��'; J
Date Work Completed:
{•
I z 4
Address(Agency):
U", r
Phone No..
Signature:
r
Date:
1^�
Illy
1 L
The following signature block is Wy to lik;; pit bax for conditional approval in III D above has been checked.
I (we) certify that I (we) have committed to puiVfiifM 111619mal waste application and handling equipment as specified in my
(our) waste management plan and will submit to DEM a verification of delivery and installation from a Technical Specialist
within 15 calendar days following the date specified in the conditional certification. I (we) realize that failure to submit this
verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner:
Signature: Date:
Name of iVManager(if different from owner):
Signature: Date:
E) Odor Control, Insect Control and Mortality Management (SD SLWLTP.RC off)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):
L ..6g5at4
Affiliation: 'F
Date Work Completed:
Address (Agency)q n $
B Phone No.: 10 — z9 4
Signature:
Date: i 14- 197
AWC - August 1, 1997 " - - 5

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v
. ic

WASTE UTILIZATION PLAN
Producer: Crze.� �ar�l �AccJ '`ryiul..sm—
Location
Telephone: 21D l & 73 ' $91�
Type Operation:��+Ke. —
e..s
Number of Animals: Om4- `f b Fe.
(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 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 grown.
Several factors are important in implementing your waste utilisation plan in order to maximize the
fertilizer value of the waste and to ensure that it is applied in an environmentally sage 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 exchanges capacities, and available
water holftg 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 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.

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year (gallons, fb, tons, etc.)
I11b� . animals X 19 llhme (amt.) waste/animal/year
waste/year
aniatals X lbs. PAN/animal/year = D ibs. PAN/year.
(PAN from N.C. Tech. Guide Std. 633)
Applying the above amount of waste if 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 crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL A
LBS. N
LOS. N
MONTH OF
No.
No.
TYPE
CROP
R.Y.E.
PER AC.*
ACRES
UTILIZE
APPL.
,Z
+
W a
�ls
W
5b ac.
z-3
vp&r
3A-
-r
6T��
�.SD¢AL
�•
.Z.S
Dt
6 yc
- per
I
oo
3$
Q; Ic
• $ r
Z 0'1 c.
03Z
- &4Av
ev
G S"i
r
n�i�ic
��A S
3 S
j�.
'P%
--
fi� fl
r4
,S
-360^
4rG e DL�
-y r
Pj�
aL
%•
SRif
'�-
TOTAL
14 Z4c
* 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 an realistic yield
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 19% the Coastal Zone Management 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.

R
v'
WASTE UTILIZATION. PLAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjaeent landowner must be attached)
(Required only if operator does not own
adequate land (See Required Specification 2))
• See footnote for Table 1.
Totals from above Tables
LOS. N
ACRES
UTILIZED
Table 1
Table 2
y
Total
Amount of N P
�
Surplus qKbeficft
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 nutrients or other elements.

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
FIELD
SOIL
APPLICATION
APPLICATION
No.
TYPE
CROP
RATE In/Hr
AMOUNT In.
3
kk
D 3
-3
TEB TABLE IS NOT NEEDED EF WASTE IS NOT BEING APPLEED BY IRRIGATION, HOWEVER A SEMII.AR TABLE
WILL BE NEEDED FOR DRY LrrrER OR SLURRY.
Your facility is designed for o v days of temporary storage and the, temporary storage
must be removed on the average of once every_ months. In no instance should f�
the volume of waste being stored in your structure exceed elevation c +tV .
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.

WASTE UTILIZATION PLAN.
REQUIRED SPECIFICATION
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 Division of
Environmental Management 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 terms access to adequate laud on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of waste, he shall provide MRCS 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 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. ISee 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 hooding. (See
"Weather and CIimate in North Carolina" in the Technical Reference -
Environment file for guidance.)

WASTE UTILIZATION PLAN'
REQUIRED SPECIFICATION
(CONTEVUED)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur off -site or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control 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 crops on
soils with a high potential for leaching. Waste nutrient loading rates on these soils
should be held to a minimum and a suitable winter cover crop planted to take up
released nutrients. Waste shall not be applied more than 30 days prior to planting
of the crop 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)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-
ways.
15. Animal waste shall not be discharged into'surface waters, drainageways or wetlands
by a discharge or by over -spraying. Animal waste may be applied to prior
converted wetlands 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, and only then at agronomic rates
provided 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.

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATION
(CONTINUED)
17. Lagoons and other uncovered waste containment structures must maintain a
maximum operating level to provide adequate storage for a 25-year, 24-hoar
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 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.
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 UTILIZATION PLAN
Name of Farm:
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of the new facility will require a new.
certification to be submitted to the Division of Environment Management (DEW before
the new animals are stocked. I (we) also understand that there must be no. discharge of
animal waste from this system to surface waters of the state from a storm event less severe
than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm office
and at the office of the local Soil and Water Conservation District and will be available for
review by DEM upon request.
Name of Facility Owner: _-716no oaj N0449AA
(Please Print)
Signature:
Name of Manager (If different from owner):
Signature:
Date:
L4 q
Name of Technical Specialist: LkLdA�ert
Affiliation: N 9( .s
Address (Agency): .ZZ% -b No A NaiA
307
rLa q ID IS72- 2-7bb - -
Signature: Date:

EMERGENCY ACTION PLAN
Phone Numbers
DWQ: 9. OIL 486-,1541
Emergency Management System: M
SWCD: 91 Of572-2700
NRCS: 91015 27 2700
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 water or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to Bern to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff;
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solids separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems or solid separators.
e. Repair all leaks prior to restarting pumps.

E. Leakage from base or sidewall of lagoon Often this is seepage as opposed to
flowing leaks -possible action: .
a. Dig a small sump or ditch away from the embankment to catch all
seepage, put in a submersible pump and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals
and fill holes and compact with a clay type soiL
c. Have a professional evaluate the condition of the side walls and
lagoon bottom as soon as possible.
1. 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 kill, or property
damage?
d. Did the spol leave the property?
e. Does the spill have the potential to reach surface waters?
E Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
2. Contact appropriate agencies.
a. During normal business hours, call your DWQ(Division of Water
Quality) regional office: Phone - 910/486-1541. After hours,
emegency number: 919-733-3942.. Your phone call should .
include your name, facility, telephone number, the details of the
incident from item 2 above the exact location of the facility, the
location or direction of movement of the spiil, weather and wind
conditions. The corrective measures that have been under taken,
and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS
phone number - 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 910/576-6011 , local SWCD office phone
number 910/572-2700,and local NRCS office for advice/technical
assistance phone number - 910/572-2700.
3. If none of the above works call 911 or Sheriff s Department and explain your problem
to them and ask that person to contact the proper agencies for you.
4. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage. `�
a. Contractors Name: a¢. S. f ref
b. Contractors Address: AW lit S�s, AC .z7;4z.
c. Contractors Phone: I [O - G 73 - A 881 -

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
sourer Cause BMFB to Control Insects Site spoeft Pmetices
Flush Gutters "Accumulation of sonde
✓❑/ Hush system Is designed and operated
sufficiently to remove accumulated solids
from gutters as designed
Remove bridging of accumulated sonde at
discharge
Lagoons & Pile • Crusted Solids dMaIntaln lagoons, settling basing and
pits where pest breeding Is apparent to
minimize the crusting of solids to a
depth of no more than B : 8 Inches over
more than 30% of surface
Excessive Vegetative ` Decaying vegetation Vmalntaln vegetative control along banks of
Orawd lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on hnpoundmenVe perimeter
Dry Systems
Feeders ` Food Spillage U Design, operate and maintain feed system (e.g.
bunkers and troughs) to minimize the
ccumulatlon of decaying wastage
Clean up spillage on a routine basis 1e.g., T -10
day Interval during summer, 16 - 30 day Interval
during winter)
Feed Storage " Accumulations of food
residues
AMIC - November 11,IBM, Pago 1
❑ Reduce moisture accumulation within and
around immediate perimeter of feed storage
aroas by Insuring drainage away from sits and/or
providing adequate containment (e.g., covered bin for
brewer's grain and similar high moisture
❑grain products
Inspect for and remove or break up accumulated
solids In litter atrips around toed storage as needed

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMrS to Control Insects site Spec!& PractlM
Animal Holding • Accumulatlons of animal ❑ Eliminate low areas that trap moisture along fences
Acres waste and food wastage and other locations where waste accumulates and
❑disturbance by animals Is minimal
Maintain fence tows and filter strips around animal
holding areas to mintmbw accumulations of waste
(I.e., Inspect for and remove or break up accumulated
solids as needed
Dry Manure Handling ' Accumulatione of animal ❑
Systems wastes
Remove spillage on a routine basis (i.e., 7 -10 days
Interval during minter) where manure Is loaded for
land application or disposal
Provide for adequate drainage around manure
stockpiles
Inspect for and remove or break up accumulated
wastes In filter ships around stockpiles and manure
hand5ng areas as needed
For more Information contact the Cooperative Extension Service, Department of Emomology, Box 7613, North Carolina State University,
Raleigh, NC 27695-7613
AMIC - November 11.1996, Page 2

Swine Farm Waste Management Odor Control Checklist
Source Catrse 1011's to 1Vlininilze Odor Site Specific 1'rnelices
I'arntslcad Swiuc production 1F Vegetative or wooded buffers;
Zecontmended best mnnagemenl prnclices;
Good judgment and common sense
Animal body sntfnces • Ditty ntanrrrc-covered aninntis Cl Dry floors - - - -
^Fluurswlaccs 0 wet n1a11mc:-covcrcd Moots Qr Slottcd flours;
e Waterers located over slotled floors;
,Er recdcrs at Itigit end ursolid fluors;
Scrape manure buildup from Iluors;
�Undcrfloor venlilatiun for drying
Marttate collection pits • Urine; if frequent manure removil by flush, pit techarge,
• 111ttial 1111clubial dccomposition or scrape;
id U11derfluor venlifution
Ventilation exhaust Gans 0 Volatile gases; Fan maintenance;
Dust .16" lEfficicnl air movement
Indoor surfaces Dust washdown betwcelt groups of animals;
.g"' Iced additives;
0"' Feeder covers;
j2KI'ccd delivery downspout extenders to feeder
covers
Flush links • Agitation of recycled lagoon CI Flush tank covers;
liquid while links are filling p Extend [ill lines to near bottom of links wills
-siphon vents
Flush alleys & Agitation during wastctvaler Underfloor flush with underfloor vcttlilalion
tottveyance
1'it tcchatge points 0 Agitation of recycled lagoon O L xtend rocharge lutes Io near buttons of pits
liquid while faits arc filling wills anti-siphotl vents
Lill slalious • Agilaliun during; smnp lank 0 St+mp lank covers
filling and drnwdown
Oulside drain collection • Agilnlion during wastewmer O flux covers
or junction boxes conveyance
AMOC- November 11, 1996, Page 3

t
Source C:+use ISMPs to Minlnrize odor Site Specific 1'racllces
land of drainpipes at • Agitation during wastewater Extend discharge point of pipes underncath
lagoon culiveyallce lagoon liquid level
Lag'ooll stil.h. ces 0Volatile gas emissions; Proper lagoon liquid capacity;
• Biological mixing; e Correct lagoon startup procedures;
`{
• Agitation p Minimuul surface area-to-volulne ratio;
Millimum agitation whcu pumping;
❑ Mechanical aeration;
Cl Proven biological additives
Irrigation spriuklcr 0 I ligh plessluc agitation; frigate on dry days with little or no wind;
nuzzles . Wind brill Mininruul recommended operating pressure;
P Punlp intake near lagoon liquid surface;
❑ Pump From second -stage lagoon
Storage tank or basin • Pautial microbial decomposition; Cl Bottom or midlevel loading;
surface . Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface vials of solids;
❑ Proven biological additivcs or oxidants
Settling basin surface I'atlial Microbial decomposition; O Extend drainpipe outlets underneath liquid
• Mixing while fillilig; level;
• Agitation whcu emptying ❑ Remove settled solids regularly
Manure, slurry or sludge • Abilaliva when spreading; ❑ Soil injection of slurrylsludges;
spicader outlets . Volatile gas emissions ❑ Wash residual manure from spreader after use;
13 Proven biological additives or oxidants
Uncoveled luaulure, Volatile gas enlissiotls while ❑ Soil injection orslurrylsludges
slurry or sludge on field drying ❑ Soil incorporation ►vithiu 481irs.;
surfaces
❑ Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Ucad animals Carcass decomposition K Proper disposition of carcasses
le -
Dead animal disposal • Carcass decomposition or Complete covering of carcasses ill burial Ilits;
pits 0 Proper locatiun/construction ofdisposil pits
Ineillerators Incomplete combustion ❑ Secondary slack burners
At November 11. 1996, Page 4

