710072_Permit Renewal Application 2019_20190410

State of North Carolina
Department
Division
Environmental Quality n of Water Resource
!ice
S Vk.
Animal �%Ci
Waste
Facility Currently
Request for Management S MAR expireon .,
30 2019 ently co b Certification f Ystems 2
ered n o Cov 9 ZQ�Q
Non-Dage
ih s grequired era b Pethese PeIV nnit , facilitiesarOl State N n D Expiring Sate Non -Di charge Gen . »t,�l,. „ �``w` G'��^
must brsch General Per
received by the roits must that ge General
Division o f aPP1Y for have been issue nnits 'nit `r f�L7 � Pe
Please do nor WaterReso renewal at least d Certificates for Anirnal Waste"
=Pplicati. leave any urces by no later 180 days of Coverage Mara
rnustbesign ed 9uesdon unans thanApril3 Prior to their erage to operate gernent SYste
1. and dated b per were Please Seri ' 2019. expiration date. Therefore under theses u
Fa J the yrnitte St.
� Number: _ l_V all
2. Facility N 71- fore, all application
ame: and 'rake arr
Pon- v necessary corr
Lando ]Cate
Certificate ecrrons below
4. Landoll Name (satne as on the Of Coverage Nu
ner's Mailin waste tuber:
g Address: Management Plan): AA WSJ
City: Roci Point 4571 NC Hyti �. 133 Donald 11 Hal
S'
Telephone Nu
tuber: 910- Facility'. p 675 447j St ate: NC
hysleal Ext.
Address: E-mail;
city: 1006
Rocks tonehous Rd Z'P" 28457
6. Point
County where Facili
T Fm Mana -Facility located: State; NC
ger's Name (if differe Pew
9 , F �a Manager's telephone number �nro u Landowner): ZrP• 2=
Integrator's Name (if therede area code):
10. Operator Na is not an Integrator, write "None„
11. Lessee's N Donald 11 Ha11 )'
ame (if there Mu &-Brown LLC
12. Indicate is not a Lessee, write "None'). Phone No.:
animal operation t 910-6
CurrentPemtit: type and number:
OIC #; 1`
Operations T ype
O,er�tion Tr , Swies: le -
Feeder to F Allowable wable
� Count
Wean 3>672
to Finish L
Wean to attle
Feeder Dairy Calf
Farrow to Finish D
Feeder t Dairy
Heifer ''oult
o Finish Milk CoNon Fa'Tou to can w ayi Laying Chickens Other
Farrow to F Dry co" y ng Chickens hem Feeder pullets Horses -Horses
Boar/Stud Beef Stocker Calf Turkeys Horses - Other
Gilts Beef Feeder
Other Beef Broad Cow Turkey pullet Sheep- Sheep
Other Sheep - Other
Wet
Non Laying pullet
Layers