Som cc Ctntsc mills to Nibiititize Udur Sitc 5pcclffc !'rnd res
Slartclittg waler aiuond Imltrolm- thaimagc; Grade atul landscape such that %vater drains
racilitics • Microbial decomposition of alvay from facilities
Organic mraticr
Manure tracked onlo Puurly nminfairrcd access roads El Tarim access road maintenance
public roads froth Calm
aCCCSS
Addiliutial hilbin ilimi : Available From :
Swim Minute Managenicnr : 0200 ItoIc11JM1' I'ackel NCSU, Comely I.:xlcnsimi Center
Swiac I'rodudiun Farm foletrlial Odor Sumccs and Remedies ; 1-13A1i Fact Shcct NCSU - 13AR
Swine Production Facility Manure Management: III Recharge - Lagoon Ti-calincM ; I-BAE 128-88 NCSU - 13AE
Swine Producliott Facifily Manure Managerncmt: Underfloor Flush - Laboon'I'reat meat ; FIBAFI 129-88 NCSU - IIAI
1-nFoon Design and Mamagcntcrrt for Livcslock Matnuc Ti-cahrtcM and Storage ; 1 UM; 103-83 NCSU - IIAE
Calibl'alioll orManme atml Waslcwnlcr Application lujuipmcnl ; U-BAE Fact Slicct NCSU - 13AF
Controlling Odors from Swine Buildings ; I'll1-33 NCSU - Swine Exlcrtciam
Environmental Assurancc Program ; NI'I'C Manual NC fork Producers AMsnc
Oplions rur Managing Odor; n report from Ilic Stvhi
is Odor'1'ask Force NCSU Agri Commimicaliotts
Nuisance Conccros in Animal Manuic Management: Odurs and Flics ; PRO107, 1995 Conference Proccedings Florida Cooperative L•xlension
AMUC - November 11, 1996, Page 5

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

. - r
OPERATION AND MAINTENANCE PLAN
PROJECT/FARM/FACILITY #
DATE: rL9 D - 9 2
A visual inspection of the waste storage pond or lagoon will be performed
at least twice a year. The inspector should check the condition of the dam
and the emergency spillway. The inspector will need to look for signs if
slope failure and seepage on the back slope and the toe of the dam. Also, a
very close look will need to be made to check for signs of damage due to
varmint (ground hogs, muskrats, etc.) burrows. A visual inspection should
be made after heavy rainfall events to ensure that the structure is not
experiencing erosion rills or gullies. Any problems found should be brought
to the attention of the technical specialist for repair recommendations.
The waste storage pond or lagoon will need to be mowed twice a year. All
eroded areas shall be repaired and stabilized. Areas that do not have an
adequate ground cover shall be reseeded to provide a vegetative cover
sufficient to restrain erosion. the dam and all constructed slopes will
need to be fertilized annually with 500 pounds of 10-10-10 per acre or
equivalent.
A permanent waste storage pond or lagoon marker will be established and
maintained in the waste pool. The maximum liquid level marker should not
exceed elevation LLI AM"ss.'Tker . Daily lagoon level records should be kept
on an appropriate form.
Maintain all waste handling equipment in accordance with manufacturer's
specifications.
All waste application shall be completed in accordance with the waste
utilization plan. The waste storage pond or lagoon will be pumped at the
end of each design storage period days or --6!—�months) or as
needed due to excess rainfall.
All surface runoff is to be diverted from the lagoon to stable outlets.

r
r
OPERATION AND MAINTENANCE PLAN
PROJECT/FARM/FACILITY # Ga2-%�
DATE:. _ 13 ;Z - 4 7
A visual inspection of the waste storage pond or lagoon will be performed
at least twice a year. The inspector should check the condition of the.dam
and the emergency spillway. The inspector will need to look for signs if
slope failure and seepage on the back slope and the toe of the dam. Also, a
very close look will need to be made to check for signs of damage due to
varmint (ground hogs, muskrats, etc.) burrows. A visual inspection should
be made after heavy rainfall events to ensure that the structure is not
experiencing erosion rills or gullies. Any problems found should be brought
to the attention of the technical specialist for repair recommendations.
The waste' storage pond or lagoon will need to be mowed twice a year. All
eroded areas shall be repaired and stabilized. Areas that do not have an
adequate ground cover shall be reseeded to provide a vegetative cover
sufficient to restrain erosion. the dam and all constructed slopes will
need to be fertilized annually with 500 pounds of 10-10-10 per acre or
equivalent.
A permanent waste storage pond or lagoon marker will be established and
maintained in the waste pool. The maximum liquid level marker should not
exceed elevation } . Daily lagoon level records should be kept
on an appropriate form.
Maintain all waste handling equipment in accordance with manufacturer's
specifications.
All waste application shall be completed in accordance with the waste
utilization plan. The waste storage pond or lagoon will be pumped at the
end of each design storage period L915 days or l months? or as
needed due to excess rainfall.
All surface runoff is to be diverted from the lagoon. to stable outlets.

ry Phase I
I
i
January 10, 1995
PHASE I DOCUMENTATION
SWINE EFFLUENT TREATMENT AND ANAEROBIC LAGOON D9SIGN
FOR
THE ED JOHNSON FARM IN THE WINDBLOW COMMUNITY OF
MONTGOMERY COUNTY, N.C.
Prepared for :Edward Johnson
P.O. Box 776 -
West End, N.C. 27376
Phone: [phone]
Plans Prepared By: Larry F. Graham, P.E.
Environmental Engineering Services
5647 N. C. Highway 211
West End, N.C. 27376-9001 Phone: [phone]
Fax: [phone]
Soils Review: Jerry Pate
U.S. Soil Conservation Service
530 West Innes Street
Salisbury, N. C. 2$144
Phone:[phone]
Fax: [phone]
Rough Draft Submittal Date: September 15,1994
Final Submittal Date: January 10,1995
Development and Review By:
F. Graham, P.E.
. C. Reg1 Number 1 02 ��i�t" fillet,,#
Date of eview: lqqS .••'`��,••o�Es�•1�,�tiy••.
- = S EAL r
11602 T
Page i

Phase 1 January 10, 1995
Table of Contents
i
1. Notes About This Project: ................................................................................. I
2.Introduction.........................................................................................2
2.A. Project Description......................................................................................2
}
2.13. General Site Information And Lagoon Location..........................................2
2.C. Topography And Drainage.........................................................................3
3. PHASE 1. Preliminary Design Guidelines And Specifications ..........................3
3.A. Construction Site Soils...............................................................................3
3.8. Groundwater And Surface Waters..............................................................4
3.C. Existing Vegetative Cover And Disturbed Area..........................................4
3.D. Buildings And Structures.............................................................................5
3.E. Adjacent Property Near. The Proposed Construction Site ...........................5
4. Lagoon Design Parameters And Details (Proposed)........................................5
4.A. General Farm Parameters..........................................................................5
4.13. Type Of Treatment .......... :............................................................................. 5
4.C. Lagoon Shape............................................................................................6
4.D. Sludge Holding Capacity............................................................................7
4.E. Design Treatment Volume..........................................................................7
AF. Six Month Wastewater And Rainfall Storage..............................................8
4.G. Severe Storm Storage................................................................................9
4. H. Freeboard...................................................................................................9
- 4.1. Emergency Spillway Or Overflows.............................................................9
4.J. Lagoon Dam Considerations....................................................................10
5. Misc. Construction Considerations.................................................................13
5A. General Sediment and Erosion Control Suggestions: .............................. 13
6. General Lagoon Maintenance..........................................................................17
7. Lagoon Management And Dam Inspections...................................................17
8. Safety Considerations......................................................................................19
Page ii

Phase 1
January 10, 1995
EXHIBIT LIST
Exhibit 1. County map (vicinity map).
Exhibit 2. USGS Topographic map of the lagoon location.
Exhibit 3. Boundary Survey of entire property.
Exhibit 4. Localized topographic map of the existing lagoon area with proposed lagoon
construction shown
Exhibit 5. Topographic map of lagoon and dam construction.
Exhibit 6. Not used in this package.
Exhibit 7. Soils investigation data by certified soil scientist.
Exhibit 8. Example of Silt Fencing.
Exhibit 9. Temporary grass seeding recommendations.
Exhibit 10. Permanent grass seeding recommendations.
Exhibit 11. Permanent grass seeding recommendations.
Exhibit 12. Permanent grass seeding recommendations.
Exhibit 13. Swine Waste Utilization Plan (done by SCS).
Exhibit 14. Example of a PTO driven lagoon agitator.
Page iii

Phase i January 10, 1995
1. Notes About This Project:
The following information relates to a specific site and situation where an anaerobic swine effluent
lagoon is planned for construction. This document specifies certain design parameters associated
with the farm in question but does not deal with the swine effluent inside the confinement housing
or all long term lagoon maintenance parameters. Still, it does include a few helpful hints about
construction and proper lagoon operation in order to minimize odors. When possible, this
document follows the U. S. Soil Conversation Service (SCS) design criteria and is not meant to
contradict standard SCS guidelines or the design criteria of other organizations.
In case the reader is not familiar with the design and construction of anaerobic lagoons for waste
treatment, he or she must realize that this document is not a comprehensive teaching manual. In
fact no such document can take the place of the owner/operator's experience and desire to learn
all there is to know about the operation and maintenance of swine facilities. Certain specifications
and assumptions herein are explained in detail to introduce the reader to the design criteria and
reasoning for the specifications chosen. All assumptions related to decision details are not
presented in full explanation for brevity reasons.
The design of an anaerobic lagoon is a dynamic process. This means that one design decision will
affect the next decision, and that decision will affect the next, etc. Also, construction efforts may
reveal certain soil conditions that slightly alter lagoon placement or construction criteria, or at least
make them differ from those parameters presented in the preliminary design outline. Therefore, the
reader should use the preliminary design document for guidance and for general standards more
than for exact %o the inch" measurements. The construction contractor however should not go
below the minimum recommendations when construction begins so as not to violate the intent of the
recommendations.
The engineer has tried to weigh all factors in accordance with importance. Parameters like
manpower requirements, initial costs, economics of operations, and the individual's situation enter
into the final design but may not be openly addressed in this report. Each swine facility operates
differently and must be evaluated on its own merit and the owner/operator's willingness to maintain
best management practices. This report will summarize any recent lagoon work and the plans for
site stabilization.
This package may contain one or two or three major parts or PHASES, each a stand alone
document with a specific purpose. The PHASES will be called PHASE 1, PHASE II, and PHASE
III.
PHASE I contains details on the proposed lagoon construction before earth moving takes place.
The PHASE I portion suggests design parameters, construction guidelines, try's to predict sizes
and volumes of lagoons, suggests sediment and erosion control measures, and generally identifies
the farm site and size. The PHASE I information may or may not appear with the word °draft° in the
text, but should always be viewed as a pre -construction document. PHASE I information is subject
to change depending on the discovered physical conditions once construction begins.
Page 1

-- t
Phase 1 January 10, 1995
PHASE II contains as -built information on the lagoon structure, dam construction, and general as
built characteristics. Usually this section is prepared after all lagoon construction is complete and
volumes and or sizes can be measured. Many times the final document from Environmental
Engineering Services will only contain PHASES I and II.
PHASE III if included in the final package contains information related to Waste Utilization. This
Phase will contain soils information, cropping suggestions, and irrigation suggestions. Many times
this information is provided by the local SCS or others and will not be provided by the project
engineer. Information provided by Environmental Engineering Services will be labeled PHASE III,
etc. Information provided by others will not be labeled as a PHASE but may be included as an
Exhibit at the end of the package.
2. Introduction
2. A. Project Descriptlon
The Ed Johnson Farm is a new farm in the southeastern part of Montgomery County N. C. The
farm is located in an agricultural/rural setting well off of the paved road. In recent years the subject
site has been covered with timber.
The hog farm will be a pig nursery and contain 3,840 head in 4 confinement houses. The owner
plans to use an under slat plugldrain waste removal system in the new houses. Swine effluent will
be stored in a lagoon and be recycled into the houses to recharge the waste removal systems. On
occasion lagoon effluent will be pumped from the lagoon and land applied via a spray irrigation
system. The effluent applied to farm grown crops will act as a commercial fertilizer substitute.
Specifications contained in this report will relate to the PHASES mentioned above. The reader
should look for specific information under the appropriate PHASE heading. Throughout this
document (all PHASES) there will be information and suggestions providing helpful hints on odor
control and general long term maintenance.
2. B. General Site Information And Lagoon Location
The physical location of the farm is in the southeastern part of Montgomery County, off State Road
# 1003, approximately 3 miles north of Windblow. The nearest stream is Naked Creek and it is
located approximately 1,000 feet from the proposed lagoon site. Exhibits 1, 2, and 3 show various
views of the property location
The farm property is bordered by mostly wooded land or former farm land with some residential
dwellings scattered around the immediate community. The swine houses and lagoon are bordered
by forest There are no occupied dwellings within 1,000 feet of this planned lagoon according to
aerial photographs and approximate on -site measurements. The lagoon site is about 3,500 feet
from SR.# 1003 at its closest point.
Page 2

Phase 1 January 10, 1995
r,I
` } 2. C. Topography And Drainage
I In general, the topography at and around the Ed Johnson Farm consists of rolling hills with all of
i the drainage from the site eventually going to Naked Creek. A USGS topo map of the area can be
seen as Exhibit 2 so the reviewer can get an overall view of the site. The USGS topographic map
containing this information is the Norman Quadrangle map. Coordinates are approximately
Longitude 79 degrees, 42 minutes, 10 seconds; Latitude 35 degrees,12 minutes,1 seconds.
The slopes near the lagoon construction site before construction are fairly uniform, between 5 and
10 percent. In general rainfall run-off will go from the confinement housing toward the lagoon area.
It shall be necessary to build a diversion dam or earthen embankment on the up slope side of the
lagoon to intercept run-off water so this water is diverted around the lagoons. This aspect is
discussed in more detail later.
The lagoon's earthen sides should not be impacted by 100 year flooding.
A more detailed map of the original topography at the proposed lagoon construction site can be
seen as Exhibit 4. Given this topographic information it is desirable to fit the proposed lagoon into
the natural lay of the land. More will be said later about the lagoon's construction.
3. PHASE 1. Preliminary Design Guidelines And Specifications
3. A. Construction Site Solis
In order to safeguard groundwater supplies, swine effluent lagoons should be installed in the most
impervious soil practical. Areas of questionable soil types are typically lined with 12 to 24 inches of
clay to prevent seepage from the lagoon. While there is no universally accepted standard for
earthen lagoon liner permeability at swine production facilities, it is desirable (if not essential) to
have a clay liner as the interior surface of the lagoon whenever possible. Fine textured soils with
high clay contents are highly preferred over course textured soils (sands) in terms of their seepage
retardance. Studies have shown that over time elevated sodium levels, solids build-up, and
biological activity inside a swine lagoon will help lower the permeability of the native soil liner
considerably. Man-made liners are acceptable if they are not cost prohibitive.
Observation pits were installed at several places around the site and recorded by the U. S. Soil
Conservation Service (SCS). These holes were dug by a rubber fire back -hoe. A log of these
observation pits and SCS comments can be seen on Exhibit 7. The purpose of these pits were to
identify below grade conditions and soil compositions in and around the proposed farm.
Based on preliminary soils findings and in general terms, most of the soil at this site is of a sandy
nature and is not suitable for a liner. Some clay soil was found at lower depths in a few holes but
overall the soils would seem to have a relatively high permeability and would be unsuitable for a
lagoon liner. Native soils should be acceptable however for dam and dam core construction. The
contractor shall utilize the best suited materials for the interior of the lagoon after dam construction.
In general he should strive to utilize the soils with the highest clay content and containing minimal
amounts of gravel, rocks, or sand. Preliminary findings would indicate that this lagoon must have a
hauled in clay liner or a synthetic liner installed.
Page 3

phase 1 1January 10, 1995
E fret it be known that the project engineer did not categorize or identify the soils encountered by the
SCS. However, this information was considered when looking at lagoon placement. The SCS
soils information used by the lagoon design engineer was as presented by the SCS without further
interpretation or classification. The reader can review this information for him/herself as presented
in Exhibit 7.
The contractor shall attempt to utilize the highest clay content soils whenever possible for dam and
dam core construction. These soils should be as rock and gravel free as possible. Should rock
outcropping, gravel beds, or sandy zones be encountered during lagoon construction and such
areas exposed to swine effluent by their position below the normal wastewater liquid level, the
contractor shall strive to cover these areas with a minimum of 12 inches of good rock free clay and
compact the clay with earth moving equipment. Where lagoon water is deepest (> 13 feet) there
should be installed at least 24 inches of clay liner. 8entonite clay may be used as a soil additive
should the need arise. The engineer or soil scientist should make recommendations about soil
additives. Twelve inches of clay must be applied (minimum) on soils classified as SP, SW, GP,
and GW.
A rubber tire back -hoe dug holes around the site to depths of 4 to 8 feet. The soils at this particular
site did not vary much across the site in terms of consistency and depth, and consisted of sandy
and sandy clay soils. This early soils investigation showed that good clay was not available at the
depths excavated. Deeper excavations (later in the project) proved there may be enough suitable
clay soil for dam core and dam construction.
Any soils information presented above, if not taken from the enclosed SCS Exhibit(s) are being
presented for background information only. The engineer does not imply that he is a qualified soil
scientist or derived the soil classifications independently of the SCS reports.
3. B. Groundwater And Surface Waters
Observation holes or pits were placed in the general area of the proposed lagoon construction
sites as mentioned above. No significant ground water was reported as being found in any of
these pits. Subsequent earth excavation did not show subsurface water problems.
The general site or location of the proposed lagoon(s) can be seen in Exhibits 4 and 5. Up -slope
from the lagoon shall be diversion ditches conveying rainfall run-off around the lagoon(s) where
practical. Wet weather drainage routes across the candidate lagoon site were not evident, there
were no springs, ponds, or flowing creeks observed within this proposed site. Vegetation would
suggest no wet lands or saturated areas within this proposed lagoon construction area. Sediment
and erosion control measures will be discussed later in this package.
3. C. Existing Vegetative Cover And Disturbed Area
The local area proposed for new lagoon construction should be cleared of trees and brush, all
vegetation removed for lagoon construction and the top soil stored for later cover. As a general
rule, large trees and shrubs should be cleared within 30 feet on all sides of the lagoon so vehicles
and machinery can be driven along the lagoon edges and so leaves and roots do not disrupt
lagoon performance. On this project the entire lagoon construction effort will likely disturb 2 to 3
Page 4

Phase 1
January 10, 1995
acres of land. Cleared trees and brush shall be placed in wind -rows perpendicular to the slope and
down slope from the soil disturbance areas in order to assist in sediment and erosion control.
3. D. Buildings And Structures
There are no existing buildings or structures inside the proposed lagoon construction site. There
are no known utilities above or below grade within the proposed construction site. New animal
waste treatment lagoons should be located as far as possible from residences, places of business,
or places of public gathering but in no case closer than 750 feet from same. The farm meets this
criteria. There are no water wells within 100 feet of this proposed lagoon site and none are planed
to be installed closer than 100 feet. Wells are recommended to be at least 300 feet from the
lagoon when possible. No future building or improvements are planed down slope from the
lagoon. The lagoon is at least 100 feet from the property boundary.
3. E. Adjacent Property Near The Proposed Construction Site
As mentioned above, the farm under study has been used for agriculture and is in a rural setting.
Exhibits 2 and 3 show some property features. The following is a general description of the land
adjoining or near the proposed lagoon site.
All Sides -- Wooded area except what has been cleared for future pasture land.
There are no dwellings, structures, roads, or bridges between the proposed lagoon site and the
nearest creek or branch. No towns or munlcipalities are known to get their water from nearby
streams which would be impacted immediately by a dam breach. From a'structures and
environmental standpoint, the engineer thinks this lagoon should be classified as low hazard.
4. Lagoon Design Parameters And Details (Proposed)
4. A. General Farm Parameters
I.
Type of facility :
Nursery operation
2.
Number of hogs:
3,840 head.
3.
Average animal weight assumed:
30 pounds.
4.
Calculated size of the lagoon in gallons
1,438,834 gallons
5.
Total number of acres at the farm.
210 +I- acres
6.
Number of disturbed acres in pond and
containment houses (approximately).
3 acres
4. B. Type of Treatment
Certain forms of liquid waste treatment lagoons have been used for hundreds of years. With the
on -set of larger and more intensive farming operations over the last 30 years, the use of on -farm
lagoons has increased as part of the overall waste management scheme. Simply put, waste
Page 5

r..
Phasc 1
January 10, 1995
treatment lagoons are designed to both store and treat the wastes from many types of animal
confinement operations (usually for wastes in a liquid or slung form). These lagoons rely on
bacteria to decompose the organic matter in the wastewater into gases, liquids, and sludges or
solids. In addition significant pathogen reduction is achieved by the process. Two types of
lagoons that are sometimes used in wastewater treatment are aerobic and anaerobic lagoons.
Both aerobic and anaerobic type lagoons are effective in treating animal wastes, however the most
common type of lagoon in use for the treatment of swine effluent is the anaerobic type lagoon. An
anaerobic lagoon system is being designed for the Johnson Farm. Further discussions within this
report will be confined to the anaerobic lagoon design process.
Anaerobic lagoons develop bacteria populations which thrive without the presence of oxygen.
These lagoons usually contain considerably more volume than aerobic lagoons and are normally
deeper. Anaerobic lagoons are well suited for high strength wastewaters such as swine manure.
The anaerobic process decomposes more organic matter per unit volume than does the aerobic
process and is a good method of pathogen reduction. Since anaerobic lagoons are not
mechanically aerated they do not consume electrical power and are generally low maintenance, as
compared to the aerobic lagoon. If properly constructed and maintained anaerobic lagoons offer
very good effluent treatment and positive odor controls.
Sudden changes in nutrient loadings or changes in atmospheric temperature can cause a
disruption in the anaerobic microbial process, often resulting in periods of odorous gases being
released. Upsets due to changes in weather for instance are normally short lived provided there
has not been a severe bacteria population reduction. Anaerobic lagoons in warmer climates do
not tend to suffer the severe seasonal problems that colder climates report.
Lagoon design documents and research reports often give numbers related to the design process.
These numbers vary depending on which publication is reviewed. One fact remains constant
throughout literature; Farm Management Has As Much To Do With Odor Minimization As Does
Proper Lagoon Design! However since teaching proper farm management (including proper
waste management) is beyond the scope of this document, discussion on physical lagoon design
criteria will be the emphasis presented below. The engineer has used design data accepted and
used by the N.C. Cooperative Extension Service at NCSU for basic design parameters; as well as
design data accepted and used by the U.S. SCS.
4. C. Lagoon Shape
There is no one special shape required for the design of anaerobic lagoons. However due to
construction ease most lagoons (especially in the coastal plain of North Carolina) are rectangular
in overall shape with a trapezoidal cross section. Lagoons in the Piedmont are often less uniform
in shape due to depth -to -rock. Fiat or nearly flat bottoms are also desirable but not a requirement.
One will find many shapes of anaerobic lagoons functioning well. Lagoon volume Is a more
Important criteria than Is shape. Very Shallow water depths are discouraged.
For brevity reasons, all of the calculations associated with estimating lagoon volumes will not be
presented in this document. However Important design values are presented below.
Page 6