COOPER
.14 /k,,Et s- 1 GAN
w=Y
I'M CUEPEPPER
Wr
EnyuQAJn
February 21'2019
,alit l4 xall
7 rosa
eNC Hwy 113
451 it
,,;ky P°mt' NC 28 State General Penn its,
e for Expiring General Perm
for Repe`v� of coverage Discharge available
State N°n Permits are
Application Operation era,
:,tihject. one of the Animal Waste Op Non_Discharge Gen
eration State calling'
ittee'. eration under waste oP 1 or by writing °r
Dear Perm for op of the new amoral t
IS currently appiOved
September 30, 2019. Copies
Y our facility r e Iw ter-
ivision 1 ater es l.ICDEQ-DWR
which expire on vla outl Program
at s Ide al Feeding Operations
pnim Mail 5entCe Center
1636 2.7699-16 0
Raleigh,NOrt1r Carolm91'10�.9100
Telephone number. l
ly-r 2p19•
ri *ne
r iv sio t I'll-, C W lvi,
r ue he enei e p rm , �, of YI m 1 d in _ e result in a civil a n o ld
e ttn�°v t to N _Dr must inel °ne list '
that Pell pecifred Io f NCGS 143-215.1 an
x t n to ° lic tion for s
Pl a it within the time p violation of
i
le ed and eneral perm would constitute feel
form• under a g eneral permit matter Plea$e
a licat1On coverage valid g related
of your under a or any
nest renewal coverage p00 per day application,
Failure to ieq our facility If of up to $25, the enclosed
Operation of y eats of civil Penalties General Permits,
It in assessor 'son-Discharg�l9-�0�-9100.
yes At State staff at
any questions about the Branch
1t yO1
have alFeedirrgOperations sincerely
free to contact the Anim� i--,
Groundwater Section
section Ch1ef and
Jon Risgaard°
Animal Feeding Operations
s Section
Regional Operation
rout nReg1OnalOffi of ConseervationDistrict
Fndosures Wilm SoilandW W 1101
PeCounty fi,s, ceas
cc (vt=lo enclosures)- Central Files - "tr�.-se'
AFOG Section
�artarn ai F+4 � $r �`�•� ya.
e1T3.7:n " s

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and .143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be: subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: ° Title:
Signature: Date:
Name:
Signature:
Name:
Title:
Date:
Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019Pe rmitRe newal@ncd en r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
QV iql.I
G r!G
(aC)
125,888.00
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b► the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fidlds (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewalCancdenr.gov

Pt ER SWCD COPY
Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Ponderosa 71-72
Donald Hall
4615 NC HWY 113
Rocky Point, NC 28457
910-675-0473
O1-a6-2006
This plan has been developed by:
JASON TURNER
PENDER SWCD
PO BOX 248
801 S. WALKER ST.
BURGAW, NC 28425
0-259-9123 Ext. #3
CDev)oper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
c0n—ort I�L / �-M�
Signature (owner)
Signature (manager or producer)
/— (�, 67 6
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
ec ical Specialist Signature
------- -- -----q�-�------------
360935 V'A %ZZ Ig ersion- 3.--1
Date
Date Printed: 01-06-2006 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 3,403,944 gals/year by a 3,672
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
7840
Incorporated
13464
Injected
14828
Irrigated
8522
Max. Avail. Actual PAN
PAN (lbs) * Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
8,522 8533
-11
3,408,560
-4,616
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
360935 Database Version 3.1 Date Printed: 01-06-2006 Source Page Page 1 of 1

This Plan reflect: a Narrative
23.97 acres. wettable acres Year. Producer °Verses detertninatio
A rate of 60 ' , seeds bermuda With n dOne by Mar ,
has be cut off los. Winter g� et O Keefe, NC I)SWC On Of be before it shade applied to wheat that is h
inCompliance
pmp ceach_ Year. Addition its then growth due to the crop not going ted for ay in the 12-y-OS for
this waste PraY areas need to full heading s'nng of the
Plan. g stage because it
be seeded with bsrmuda the sPr7n
g of 2006 to be
360935 ------------------------------------------
Database Version 3
Date Printed: 01-06-2006 -- -
Narrative Page Page 1 of 1

Realistic Yield estimates
chided in this plan for each field. Realistic
, available.
ry of the crops or rotations in
eld is shown,
n addition, the Leaching Index for each fi
.b1e Shownbelow provides a sumr1
So, for each crop itt th Plan.
P lanned C19ps SWIMary
Total Useable Leaching
Acres Acres Index (LI)
;-n
Field 0 89 NIA
p-1 0.89
J
6.'A 1
P-2
'7108
'7108
p-3
p-4
5.8.
5.2 NIA
8
1108
710p-5 436 4.36 NIA
8 239?23.97
PLAN TOTALS:
RYE
Crop Sequence
1.0 Tons
Soil Series verseed
O
*6.5 Tons
Small Grain
Hay
1.0 Tone
o udagrass
Hybrid Berm
pverseed
6,5 Ton
Small Grain
Hay
1.0 Toi
>ro rid Berm udagrass
Hyb
p verseed
6.5 Tc
small Grain
Hay
1.0 T
ooro udagrass
Hybrid Berm
verseed
6.5
Small Grains
Hay
1.0
sboro bnd gerudmag
Hvrass
p verseed
6.5
Grain
uidance
Teclirticaf G
Potential Leac' None
L Ion bate to soluble ent (590) should be Planned'
LOW Potential to be1ON the root zone. Nument Managem
< 2 nutrient leaching below rove the soils
bate to soluble radices that imp
otential to contri ether conservation P should be considered.
Moderate p below the root zone. 328), I-Ong_T -Ter,
leaching 590) should be plane nutrient use efficien Rotations ( t Buffers
>= 2 & nutriententM gem Sod -Based anan Fores
aria ent ( and improve
<= ] 0 Nutri capacity e nutrients, s (393) and Rip
Crops (340) to scavenge Filter Strip
bute to soluble available water holding mctices such as
High Potential to contri Examples are Cover e of -field p
nutrient leaching belOW the root zone. '118) and edg -
No_'1'ill
(391)
Date Printed 1/612006
Database version 3.1
360935
N: OTESymbol * means user entered data.
PCs Page Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
VPar 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic•
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
. PA
Nutrien[A
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Appliedf
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7108
1 P-1
87
Goldsboro
0.89
0.89
Small Grain Overseed
1.0 Tons
*10/15-3/3
*60
0
0
Irrig.
60
23.97
0.00
21.33
0.00
7108
P-1
S7
Goldsboro
0.89
0.89
Hybrid Bermudagrass Hay
*6.5 Ton
*4/1-10/15
296
0
0
Irrig.
296
118.24
0.00
105.23
0.00
7108
P-2
S7
Goldsboro
6.27
6.27
Small Grain Overseed
1.0 Tons
*10/15-3/3
*60
0
0
Irrig.
60
23.97
0.00
150.27
0.00
7108
P-2
S7
Goldsboro
6.27
6.27
Hybrid Bermudagrass Hay
6.5 Tons
*4/1-10/15
296
0
0
Irrig.
296
118.24
0.00
741.33
0.00
7108
P-3
S7
Goldsboro
6.63
6.63
Small Grain Overseed
1.0 Tons
*10/15-3/3
*60
0
0
Irrig.
60
23.97
0.00
158.90
0.00
7108
P-3
S7
Goldsboro
6.63
6.63
Hybrid Bennudagrass Hay
6.5 Tons
*4/1-10/15
296
0
0
Inig.
296
118.24
0.00
793.90
0.00
7108
P-4
S7
Goldsboro
5.82
5.82
Small Grain Overseed
1.0 Tons
*10/15-3/3
*60
0
0
Irrig.
60
23.97
0.00
139.49
0.00
7108
P-4
S7
Goldsboro
5.82
5.82
Hybrid Bermudagrass Hay
6.5 Tons
*4/1-10/15
296
0
0
Irrig.
296
118.24
0.00
688.13
0.00
7108
P-5
S7
Goldsboro
4.36
4.36
Small Grain Overseed
1.0 Tons
*10/15-3/3
*60
0
0
Irrig.
60
23.971
0.00
104.49
0.00
7108
P-5
S7
Goldsboro
4.36
4.36
Hybrid Bermudagrass Hay
6.5 Tons
*4/1-10/15
296
0
0
Irrig.
296
118.24
0.00
5.15.50
O'r
Total Applied, 1000 gallons
3,408.56
Total Produced, 1000 gallons
3,403.94
-4.62
c
Balance, 1000 gallons
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
360935 Database Version 3.1 Date Printed: 1/6/2006
WUT Page Page 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate Application Amount
(inches/hour) (inches)
7108
P-1
Goldsboro
0.50
1.0
7108
P-2
Goldsboro
0.50
1.0
7108
P-3
Goldsboro
0.50
1.0
7108
P-4
Goldsboro
0.50
1.0
7108
P-5
Goldsboro
0.50
1.0
360935 Database Version 3.1 Date Printed 1/6/2006 IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
-----------------------------------------------------------------------------------------------------------------------------------------------
360935 Database Version 3.1 Date Printed: 01-06-2006 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
71
1
2
52
1
3
30
1
4
15
1
5
30
1
6
61
1
7
91
1
8
121
1
9
137
1
10
127
1
11
112
1
12
96
* Available Storage Capacity is calculated as of the end of each month.
-------------------------------------------------------------------------------------------------------------------------------------------------------------
360935 Database Version 3.1 Date Printed: 01-06-2006 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
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 that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a_ change in the
operation, increase in the number of animals, method of application, receiving
crop type, or. available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application. -
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to.be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone. to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
---------------------------------------------------------------------------------------------------------------------------------------------------------------------
360935 Database Version 3.1 Date Printed: 1/6/2006 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil 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.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50'feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
-------------------------------------- -----------------------------------------------------------------------------------------------------------------------
360935 Database Version 3.1 Date Printed: 1/6/2006 Specification Page 2