Phase 1 January 10, 1995
The primary lagoon at this site is being designed with a square surface and flat bottom. A synthetic
liner is being recommended. It will have a trapezoidal cross section with an interior slope of 3:1 or
steeper.
Most good clay soils will allow side slopes in lagoon construction to be made 1:1, 2:1, 3:1 or less
steep however there is some soil stability disadvantage to side slopes of 1:1, thus seldom is a 1:1
side slope used. The interior sides of this lagoon was chosen to be made 3:1 because of the
selected contractor's earth moving equipment limitations. Outside slopes of earthen berms or
dams should not exceed 3:1 so regular maintenance and mowing can be conducted. Outside
slopes of 4:1 or greater are acceptable provided the height of the dam in reference to the toe is
less than 15 feet. Dams above 15 feet require special permitting and must meet additional dam
safety criteria.
4. D. Sludge Holding Capacity
A common practice of the modern swine producer is to waste or irrigate sludge when land
application events occur. This is usually done by first agitating the lagoon effluent to mix up the
solids and the liquids. This practice helps prevent sludge accumulation on the lagoon floor. Sludge
irrigation is a management decision and does not tend to greatly increase the amount of
objectionable odors It done regularly and under the more desirable weather conditions.
Mr. Johnson wishes to agitate his lagoon on occasion and irrigate the solids along with the liquid.
Based on this decision to routinely irrigate solids the sludge accumulation for this design is
considered almost zero. However approximately 5,300 cubic feet (39,638 gallons) of sludge was
allowed for this design for safety purposes.
4. E. Design Treatment Volume
The design treatment volume (sometimes called Minimum Design Volume) is the volume of
wastewater needed to maintain optimum conditions for bacterial growth. This volume may require
several months to obtain once filling begins. The owner should be careful to add water to the
lagoon until one third to one half of the design treatment volume is achieved before adding swine
manure.
The operator should always strive to maintain a liquid depth of at least 6 feet to control excessive
odors. Initial water addition to the lagoon can be from on -site water wells, creek water pumped into
the lagoon or from intentionally diverted rainfall run-off. Mr. Johnson plans to use well water to
initially charge his lagoon.
There are some differences of opinion on the amount of volume necessary to achieve adequate
odor control in anaerobic lagoons. Conventional practice says bigger is better, and there are
several reported benefits to designing a large treatment volume. For instance, the extra water
offers dilution to the swine manure at first, giving the operator a little more treatment buffer in the
early year(s) of the lagoon's life. Concentrations of nutrients will eventually increase to a steady
state in both extra large lagoons and adequately sized lagoons:
Researchers at NCSU have conducted field work on hundreds of lagoons and seen many types of
operations. The general consensus is that lagoon management makes more difference than size
in minimiang lagoon odors, provided that the lagoon is not grossly undersized. Even lagoons of
Page 7

Phase 1 January t0, 1995
very large size can produce abnormal amounts of odor if improperly managed. The U.S. Soil
Conservation Service in North Carolina uses research data developed at NCSU for designing
anerobic swine effluent lagoons. Through out this document the engineer chose to use design
guidelines commonly accepted in North Carolina by the U.S. Soil Conservation Service. Most of
_ this design criteria was obtained from published articles of researchers and extension specialists at
North Carolina State University.
Design Treatment Volume:
Design Treatment Volume =1 cu. ftJlb. animal wt.
1 cu.ftJlb. x 30 Ibs.lanimal x 3,840 animals = 115,200 cu.ft.
or
115,200 cu.ft. x 7.48 galJcu.ft. = 861,696 gallons
Pracdcal design range = 800,000 to 900,000 gallons
The water level (minimum design volume) in this lagoon will vary depending on wastewater
productions and irrigation schedule. Water depths of at least 6 feet should be maintained under
normal conditions,
4. F. Six Month Wastewater And Rainfall Storage
Wastewater will most often be pulled off of the top of the primary treatment lagoon and recycled to
the, confinement buildings for re -use. Water accumulation above the Design Treatment Volume will
eventually be spray irrigated to crops. Naturally the farmer will not desire to irrigate every day or
every week. Ukewise there will be time periods when the weather will not permit responsible
irrigation. This requires there to be storage volume built into the lagoon(s) to give the farmer safety
and flexibility in the irrigation routine. The time period for this part of the design can vary between
three and six months.
To provide that extra margin of safety six months storage will be used in the Johnson Farm lagoon
design. The six month storage volume includes excess wastes produced by the animals, spillage
or wasted water, clean-up water, and excess rainfall (less evaporation) directly into the lagoon.
This does not include rainfall run-off water from outside the lagoon since that will be diverted by
earthen embankments and grass water ways.
Six Month Storage Needed:
0.5 cu.ftJlb. x 30 lbsJanimal x 3,840 animals = 57,600 cu.ft.
or
57,600 cuff. x 7.48 gal.lcu.ft = 430,848 gallons
The farmer may wish to install a pole inside the lagoon so the operator can tell at a glance the
current water level and volume inside the lagoon. This measuring device should be well marked
and be of a design which best serves the operators purpose. Once the lagoon reaches steady
state, a familiar water mark around the sides of the lagoon will serve the same purpose. Proposed
lagoon dimensions and volumes are shown in Exhibit 5.
Page 8

Phase 1 January 10, 1995
4. G. Severe Storm Storage
At any time in North Carolina there can occur a severe rain producing storm which can deposit
considerable amounts of water quickly. This fact should be considered when designing a lagoon
and allowances made to accommodate this extra water. .
The standard storm surge allowed in lagoon design is the 25 year - 24 hour rainfall event. This
storm event is historically different between the Mountains, Piedmont, and Coastal plain and can
even vary between neighboring cities.
Climatic data from the U.S. Weather Bureau was available to give the designer reasonably
accurate information about such rainfall events. The 25 year - 24 hour storm for the Greensboro
area is 5.84 inches. For conservative reasons the engineer chose to use 6.41 inches as a design
number for Montgomery County.
The design engineer is only considering the rainfall falling within the interior of the lagoon. There
Should Be No Surface Run -Off From Surrounding Areas Allowed To Enter The Lagoon. All
Run -Off Shall Be Diverted Around The Lagoon Via Earthen Embankments, Grass Water
Ways, Or Similar Water Diversion Techniques.
The 25 year - 24 hour storm volume for the Johnson Farm is calculated to be approximately:
Primary Lagoon Severe Storm Volume
Total lagoon acreage = Assumed at 0.63 acres.
6.41 inches x 0.63 acres = 4.04 ac-in or .34 ac-ft
0.34 ac-ft x 43,560 cu.ftJac-ft = 14,810 cu.ft.
or
14,810 cu.ft. x 7.48 gallcu.ft.=110,779 gallons
4. H. Freeboard
Freeboard is the extra depth added to a lagoon for safety against an embankment overflow or dam
washout This extra depth is a safety measure and prevents water from spilling over the dam,
resulting in dam erosion and complete or partial failure. This amount of added depth is usually
selected to be 1 foot but can be 2 feet in some cases. Freeboard was selected to be 1 foot at the
Johnson Farm.
Primary Lagoon Freeboard:1 foot.
4. 1. Emergency Spillway Or Overflows
If the lagoon effluent maximum level is located 3 feet or more above the natural grade outside of
the lagoon, the lagoon shall be provided with an emergency overflow spillway.
The discharge or overflow of swine effluent to the surface waters of N.C. is prohibited.
However, in the unlikely event the water level inside a lagoon should exceed the maximum high
water level it should have a predetermined path of overflow in order to safeguard the dam. This
emergency spillway should be located on undisturbed, firm soil not easily eroded or on a very solid
surface like bedrock, away from the lagoon dam if possible, or in a position where minimal dam
height is found. Either overflow pipes or earthen overflows may also be used..
Page 9

Phase 1 January 10, 1995
The amount of water to be safely passed by an emergency overflow will depend on several factors
and the degree of safety the designer requires. The emergency spillway should pass the overflow
water without over -topping the embankments or dam.
According to SCS guidelines (fable 4 - Minimum Spillway Design Storm ) the Johnson Farm
lagoon spillway should be designed for a 10 year - 24 hour storm. The engineer feels that a
shorter duration more intense storm would be a more conservative design, therefore the engineer
decided to use a 25 year -1 hour storm for emergency spillway design. Weather data for
Greensboro, N. C. suggests rainfall during this storm event at
25 year -1 hour storm = 2.74 inches
Emergency Spillway Or Overflows
Average flow calculates to be:
2.74 in./hr. x 0.63 acres x 3,631 cu. ft.lac: in. = 6,268 cu. ftJhr.
6,268 cu.ftlhour 13,600 secondsihour =1.74 cu.ftlsec. (cfs)
The contractor may use a fiat overflow cut into a side of the lagoon or a pipe to convey the
overflow. Earthen overflows shall have sufficient vegetation maintained to prevent scouring of the
soil. Where earthen overflows are used the spillway shall have an outlet a minimum of 4 feet wide
and level across the width no matter how small the lagoon structure is designed. Normally a wider
earthen overflow will be required. The engineer used table 8.07d from the "Erosion And Sediment
Control Planning And Design Manual', published by the North Carolina Department of
Environment, Health, and Natural Resources, Land Quality Section to determine emergency
overflow dimensions. Recommendations on width will appear in Exhibit 5.
If the emergency overflow is earthen, a good grass cover shall be maintained along its length. The
spillway should be designed so that any overflows would be conveyed well passed the lagoon
construction area. A combination of grass, rock rip rap, etc. may be used for the control of erosion
in the event of an emergency overflow for earthen overflows. KEEP IN MIND, THE EMERGENCY
OVERFLOW SHOULD NEVER BE USED IF IT CAN BE AVOIDED.
Based on information obtained in the manual titled "Erosion And Sediment Control Planning And
Design Manual", published by the North Carolina Department of Environment, Health, and Natural
Resources, Land Quality Section, the engineer has decided to use an earthen overflow far the
lagoon. It is suggested the emergency overflow entrance for the lagoon overflow be 1 foot below
the lowest point of any earthen embankments around the lagoon perimeter. The emergency
overflow elevations should be verified with a transit after construction.
4. J. Lagoon Dam Considerations
The lagoon dam shall be earthen. The constructed top of the Primary Treatment lagoon dam is
designed to be roughly at the 84 foot contour. This dam shall be roughly 14 feet tall at its highest
_ point measured to the outside toe. The dam height shall be made to allow for 2 to 5 percent
settling. If a concerted effort is made to compact the soil within the dam, a 2 percent settling figure
may be used. The dam top width shall be at least 10 feet wide. Final dam dimensions and
elevations will depend on on -site parameters and constraints.
Page 10

Phase 1 January 10, 1995
Z
A dam core or key shall be installed along the center line of the dam along its longitudinal axis.
This dam core shall extend up either side of the natural side slopes so as to form a barrier to water
seepage under the dam and to prevent long term dam movement. The dam core shall be
sufficiently wide to allow earth moving machinery tires or tracks to pack all areas of the fill by
driving over the fill. A sheep's -foot roller or vibrating roller is recommended for packing the dam
and any clay surfaces. It is expected the dam core will need to be a minimum of 10 feet wide, but
this will depend on the packing technique. The core shaft be taken to a depth sufficient to reach a
solid, low permeability clay base, but no less than 2 feet deep. The core should not be taken to a
fractured rock base.
The core shall be backfilled with a relatively impermeable clay materiai'of sufficient moisture
content to pack well via earth moving machinery. Sufficient clay material may not be available on
the Johnson Farm to provide this material. If good clay material is not available it shall be imported
to the site. Dam core backfill material shall be free of boulders, roots, sod, frozen soil, brush, and
other unsuitable material. The backfill material shall not contain rocks greater than 6 inches in
diameter. Core fill shall be installed in layers S inches thick or less. Repeated passes with a
sheep's -foot roller is recommended to compact the core and dam back fill material at each soil
layer, but other earth moving machinery may be used if repeated passes are made over the entire
dam core (plus the above grade dam structure) with loaded pans for compaction. The dam core
shall be free of standing water when backfilling begins.
The natural base on which the dam is to sit is recommended to have a slope 4:1 or less steep
before construction starts. Natural grade can be used once grass and vegetation have been
removed and if the site is not severely rocky, soft, wet, or steep. The natural grade shall be
developed to remove all trees, shrubs, grasses, boulders, etc. and scarified before fill is added.
This type activity will help assure a good bond between the first layer of fill material and native
material. Moisture can be added to the native material if needed for a good bond.
An effort shall be made to use uniform materials though out the fill. Alternating layers of dissimilar
materials is discouraged. When dissimilar materials are used the most impermeable materials
should be used at dam center and on up stream portions of fill. Eliminate voids during fill
operations.
The back slope of the dam shall not be steeper than 2.5:1. A 3:1 slope or 4:1 slope is
recommended. The inside of the dam can have a slope of 2:1, 2.5:1, or 3:1, A 3:1 inside slope is
recommended if the contractor can not make the slope any steeper. The front and back portions of
the dam should have a combined ratio of at least 5 horizontal to 1 vertical.. Exhibit 5 shows more
detail on the dam construction. Dam construction will be checked by the project engineer and SCS
personnel if the SCS is available.
The dam shall not be more than 15 feet tail, measured from the top of the dam to the outside toe,
and will not require a permit from the North Carolina Department of Environment, Health, and
Natural Resources (NCDEHNR) under the Dam Safety Act.
Page 11