17. A protective cover.of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular.basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years. 1
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
360935 Database Version 3.1 Date Printed: 1/6/2006 Specification Page 3

Crop Notes
The following crop note applies to field(s): P-1, P-2, P-3, P-4, P-5
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): P-1, P-2, P-3, P-4, P-5
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
------------------------------------------------------------------------------------------------------------------------------------------------------------------
759849 Database Version 3.1 Date Printed: 01-06-2006 Crop Note Page Page 1 of 1

EMERGENCY ACTION PLAN
PHONE NUMBERS _
DWQ EMERGENCY MANAGEMENT SYSTEM 171, l
S WCD t
NRCS 9 �� n
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This.plan should be posted in an accessible location for all employees at the
facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested, responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. 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.
December 18, 1996

D: Leakage from flush systems, houses, solid 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.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off ofthe property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone . - - . After hours, emergency number: 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 - -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number - - , and
local MRCS office for advice/technical assistance phone number - -
2 December 18, 1996

4: If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site damage.
a. Contractors Name:
b. Contractors Address:`; 1, `A C— 1�2 $' 145' P
c. Contractors Phone: a ►�
6: Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name:
b. Phone:
7: implement procedures as advised by D W— Q and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
December 18, 1996

Insect Control Checklist for Animal Operations
--- -- cause
Flush Gutters • Accumulation of.
Lagoons and Pits ..._ `Crusted Solids
Excessive vegetative • Decaying vegetatir
Growth
to
/ Flush system is designed and operated
sufficiently to remove accumulated solids from
�utters as designed.
emove bridging'ofaccumulated solids at
,discharge
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
Ir inches over more than 30% of surface.
�] Maintain vegetative control along banks of
/ lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watces edge on impoundment's perimeter.
Feed Spillage
0. Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
FRI
CW.
.0 - November 11, 1996, Page 1
-Reduce moisture accumulation within and
around immediate perimeter of Iced storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
to Specific Practices