Phase 1
January I0, 1995
Lagoon and Dam Summary
MPUTER GENERATED SUMMARY FOR A SINGLE STAGE HOG LAGOON �Q$ED JOHN50N
Design is for WEANLWG - FEEDER for 3540 anlminals at 30 Ibs per animinal at 1 cuftllb
�ALi�On
pEXT7RA7R-AAJN
ADDED
DEPTH io_EI
TOTAL
ADDER
YQLUME in
9&
TOTAL
VOLUMEIn_
SEAL
0.66
0.68
39M
38e38
8.50
9,18
86108
901334
INFAL
2.60
11.78
430M
1332182
CU.
0.00
11.78
0
1332182
24HR.,25YR.STORM
0.58
12.34
106752
1438934
FREE BOARD
1.00
13.34
NA
NA
CALCULATING THE SURFACE DIMENSIONS OF THE
LAGOON AREA
WITH SIDE
SLOPES AT 3 TO 1
BOTTOM DIMENSIONS ARE:
86
FEET WIDE BY
88
FEET LONG
1I WETTED SURFACE AREA (BELOW FREEBOARD)
:
THE TOP WIDTH CALCULATES TO BE -
160
FEET
THE TOP LENGTH CALCULATES TO BE -
1W
FEET
THE SURFACE AREA i8 +
25671
SQUARE FEET, OR
0.59
ACRES
2Z TOP DIMENSIONS INCLUDING FREEBOARD:
THE TOP WIDTH CALCULATES TO BE -
166
FEET
THE TOP LENGTH CALCULATES TO BE s
106
FEET
THE SURFACE AREA IS -
27578
SQUARE FEET, OR
0.83
ACRES
A POND LINER 200 x 200 FT WILL WORK AS A SINGLE LINER - NO SPLICES AND AT
LEAST 10 FT TO COVER TOP OF DAM.
Planned Construction Criteria (Best Est. At This Time):
• Emergency spillway elevation above floor of lagoon
12.34 ft.
• Lagoon floor elevation relative to bench mark reference of 100
feet
Will depend on soil found
• Planned combined dam front and back slope ratio
5:1
• Top width of dam
10 ft.
• Freeboard
1 ft.
Page 12

Phase 1 January 10, 1995
5. Misc. Construction Considerations
1. Mr. Johnson, project engineer(s), SCS personnel, and construction crews will supervise all
dam construction. This shall serve as a quality control measure,
2. The engineer recognizes the need to control erosion and sediment transport off -site thus a few
suggestions are being included as part of this package to serve as minimal guidelines for
sediment and erosion control measures. See Exhibits 4 and 8 for details.
5. A., General Sediment and Erosion Control Suggestions:
1. The purpose of sediment and erosion control measures is to confine sediment transport to the
construction area. This means the contractor should construct physical barriers, obstacles, or
structures to insure sediment and soil is retained on the construction site. This task includes
repairs of disturbed soils, erosion scars, and damaged erosion control devices. Grass
planting and maintenance are also part of standard erosion control measures. Suggestions
and seeding recommendations below were taken in part from the "Erosion And Sediment
Control planning And Design Manual", published by the North Carolina Department of
Environment, Health, and Natural Resources, Land Quality Section.
2. Generally, the contractor should install sediment control traps and sediment fences where
appropriate before or just after construction begins. Plant vegetation in all water conveying
ditches as soon as possible. Roughen all sloped surfaces and stabilize as soon as possible
with vegetation.
3. The contractor and/or engineers and/or surveyor should mark, flag, or designate the
construction areas so all understand the intended lagoon placement.
4. The up slope side of the lagoon shall have a diversion embankment across its length to
convey rainfall run,off to the sides or around the lagoon. Rainfall run-off from the buildings
should be diverted away from the lagoon area if possible. A few suggested erosion control
devices are shown in Exhibits 4 and 8.
5. Small trees, brush, stumps, and limbs will be cleared from this site and pushed into wind-
rows. These wind -rows shall be lined up down slope form the lagoon construction area.
These wind -rows shall act as the primary sediment control structure at the Johnson Farm if
sufficient brush and stumps are available.
fi. Sediment removed from sediment control devices shall be stored in stable areas not subject
to re-enter the sediment control devices or escape off of site. This applies to top soil stored or
any temporary soil storage areas. Silt fencing should be installed on the down slope side of
stock piled or stored soils and along the base of earthen embankments.
7. Gullies, ditches, moved stone, torn fence, or similar areas of erosion shall be given immediate
attention and corrective action taken. Control devices that do not seem to be adequately
preventing sediment transport shall be improved to stop soil transport,
8. Seeding Suggestions:
There is no more Important function for stabilizing a construction site than to plant
vegetation soon as possible after soil disturbance has ended. Sample and test soils for
Page 13

Phase 1
January 10, 1995
liming and fertilizer suggestions. Send soil samples to the N.C. Department of Agriculture,
Agronomic Division, Soil Testing Section, Blue Ridge Road, Raleigh, N.C. 27611. Sample
containers can be obtained at the Montgomery County Cooperative Extension Service.
Disturbed areas which are to waiting final grading should be seeded with temporary
vegetation if they will be left idle for more than 30 days, or if they are subject to severe
erosion. The contractor may wish to seed or re -seed disturbed or undisturbed land with Rye
grass if construction will be taking place in cool weather (See Exhibit 9). Do not destroy
existing grass if at all possible.
Temporary Seeding Suggestions:
Winter or Early Spring:
Summer:
Rye (grain),
Applied @ 120lbslacre
German Millet,
lied @ 40lbslacre
When final grading is complete, Permanent Seeding will be required. The contractor shall
use best judgment as to the variety of grass to be planted at the site. A few recommended
grass types are shown as Exhibits 10,11 and 12.
Permanent Seeding Suggestions:
Grass lined channels (Exhibit
Tall Fescue @ 200 Iblacre (4-5 IbJsq. ft.)
10:
Steep slopes
Tall Fescue @ 100 Iblacre, plus Sericea Lespedeza @
Exhibit 11 :
30 IbsJacre, plus Kobe Les edeza @ 10 IbsJacre
Less steep slopes
Biend of Tall Fescue (90 %) plus improved Kentucky
Exhibit 12 :
1 Bluegrass 10% 200 - 250 IbsJacre
Note: * SERICEA LESPEDEZA SHOULD NOT BE PLANTED ON DAMS.
Seeded areas shall be re -seeded if necessary to insure good stands of vegetation are
developed and maintained. Fertilization and mulch shall be installed as necessary.
Apply seed with a broadcast method, such as a cyclone seeder, drop spreader, drill (in some
cases), etc. Hydro -seeding may be used but is not being specified.
Rake over all sites to assure seed has been covered and lightly pack in place, Lightly water if
water is available (only enough to moisten soil).
9. Mulch Suggestions:
On steep slopes ( greater than 3:1) apply approximately 100 pounds of straw per 1000
square feet of surface. Cover straw with a netting or jute cover or use some other suitable
adhesive material to hold straw in place, if asphalt is used apply at roughly a rate of 11
gallons per 1000 square feet of surface.
On less steep slopes (less than 3:1) apply approximately 90 pounds of straw per 1000 square
feet of surface. Cover straw with a netting or jute cover or use some other suitable adhesive
material to hold straw in place. Mulch may not be needed on relatively flat surfaces.
The grass lined channels are sometimes difficult to get stabilized because of the velocity of
flowing water. Often water velocities exceeding 2 feet per second on bare soil channels can
Page 14

Phase 1
January 10, 1995
cause erosion scars. In many cases, the previous recommendation is sufficient to get a
cover established, however if not, use an excelsior mat (like Cudex Blanket) to line the
channel and secure according to manufacturers recommendations. Seed all exposed areas
and mulch as necessary. Make slopes of grass lined channels as gentle as possible. Use
drop boxes if necessary to lessen steep slopes.
10. Silt fencing should be used on the down slope sides of disturbed areas, such as at the toe of
the dam, earthen embankments, and at piles of stored soils if wind -rows are not present. Silt
fencing should not be used as the only sediment control for large areas of soil disturbance or
in grass waterways with potential for high velocity water streams. Hang silt fencing on
wooden or metal posts well anchored into the soil. Do not allow sediment to flow under loose
fitting silt fencing. Anchor the bottoms of slit fences in the soil and clean out small sumps or
pools just in front of the fences to allow for sediment build-up. Liquid heads over 1.5 feet high
will likely damage silt fencing. Exhibit 8 shows an example of silt fencing.
11. Maintain 15 feet (minimum) vegetative buffers between disturbed areas and property
boundaries.
12. The contractor shall use good judgment and common sense to install sediment and erosion
control measures where needed. The contractor's judgment will be of the up -most
importance.
13. Grading shall take place on the minimum amount of land necessary to do a specific task.
Work should be done in phases or sections if at all possible; sections stabilized and work
started in another portion of the site.
14. Water drainage from the confinement housing construction area and from immediately up
slope from the lagoon will be diverted in several directions. Diverting water away from the
lagoon area is recommended. However if it is not possible to divert all water away from the
lagoon area it may be necessary to use a grass water way to convey the run-off. The total
watershed area just up slope from the lagoon (i.e. that might flow toward the lagoon site) is
being approximated at 1 acre. Water from the housing construction site,will likely drain in ,
several different directions. For estimation purposes we will assume that 100 percent of this
total run-off water will migrate toward the lagoon and need to be diverted around the lagoon.
We will assume 75 percent of the water will migrate around one corner of the lagoon and
proceed down the outside of the embankment It is this water conveyance that is of concern
from a long term erosion stand point These are estimates only and are being supplied to
offer some ideas to the contractor on permanent grass channel construction.
• Water conveyance mechanism = Grass lined channel.
Area contributing to flow =1 acre.
• Storm considered =10 year -1 hour.
• Calculated flow = 5.5 cubic feet per second (cfs).
• Channel shape = Trapezoidal shape (uneven sides).
• Channel side slopes = 4:1 (H:V) and 10:1 (H:V).
• Channel bottom width =15 feet.
Page 15

Phase 1
January 10, 1995
• Channel depth = very shallow < 1 foot (can be part of road).
• Channel top width =17 feet.
• Grass type = Fescue or Bermuda grass
• Estimated water run-off velocity = 2.5 feet per second.
• Erosion potential: On bare soil before cover = high
• Erosion potential: On bare soil with mulch = medium to high
• Erosion potential: On well established grass cover = low/medium
• Slope: On contour should not exceed 4:100 (4 percent)
15. The grading contractor shall install the lagoon in such a manor that works in cooperation with
existing topography and soil conditions. Questionable soils or rocks shall be addressed with
the owner(s) and the engineer before construction continues.
16. Earthen bank slopes greater than 2:1 are discouraged unless absolutely necessary. Slopes
steeper than 3:1 may be difficult to mow and maintain in the future.
17. Soils with high organic matter or frozen soils shall not be used as fill.
18. Grading shall take place on the minimum amount of land necessaryto do a specific task.
Work should be done in phases or sections if at all possible; sections stabilized and work
started in another portion of the site.
19. On fill slopes other than lagoon embankments leave the soil uncompacted if they are not
subject to construction traffic. Remove only large roots, stumps, or rocks from the fill on these
slopes or any debris that would interfere with planting or maintenance.
20, On steep slopes (more than 3:1) clean most debris, roots, stumps, etc. from the site.
Incorporate soil test lime recommendations into the soil with a disk or tiller. Roughen surfaces
on the contours.
21. On less steep slopes (less than 3:1) dean debris, roots, stumps, etc. from the site.
Incorporate soil test lime recommendations into the soil with a disk or tiller. Roughen surfaces
on the contours.
22. Where applicable, apply stored top soil back to final grade over disturbed soils.
23. Should rock outcroppings, gravel beds, or sand beds be encountered during lagoon
construction and such areas exposed to stored lagoon liquids, the contractor shall remove at
least one foot of the rock and proceed to cover these areas (refill) with a minimum of 12
inches of good rock free red day in 6 inch layers and compact each day layer with earth
moving equipment (24 inches is required if problem soils exist where water depth will exceed
13 feet). Bentonite clay may be used as a soil additive should the need arise. The engineer
or soil scientist should make recommendations about soil additives. Twelve inches of clay
must be applied (min.) on soils classified as SP, SW, GP, and GW.
24. The Johnson Farm will need pads built on which the confinement houses will be constructed.
These specifications do not include details on the pad construction except for some general
guidelines. Pad packing and similar constructlon shall be up to the contractor building the
Page 16

Phase 1
January 10, 1995
houses. However the pads shall be made high enough so gravity Row will occur when plugs
are pulled inside the houses.
25. The engineer has made no effort to balance cuts and fills for this project. Soil removed from
the lagoon can be used to construct pads.
26. The invert of the drain pipes shall extend into the lagoon. The inverts are recommended to
fall within 2 feet below the earthen emergency overflow, These inverts may be changed since
the controlling factor for this drainage is the water level inside the houses. A slope of greater
than 0.25 percent is recommended for the drain pipes.
27. The lagoon design presented above should keep a permanent water level in the lagoon at or
above the seasonably high water table for this area. The temporary storage volumes
described would appear to be above the seasonably high water table.
6. General Lagoon Maintenance
1. After final grading and permanent vegetation is well established, maintain good covers with
mowing and fertilizing. Annually collect soil samples for analysis and crop fertilizer and lime
recommendations. Fertilize and lime native grasses around the site and keep existing ground
cover in tact as much as possible. Maintain natural water ways and ditches. Plant new cover
grasses as necessary.
2. Mow grass as desired and in accordance with accepted practices, especially around the
lagoon area. Keep weeds and floating weed mats off of the lagoon.
3. Repair mulch and seed beds as necessary if areas of dead grass develop or erosion scars
occur.
4. Use pesticides and herbicides only as a last resort to keep grass stands healthy. Use
housekeeping techniques to control insects along with or instead of pesticides.
5. Use common sense and dose observations to prevent lagoon upsets.
6. No shrubs or bushes are planned at this time. New shrubs and trees should not be planted
closer than 30 feet to the new lagoon and not on the lagoon dam.
7. Lagoon Management And Dam Inspections
Once the lagoon is constructed and ready for filling, it is very important to first add water to the
lagoon prior to adding swine manure. The owner should be careful to add water to the
lagoon until g least one third of the lagoon design treatment volume is achieved before
adding swine manure. The operator should always strive to maintain a liquid depth of at least
6 feet. Initial water addition to the lagoon shall be from water wells on the farm or from nearby
creeks, but if storm water run-off can be easily added to the lagoon it may be added in place
of well water.
2. Research literature suggests a pH of 7.0 to 8.0 be maintained in an anaerobic swine lagoon
to obtain optimum treatment conditions and minimize odors. During lagoon start-up the acid
forming bacteria will tend to populate faster then the methane forming bacteria and can lower
the overall pH of the lagoon water. If this occurs, the ownerloperator should add hydrated
Page 17

Phase 1
January 10, 1995
lime to the lagoon at a rate of 1 pound per 1000 cubic feet of water. The lime can be applied
to the surface of the lagoon and mixed into the surface waters until a proper pH is obtained.
Start adjusting the pH if the lagoon waters drop to or below a pH of 6.7.
3. It is desirable to add manure daily or everyother day in regular doses. This is preferred to
slug loading the lagoon at irregular intervals or starving the microorganisms.
4. The only way to accurately estimate the volume of sludge in an anaerobic lagoon is to take
measurements. This can be done by using a'sludge judge" or a variety of other measuring
devices. Measure sludge accumulation at least one time every 2 years or more often if
sludge is to be irrigated on a regular basis. Plan sludge removal events as desired by the
farmer in accordance with the waste utilization plan, weather conditions, etc.
5. The lagoon sludge andlor wastewater can and should be tested to determine its nutrient
content prior to land applications. Send effluent and sludge samples to the N. C. Department
of Agriculture, Agronomic Division, Plant Analysis Laboratory, Raleigh, N.C. 27611. Plant or
crop tissue samples can also be sent for regular analysis. Contact the local Cooperative
Extension Service for additional details and phone numbers.
6. Keep grasses and vegetation out of the lagoon. Floating mats (not weed mats) are not likely
to occur on swine lagoons. Such mats will not interfere with performance and can be left in
place if present, Rubber gloves, plastic bags, and trash tend to accumulate in'lagoons and
should be cleaned out regularly.
7. Take extreme care to select optimum conditions for spray irrigation of wastewater and sludge
removal events. Careful planing will help minimize odors. Irrigate wastewater in dry warn
weather if possible, preferably before 12 noon.
8. Lagoon water levels should be lowered before the on set of wet weather seasons and in
accordance with on -farm crop needs. Leave plenty of room for heavy rainfalls or long wet
seasons.
9. Avoid unnecessary agitation of the lagoon when not irrigating. When possible allow water to
flow into the lagoon in a gentle fashion instead of splashing or cascading. Inlet piping can be
placed below water surface as long as the water inside the houses will drain out fully.
Extreme care should be used when filling the lagoon so as to avoid eroding a scar into the
side of the lagoon and exposing undesirable soils. Use temporary flexible drainage pipe if
necessary to transfer water to the bottom of the lagoon area.
10. Effluent piping from the confinement housing should be a minimum of 6 inches in diameter,
however 8 inch piping may be used. Gravity flow piping should be sloped a minimum of 0.25
percent, but greater slopes would be better. It should be PVC piping with glue joints.
Placement of the effluent piping terminal end is not extremely critical as long as sufficient flow
occurs when the plugs are pulled. Many farmers desire to see flow from the end of pipes so
pipe ends must terminate above the lagoon liquid surface. The terminal end of the piping
often extends at or just under the water surface between the six month storage volume and
the ,Design Treatment Volume level. If the pipe outlets are under water the pipes should be
equipped with vapor traps and vents to prevent gasses from moving back toward the
- confinement houses. Clean out ports should also be provided for each set of pipes.
Page 18

Phase 1
January 10, 1995
11. Lagoon start-ups are best done in warm weather, particularly in the northern climates. This is
less important in southern states. Careful consideration to pH and gradual start-up loadings
can help off set cool weather start-ups.
12. Regularly inspect the lagoon dam and earthen embankments for settling or bulges, side slope
stability, rodent damage, holds or pock marks, erosion scars, wave action damage, weeping,
etc. Weeds should be mown at least one time per year and two times per year in heavy
growth years.
13. Do not drive vehicles across emergency spillways. Keep the spillway clear of limbs, tall plant
growth, logs, floating debris, sedimentation, etc. Watch for erosion and settling. Keep outlet
channel in good vegetative cover and free from erosion.
14. Grazing on dams and embankments can cause problems and is not recommended.
15. Inspect all dams, earthen embankments, and emergency spillways at least two times per year
or after every significant storm event.
16. Lagoons with floors below the seasonably high water table should maintain the water levels in
the lagoon at or slightly above the seasonably high level.
17. Irrigation pump intakes should be a minimum of 18 inches below the lagoon liquid surfaces.
The operator plans to occasionally agitate the sludge on the lagoon floor while irrigating in
order to minimize sludge build-up. Exhibit 14 shows an example of an agitation device. Any
irrigation pump and irrigation nozzles should be designed to pump solids.
18. Always maintain at least 1 foot of freeboard in lagoons with pump systems. If pump units are
not owned by the farmer where he/she has control of the use of the pump then the farmer
should maintain at least a 2 feet freeboard.
19. Emergency spillways should be kept clear of trash and debris. A good grass cover should be
maintained at and down slope of emergency spillways.
20. Occasional upsets to an anaerobic lagoon can be expected, but the duration of such events
should be very short Rapid or sudden temperature changes may cause some temporary
changes in lagoon performance. Long term cold snaps or sudden hot periods can also cause
upsets. The owner should strive to maintain a steady state condition in the lagoon at all times.
Avoid the use of harsh or chlorinated chemicals in the confinement housing or in the lagoon.
21. New products are being developed to help minimize odors from swine operations. The
owner/operator may utilize such products but these should only be utilized according to
manufacture's recommendations and with caution. Many of these products do not reduce
odors and are a waste of money. Rapid additions of enzymes or chemicals could cause
microbial upsets.
S. Safety Considerations
1. Fencing around the lagoon is not being recommended since the entrance to the farm can be
controlled, however fencing should be used if needed. If the public or children will have
access to the lagoon area the lagoon should have a stock tight fence installed around its
Page 19

Phase 1 January 10, 1995
perimeter. Clear warning signs should be installed around the lagoon and be visible from all
sides of the lagoon. Unauthorized persons should be kept away from the lagoon area.
2. The owners should install throw type safety devices within easy access from at least 2 places
around the lagoon in the event of a drowning accident. Safety ropes should also be kept
nearby. At least one person at the farm should have water rescue training. Any person using
a boat on the lagoon must wear a life preserver and have a helper standing on shore in case
of an emergency. All farm personnel should have first aid and safety training.
3. Animal manures produce gasses as their solids decompose. Agitation of lagoon solids or
agitation of under slat liquids can cause large amounts of gasses to be released quickly. The
owners should be aware that certain gasses are colorless and odorless and can cause
asphyxiation and death under severe circumstances (usually in confined spaces and not as
likely around a lagoon). It is doubdul gas concentrations would approach explosive levels, but
the owners should be aware of such possibilities in confined spaces. Employees should be
warned about such dangers and trained in dealing with such matters. The primary types of
gases produced by animal manure are listed below:
Hydrogen Sufflde• H25 :
The most dangerous of gases produced, especially during manure agitation. This gas is
corrosive to exposed metal parts.
• Colorless with distinct odor.
• Heavier than air, accumulates near the floor.
o Recommended maximum safe gas concentrations for an 8 hour exposure to humans: 10
arts per million
• Recommended control of as: Adequate ventilation.
• Not readily explosive.
Carbon Dioxide- CO2 :
• Not particularly toxic in normal concentrations. Large quantities can be released during
manure agitation. Not particularly corrosive.
• Colorless and odorless.
• Heavier than air, accumulates near the floor.
• Recommended maximum safe gas concentrations for an 8 hour exposure to humans: 5,000
arts per million
• Recommended control of as: Ade uate ventilation.
• ' Not readily explosive.
Page 20
1�7

Phase i
January 10, 1995
Methane- CH4 :
• The most explosive of gases produced, especially during manure agitation. Not extremely
toxic at low levels.
• Colorless and odorless.
• Lighter than air, accumulates near the ceiling.
• Recommended maximum safe gas concentrations far an 8 hour exposure to humans: 1,000
arts per million
• Recommended control of as: Ade uate ventilation.
• Explosive at concentrations of 50,000 to 150,000 parts per million or 5 -15
Ammonia- NH4 :
• Not extremely toxic in lower concentrations. Irritating to the eyes and respiratory system. Can
be released in large quantities especially during manure agitation. Can be corrosive to
exposed metal parts.
• Colorless with ve distinct odor.
• Lighter than air, accumulates near the ceilin .
• Recommended maximum safe gas concentrations for an 8 hour exposure to humans: 25
arts r million
• Recommended control of as: Adequate ventilation.
• Not readily explosive.
4. Workers should never go under floor slats unless accompanied by a helper and only if
adequate ventilation is in place. Drain and clean under slat pits at least 8 hours prior to entering in
addition to providing good ventilation. Workers entering confined spaces should follow OSHA
guidelines for such activities.
5. The owner/operator may wish to purchase a portable hand held gas meter for questionable
environmental situations.
6. Beware of spiders and snakes around swine facilities.
7. Workers should attend to cuts and wounds immediately with the proper first aid
End of PHASE I Design Specifications.
Total pages within this report is 21.
Page 21

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VICINITY MAP FOR THE
I•
PROPOSED FARM SITE OF
ED JOHNSON ".''
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MONTGOME RY COUNTY
NORTH CAROLINA
►17►A110 BY TMi
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS —PLANNING AND RESEARCH BRANCH
IN [oonuna+ WITH in
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
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" USGS TOPO kPHIC MAP OF PROPOSED
FARM SITE FOR ED JOHNSON
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EXHIBIT 7
SOILS INVESTIGATION
MONTGOMERY COUNTY
Mr. Johnson is planning the construction of a nursery
swine operation on this farm. A waste treatment lagoon will
be constructed to hold and treat the effluent prior to land
application.
on 3uly.7,1994 a soils investigation was done on the
proposed site. A backhoe was used to excavate test.pits to
determine site suitability for the construction of the
proposed lagoon. The predominant soil materials encountered
were SM, SP, (unified.,classifiaation). The SM is a silty
sand,' the SP is poorly graded sand. A small amount of CL and
SC was found. A total of'eight test pats were excavated as
_a part of this investigation...Five pits were excavated on
one pits and three pits"were excavated on another site
:approximately 1000 feet from the first site.
Conclusion
Based on soil materials encountered in this investigation
this site is not considered to be suitable for the
construction of a lagoon unless a synthetic liner is used or
suitable clay materials are hauled in from off site .

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Naked Creek II Farm Phase Zr�.
PHASE II DOCUMENTATION
SWINE F L E TREATMENT AND ANAEROBIC LAGOON DESIGN
FOR
THE NAKED CREEK II FARM IN THE WINDBLOW COMMUNITY OF
MONTGOMERY COUNTY, N.C.
69-AMILI 1EICIE101102
Prepared for :Ed Johnson
NAKED CREEK Il FARM
P.O. Box 776
West End, N.C. 27376
Phone: [phone]
mq
ON
Plans Prepared By: Larry F. Graham, P.E.
'"
Environmental Engineering Services
o M,
5647 N. C. Highway 211
West End, N.C. 27376-9001 Phone: [phone]
Fax: [phone]
E
�
p
Soils Review: NOT APPLICABLE TO THIS PHASE
Submittal Date: April 29, 1996
B
Review:
Review By:
Larry F. Graham, P.E.
11602
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Naked Creek H Farm Phase
Ir—
TABLE OF CONTENTS
1. INTRODUCTION
2. GENERAL SITE INFORMATION AND LAGOON LOCATION
3. REVIEW OF GENERAL FARM PARAMETERS.
4. LAGOON SHAPE.
5. SOILS.
& VOLUME CALCULATIONS. (SEE PHASE I FOR REFERENCE)
6.A. Sludge Holding Capacity
S.B. Design Treatment Volume.
6.C. Six Month Wastewater And Rainfall Storage.
6.D. Severe Storm Storage.
6.E. Freeboard.
6.F.Emergency Spillways & Overflow Protection.
7. DAM CONSTRUCTION (AS -BUILT).
8. LAGOON DESIGN SUMMARY.
9. CONCLUSIONS AND NOTICES.
EXHIBIT LIST FOR PHASE II
Exhibit 1 County map (vicinity map).
Exhibit 2 USGS topographic map of the farm location.
Exhibit 5A Phase 11 Constructed. Lagoon And Dam.
2
2
3
3
3
3
4
4
5
S
6
6
6
7
8

• 1
Naked Creek H Farm Phase T— (Y'
Note to the reader:
This document (Phase II) -contains "As -Built" information
about the Naked Creek II_ Farm anerobiglagoon: owner Ed
Johnson. The reader should note that normally, a Phase I or
"Preliminary Plans" document has been d�eveloged prior to
this Phase II. Phase. II describes what has been built with a
short background introduction into the design objectives.
Phase I,spe ifications may or may not be included'as part of
this document.
The material contained in this package was developed
sgecifi„cally_for the named client. This material is not to be
copied or reproduced without the signed consent of the
named client or others designated to act on his/her/their
behalf

Naked Creek H Farm Phase IT'
i
LAGOON_ DE$i,G,N_PARAMETERS AbQ DETAILS
1. Introduction
The Naked Creek II farm is a new swine farm in the southeastern part of
Montgomery County N. C. The farm is located in an agricultural/rural setting
well off of the paved road and is situated near Windblow, N.C. As of this
document date construction of the housing units is complete. The lagoon has
also been constructed.
The farm is a pig nursery operation and has the capacity of 3,840 head in 4
confinement houses. It is very similar to the Naked Creek I nursery operation
built on this same fans parcel. Swine effluent will be stored in a lagoon and be
recycled into the houses to recharge the waste removal systems. On occasion
lagoon effluent will be pumped from the lagoon and land applied via a spray
irrigation system. The effluent applied to farm grown crops will act as a
commercial fertilizer substitute.
PHASE II (this report) contains as -built information on the lagoon structure, dam
construction, and general as built characteristics. Usually this section is
prepared after all lagoon construction is complete and volumes and or sizes can
be measured. The engineer has tried to weigh all factors in accordance with
importance while construction was taking place on this lagoon to 'keep the final
construction as close to the original plans as practical. This document reflects
the construction on the lagoon as of the date on the front cover.
2. General Site Information And Lagoon Location
The physical location of the farm is in the southeastern part of Montgomery
County, off State Road # 1003, approximately 3 miles north of Windblow, N.C.
The nearest stream is Naked Creek and it is located approximately 800 feet from
the proposed lagoon site. Exhibits 1, 2, and 3 (PHASE I document) show
various views of the property location
As the site work was taking place it was not possible to make the lagoon shape
"exactly" like the original design due to soil limitations. However it was possible
to make the lagoon close to the target shape and size. Correct volumes to meet
design guidelines for treatment were achieved within the intent of the PHASE I
plans even though the final lagoon volume was slightly less than planned.
2

r-
Naked Creek II Farm Phase TT
3. Review Of General Farm Parameters.
1.
Type of facility:
Nursery operation
2.
Number of hogs:
3,840 head.
3.
Average animal weight assumed:
30, pounds.
4.
Approx. full volume of lagoon in
gallons (cubic feet) - estimated.
1,400,000 (187,166)
5.
Total number of acres at the farm.
210 +1- acres
6.
Number of acres in lagoon and
containment houses (approximately).
3 acres
7.
Housing:
4 Units @ 960 head each
8.
Type of Waste Treatment
Anaerobic lagoon
4. Lagoon Shape.
The treatment lagoon was originally designed to have a square surface with a
flat bottom. Overall the final lagoon resembled the initial design (See Exhibit 5A
For As -Built Topographic Details). However, the final lagoon was slightly
rectangular instead of square. The bottom was more or less flat.
5. Soils.
When deep excavations were taking place on the lagoon, a fair amount of sandy
clay was found below the sandy upper soils This was similar to what was found
at the Naked Creek I Farm site but with less clay. This material started around 5
to 6 feet deep (below original grade). While this sandy clay material was not
ideal for use as a lagoon liner it was fine to use as a synthetic liner underlay.
The engineer decided to let the contractor construct the embankment core out to
this native sandy clay. Its moisture content and consistency were satisfactory to
allow it to pack properly. Upon completion, all interior surfaces had at least 12
inches of sandy clay liner. All clay surfaces were compacted with a cheeps foot
roller. A one piece synthetic liner was used to cover the entire lagoon interior
after the clay surface was smoothed and all objects removed. The liner used was
a °Permalon" brand as specified in the PHASE I package.
6. Volume Calculations. (See PHASE I for reference)
As -Built lagoon volumes calculated for the Naked Creek 11 Farm used on -site
topographic measurements which compares the empty lagoon with the full
lagoon. Maximum or full volume would be full to the overflow level. Normal full
would be 1 foot below overflow. The computer technique used for these

Naked Creek U Farm Phase
comparisons is called L.I. Contour V+, Version 5.0, developed by A.B.
Consulting Co. Inc., Lincoln NE. Great care was used in developing the contour
maps for comparisons, however any such measurements and calculations have
some margin for error. The engineer has verified the L.I. Contour V+ program
with known field data and believes it to be a very accurate approximation
technique for pond volumes. Standard volume calculations for trapezoidal
structures were likewise consulted and used for verifications.
While lagoon construction was taking place the contractor was unable to
construct side slopes at 2:1 as planned. This resulted in the lagoon top
dimensions to be larger than planned. In order to obtain a 1 piece synthetic liner
and have it fit into the lagoon, the final lagoon volume was slightly reduced from
design. ,The resuiting reductions are mentioned below.
6. A. Sludge Holding Capacity
The engineer originally designed a 5 year sludge storage capacity into the
lagoon. However, due to construction problems the engineer reduced the sludge
holding volume in the lagoon to 3 years. This change should not affect the
lagoons performance but will require a slightly higher degree of solids
management. Once every 3 years Mr. Johnson plans to agitate his lagoon to stir
up solids and irrigate those solids along with his liquid. This activity will be
planned ahead of time and the irrigation adjusted to keep nutrient loadings in
balance with crop needs.
5 Year Sludge Storage (Design):
194,743 gallons.
3 Year Sludge Storage (Actual):
133,000 gallons
6. B. Design Treatment Volume.
The design treatment volume (sometimes called Minimum Design Volume) is the
minimum volume of wastewater needed to maintain optimum conditions for
bacterial growth. This volume will likely require several months to obtain once
filling begins. The owner should be careful to add water to the lagoon until one
third to one half of the design treatment volume is achieved before adding swine
manure.
The operator should always strive to maintain a liquid depth of at least 6 feet to
control excessive odors. Mr. Johnson is using well water to initially charge his
lagoon. The filling process is in progress as of this report.
From PHASE I design guidelines the engineer is restating below the design
treatment volume needed.
H

Naked Creek U Farm Phase , _.
Design Treatment Volume:
Practical design range = 800,000 to 900,000 gallons
6. C. Six Month Wastewater And Rainfall Storage.
Wastewater will normally be pulled off of the top of the lagoon and recycled to
the confinement buildings for reuse or to be spray irrigated. However there will
be times when irrigation can not occur and liquids will accumulate, especially
during cold wet weather. The original design for the Naked Creek it Farm called,
for six months of excess liquid storage. The six month storage volume includes
excess wastes produced by the animals, spillage or wasted water, clean-up
water, and excess rainfall (less evaporation) directly into the lagoon. This does
not include rainfall run-off water from outside the lagoon since that will be
diverted by earthen embankments and grass water ways.
Six Month Storage Volume (Design):
430,848 gallons
Due to the construction problems mentioned above the engineer has shown a 5
month storage volume in this farm lagoon instead of the 6 months planned. This
is being shown on top of the 3 year sludge storage volume and the design
treatment volume. In reality this lagoon could easily contain 6 or 7 months of
excess water production if sludge is kept removed and the lower range of the
design treatment volume is used. The engineer is recommending that any waste
utilization plan for this farm use the 5 months of storage for planning.
Five Month Storage Volume (Actual):
359,000 gallons
6. O. Severe Storm Storage.
At any time in North Carolina there can occur a severe rain producing storm
which can deposit considerable amounts of water quickly. This fact has been
considered. The standard storm surge allowed in lagoon design is' the 25 year -
24 hour rainfall event. The engineer chose to use 6.41 inches as a design
number.
The design engineer only considered the rainfall falling within the interior of the
lagoon. There Should Be No Surface Run -Off From Surrounding Areas
Allowed To Enter The Lagoon. All Run -Off At The Naked Creek II Farm Has
Been Diverted Around The Lagoon Via Earthen Embankments.

Naked Creek u Farm Prase T -'
The 25 year - 24 hour storm volume for the Naked Creek 11 Farm is
approximately:
Severe Storm Value (Design):
91,234 gallons
Severe. Storm Volume (Actual):
106,266 gallons
6. E. Freeboard.
Freeboard is the extra depth added to a lagoon for safety against an
embankment overflow or dam washout. This extra depth is a safety measure
and prevents water from spilling over the dam, resulting in dam erosion and
complete or partial failure. This was a selected value at the Naked Creek li
Farm.
Lagoon Freeboard: 1 toot.
6. F. Emergency Spillways $ Overflow Protection.
The Naked Creek II Farm does not have a dam and it is lined with a synthetic
liner. Therefore there was'no emergency overflow designed or installed for this
lagoon.
7. Dam Construction (As -Built).
The Naked Creek 11 Farm lagoon does not have an earthen dam holding back
water. Instead it has small embankments around the lagoon rim to divert
stormwater away from the lagoon. The lagoon embankments were constructed
with a sandy clay soil material found on site. Its construction was observed by
the engineer as construction was taking place. Recommendations found in
PHASE I can be viewed to see original construction considerations. The
following are as -built details.
1. Maximum Height, Top of Dam to
Outside Toe - Before Settling
2. Top of Dam Contour
3. Inside Dam Slope
4. Outside Dam Slope
5. Dam and Dam Core Compaction
6. Anticipated Darn Settling
7. Top Width of Dam
I�
u
2 to 3 feet
85 feet (minimum).
2.5 to 1 (average).
3 to 1 (average).
Sheeps Foot Roller
0-2 percent.
6 to 10 feet

Naked Creek U Farm Phase I-
8. Dam Core Width 3 feet.
9. Dam Core Depth 0 to 3 feet.
8. Lagoon Design Summary.
-" AS BUILT CONSTRU TION QE LAGOONS BS OF - 9-96:
1. Number of hogs = 3,840 head
2. Type of facility = Nursery operation
3. Type of lagoon = Single stage anaerobic lagoon.
4. 25 year 24 hr. storm intensity = 6.41 in.
5. Estimated run-off from surrounding land 0%
into the lagoon =
6. Waste storage period =
7. Design criteria
8. Measured maximum dam height of
Lagoon =
9. Inside side slopes =
10. Sludge accumulation criteria
11. Average animal weight =
12. Approximate Final Volumes (rounded):
3 year sludge accumulation
(calculated)
Design treatment volume (calc.)
5 month storage
25 year 24 hr. storm
TOTAL DESIGN ESTIMATED
VOLUME (less freeboard)
13.TOTAL MEASURED VOLUME USING
COMPUTER SOFTWARE
14. Inside top dimensions (approx.) _
15. Bottom dimensions(approx.) _
16. Max. liquid depth (approx.)=
17. Liquid depth to maintain (before storm)=
7
6 mo. (design), 5 mo. (actual)
Anaerobic treatment with adequate
odor control.
2 to 3 feet.
2.5:1
5 yr. storage (design),3 yr.(actual).
30 lbs.
133,000 gal.
860,000 gal.
359,000 gal.
106,000 gal.
1,458,000 gal.
1,400,000 gal.
159 x 172 (see Exhibit 5A)
92 x 98 (see Exhibit 5A)
12.5 ft.
10.94 ft.

I
Naked Creek H Farm Phase T "
18. Emergency spillway elevation off floor =
19. Emergency spillway invert =
20. Dam top elevation =
21. Dam front and back slope ratio
22. Sand/Clay liner thickness (interior)
23. Top width of rim embankments =
24. Freeboard =
25. Rainfall for overflow calculations
26. Start pumping liquid level before =
27. Stop pumping at liquid level about =
9. Conclusions And Notices.
NIA.
NIA
85 ft. (contour)
? 5.1
12 in. (Plus synthetic overtop)
6toloft.
1 ft.
N/A
11 ft. deep
between 8 & 9 feet deep
1. The lagoon system at Naked Creek 11 Farm is more or less complete as of
this PHASE 11 report. The contents of this report are included herein to
describe the lagoon and then compare these numbers 'to the. design
parameters in PHASE I. For brevity reasons certain portions of this -report list
average values or rounded numbers when exact values are not appropriate
or- are of very small percentages. The engineer feels as though the lagoon
structures as built will function properly as anaerobic treatment structures for
the swine effluent at the Naked Creek 11 Farm as long as the system is
maintained and the farmer agitates and irrigates the effluent at least every 3
years.
2. Due to some construction limitations associated with using a synthetic liner in
this lagoon the final volume of the lagoon was only 89 percent of the original
calculated design. This translates into a smaller sludge storage volume and a
smaller excess water storage volume than originally designed. The engineer
estimates the as -built lagoon should allow for about a 3 year sludge
accumulation period and still allow for a 5 month waste water accumulation
period. In severe situations the farmer could allow the water level to raise
another 4 to 5 inches and achieve the 6 months of storage called for in the
design, still leaving room for the 25 year 24 hour storm. However, the farmer
must use extreme caution to avoid an unexpected lagoon overflow. It is
better to keep the liquid levels inside the lagoon low by a more intensive
irrigation and crop management program than to allow it to become near full.
Should the farmer wish to irrigate solids yearly, there will be at more than 6
months of storage available inside the as -built lagoon.
3. The potential for bare soils to erode at this farm is high. This will require the
farmer to repair erosion scars during the course of stabilizing the site. It is
8

Naked Creek II Farm Phase r
very important to repair any erosion as soon as it is observed. Grass should
be planted immedlatelyl
4. The engineer wishes to point out that certain construction items are yet to be
completed or are almost complete, e.g. grass planting, finished shaping of
grass water ways, etc. These items must be done to have a satisfactory
lagoon system. Sediment and erosion control structures and practices
must be maintained as long as there is the potential for erosion. This
includes the planting and maintaining of grass. The farmer will be continually
responsible for maintaining all parts of this system and completing the work
as promised to the engineer.
5. The owner of this lagoon system shall be obligated to install and operate the
system according to the above specifications. However the engineer realizes
the on -site conditions may cause some variations in as already mentioned.
As long as the changes are minor and improve the system and do not change
the flow or intent of the design, the changes can be made by the owner.
Brand name items mentioned in this document are given for example only
and may be changed as long as the function and quality are not
compromised.
6. The engineer takes no responsibility for changes made to the system before,
during, or after construction without his knowledge. Nor does the engineer
take any responsibility for human losses or property damages which should
occur due to poor workmanship, improper use of machinery, unknown
conditions above or below ground level, legal problems with boundary lines
or easements, acts of Nature, or "short-cuts" the owner may take in system
construction or operation. The engineer did not help install the synthetic liner
and can not guarantee its quality or useful life.
7. The engineer has made a concerted effort to observe the lagoon being
constructed at different stages. However, as with most existing systems
there are components of the system that are not visible and were not
observed under construction. Therefore it is necessary to assume certain
things that are reasonable for such systems or take the information given by
owners, contractors, etc. Information given to the engineer by others and
used in these specifications shall be taken as truth if it can not be verified
otherwise.
END OF PHASE II SPECIFICATIONS
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IRRIGATION
DESIGN
CERTIFICATION
FOR
ED JOHNSON
7680 Wean to Feeder
December 4, 1997
1 certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my knQygledgeUnd-belief.
,A CAf7:�,
I I
-' M. Floyd Adams; P. Date
License No. • 1221
t
r

IRRIGATION SYSTEM DESIGN PARAMETERS
Land Owner/Operator Name: Ed Johnson
Address: 185 Cedar Lane
Eagle Spring, N.C. 27242
Telephone: [phone]
TABLE 1 - Field Specifications-(1)
1
Date:
County
04-Dec-97
Mont ome
Field
Number (2)
Approximate
Maximum
Usable Size
of Field (3)
(Acres)
Soil Type
Slope
(%)
Crop(s)
Maximum
Application
Rate (4)
(in I hr)
Maximum
Application
per Irrigation
Cycle (4)
(inches)
Comments
1
103
Ailey
8-15
Improved BermudalAnnual Rye grass
0.4
1.3
Wakulla
0-8
Candor
0-8
2
6.0
Ailey
8-15
Improved Bermuda/Annual Rye grass
0.4
1.3
Wakulla
0-8
Candor
0-8
(1) Table to be completed in its entirety by Field Office personnel and forwarded to the Irrigation system designer.
(2) See attached map provided by the Field Office for rwid loration(s).
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I & -G.- Annual appticatton must not exceed the agronomic rates for the soli and crop used.

Date: 04-Dec-97
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type
Zones (2) Travel
within Speed
Fields (1) (ft / min)
of Equipment.
Application'
Rate
(in I hi)
Amadas 1025, Nelson 100 Gun, John Deere 4020D, Berkeley B2EQHH
EQUIPMENT SETTINGS
TRAVEL LANE Wetted Flow Nozzle Operating Operating
Effective Effective Hours per Diameter Rate Diameter Pressure Pressure Arc Wetted
Width (ft) Length (ft) Pull (feet) (gpm) (inches) @ Gun (psi) @ Reel jEa Pattern (3) Acres Comments
1
3.10
0.36
200
500
2.7
285
145
0.86
80
127
270
2.30
3.10
0.36
200
450
2.4
285
145
0.86
80
127
270
2.07
3.10
0.36
200
550
3.0
285
145
0.86
80
127
270
2.53
313
3.10
0.36
200
930
5.0
285
145
0.86
80
127
270
4.27
4A
2.72
0.39
115
560
3.4
255
94
0.71
80
104
200
1.48
Ring Size Change
41
2.72
0.39
115
560
3.4
255
94
0.71
80
104
200
1.48
Ring Size Chan2e_
(1) See attached map provided by the Field Office for field location(s). 14.13 = Total Eff. Wetted
(2) Show separate entries for each hydrant location in each field. Each entry is a separate zone. Acres
(3) Use the following abbreviations for various are patterns: F (full circle), TO (three quarters), TT (two thirds), H (half circle), T (one third). 0 (one quarter).
May also use degree of arc in degrees.

Date: 04-Dec-97
TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Flow
Rate of Sprinkler m
145
Max.
Operating Pressure at Pump (psi)
142
Design
Precipitation Rate inlhr
0.36 - 0.39
Hose
Length ft
850
Type
of Speed Compenstion
Mechanical
Pum
Tye PTO, Engine, Electric
Engine
Pump
Power h
20
TABLE 5 - Thrust Block Specifications (1)
Desianer may provide thrust block details on separate sheet_
LOCATION
THRUST BLOCK AREA (sq. ft.)
2" line
3" line
4" line
6" line
90 Degree Bend
0.65
1.39
2.30
4.92
Dead End
0.46
0.98
1.60
3.48
Tee
0.46
0.98
1.60
3.48
45 Degree Bend
0.35
0.75
1.20
2.67
Ground Ent 2
0.86
1.81
2.90
6.40
(1) See USDA -MRCS Field Office Technical Guide, Section IV, Practice Code 430-131).
(2) It is recommended that Ground Entry blocking be approximately 25% to 33% more than,
that required for 90 degree elbows.
Y

�.i 4.__1
04-Dec-97
Narrative of Irrigation System Operation
According to the data furnished by the Owner(s) and the affiliated companies the following is an overall description of the system to
include procedures of operation such as- start-up, shut -down, winterization, and regular maintenance of the equipment.
This operation contains 4 buildings with a capacity of 7680 animals.
The annual plant available nitrogen (PAN) produced by this operation will be 3686 pounds.
This system is designed to effectively wet 14.1 acres of land. As usual, more. land will be receiving water but is not counted as
total "vetted acres".
This system contains 1800 LF of 4 inch PVC (SDR 26) with 4 hydrants.
There are 6 separate zones from these hydrants. Operator should notice the ring size and arc change at Zone 4.
Care should be taken when starting the pump unit to allow all lines to fill slowly so as to allow the air to escape from the lines.
After this process, the motor rpm's should be slowly increased to obtain• the desired system pressure. Failure to allow the entrapped
air to escape before increasing the motor speed may cause damage to the system.
Shut down procedures should be the reverse of start-up. The operator should slowly decrease the motor speed to idle and then
shut it off.
All regular and seasonal maintenance should be performed according to manufacturer's recommendations.
Pumps and travelers should be drained prior to freezing temperatures.

IRRIGATION SYSTEM DESIGNER
Name: ' M._Floyd Adams
Company: M. Floyd Adams, P.E.
Address: P-0. Box 1098, Kenansville, NC 28349
Phone: 910 - 296 - 1170
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigaition system which includes hydrant locations, travel lanes, pipeline routes, 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. Manufacturers 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. N.C. Field Office Technical Guide,
Section IV, Practice Code 430 - DD.
B. 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 75 feet wide or' wider must be maintained between the limits of the irrigation system and all perennial streams and surface
waters per DEHNR - DEM Code section 15A NCAC 2B.0200 - Waste Not Discharged to Surface Waters.
,

WOODS
� IRRIG :TION DESIGN
ED JOHNSON
ROAp ,
THIS MAP HAS BEEN PREPARED BASED ON THE ASCS MAP PROVIDED BY THE
OWNER AND WITH WEASLM ENS TAKEN IN THE FIELD. IT IS CORRECT
TO THE BEST OF MY KNOWLEDGE AND BELIEF.
WOODS
NOTES•
1) THRUST BLOMNG SHALL BE PROVIDED AT ALL BENDS. TEES, DEAD
ENDS AND OTHER SPECIAL FTFI7NGS WHICH REQUIRE RESTRAINING.
2) MAINLINE PIPE AND LATERAL SHALL BE 4' PVC CLASS 160 AND 3' AND 2'
AND SHALL BE BURIED TO HAVE AT LEAST 3 FEET OF COVER.
3) AN AIR RELIEF VALVE SHALT. BE INSTALLED AT THE END OF THE LINE AT
HYDRANT 4.
Ci ?1 RO
,es 8
y
12273 -
WOODS
^`Ti`J JGr
� � i %z 1C Cr � • y
• � 1
", Z GYD
�►$Oita-mW,
Prepared by:
M. Floyd Adams, P.E.
Date:
December 4 1997