BMPs to Control Insects•
Specific Practices
aourcc
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.;
O Maintain fence rows and filter strips around
animal holding arelis to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed). - -
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer, 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
17 Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh,.NC, 27695-7613.
FARMOWNER
DATE
`TECHNICAL SPECIALISTS
DATE
A 1 nvrmher It. 1996. Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Speci
ld • Swine production egetative or wooded buffers;
ecommended best management practices;
Iood judgment and common sense
collection nits
manure -covered
• Partial microbial decomposition
Ventilation exhaust fans • Vola
Dust
Indoor surfaces
.
gases;
ury moors
lonea floors;
aterers located over slotted floors;
�V
ceders at high end of solid floors;
crape manure buildup from floors;
OAnderfloor ventilation for drying
�.zyuvuL uiUJiura removal oy ilUSn, pit recharge,
scrape;
7derfloor ventilation
maintenance;
eient air movement
nctween groups or animals;
41 Feed additives;
O .Feeder covers;
O , Feed delivery downspout extenders to feeder
Flush tanks
. Agitation of recycled lagoon
ush tank covers;
liquid while tanks are filling
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
. Agitation of recycled lagoon
liquid
O_ . Extend recharge lines to near bottom of pits
qn !Q
while pits are filling
with anti -siphon vents
9 J
Lift stations
• Agitation during sump tank
filling
O Sump tank covers
C) /Q
and drawdown
Outside drain collection
• Agitation during wastewater
O ''Box covers Ln
/4
or junction boxes
conveyance
/ November 11, 1996, Page 3

Source _
End of drainpipes at
lagoon
Cause
• Agitation during wastewater
conveyance
to Minimize Odor
Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces • Volatile gas emissions; oper lagoon liquid capacity;
• Biological mixing; orrect lagoon startup procedures;
• Agitation,,,,o y1nimurn surface area -to -volume ratio;
Minimuagitation when.pumping;
0 m Mechanical aeration;
O coven biological additives
Irrigation sprinkler • High pressure agitation; igate on dry days with little or no wind;
nozzles : Wind drift inimum recommended operating pressure;
Pump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface . Mixing while filling; O Tank covers;^
• Agitation when emptying p Basin surface mats of solids; r l /4
O Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid /Q
• Mixing while filling; level; '
• Agitation when emptying Cl Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading; O Soil injection of slurry/sludges; 4 M
spreader outlets a Volatile gas emissions Q Wash residual manure from spreader after use; / 1 �Q
O Proven biological additives or oxidants
Uncovered manure, 0 Volatile gas emissions while Cl Soil injection of slurry/sludges
slurry or sludge on field drying D Soil incorporation within 48 hrs.; l Q
surfaces
O Spread in thin uniform layers for rapid drying;
"CI Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits; - -! Lq
Pits 0 Proper location/construclion of disposal pits /'[
Incinerators • Incomplete combustion I7 Secondary stack bumers lQ
Practices
JC - November 11, 19$0, Page 4

water
facilities Microbial decomposition of
organic matter
to
Grade and landscape such that water drains
away from facilities
Manure tracked onto . Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information :
Swine Manure Management ; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
FARMOWNER
TECHNICAL SPECIALISTS
- -November 11, 1996, Page 5
3—al —%? ,-
DATE
3-9-10
DATE
Available From:
NUNU, county Extension Center
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU-BAE
NCSU - BAE
NCSU - Swine Extension
NC'Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative -Extension

version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
117-71 Ai
17 Rendering at a rendering plant licensed under G.S. 106-168.7.
® Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by 'the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a ❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opiniontof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must bea.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of Technical Specialist
_� -,20 - / q
Date
Date

UNITED STATES SOIL FEDERAL BUILDING, RM. 116
DEPARTMENT OF CONSERVATION 134 NORTH JOHN STREET
AGRICULTURE SERVICE GOLDSBORO, NC 27530
_TELEPHONE: 919 - 734-0961
----------------------------------------------------------------------
SUBJECT: ENG-Class V Waste Treatment Lagoon DATE: Sept. 22, 1994
TO: Jeff Raifsnider, DC FILE CODE: 210
Pender County
The subject waste treatment lagoon design is approved subject to the
following conditions:
1. The lagoon bottom has been raised 0.9 feet and some
sludge storage has been included. The cut/fill ratio
changes from 1.3:1 to 1.2:1. Ken Cook needs to sign the
designed by block in the new lotus printout of the
modified design. Also on the summary sheet.
2. You need to approve the Waste Utilization Plan and sign
the prepared by and Technical Specialist blocks in the
plan. This office has not reviewed this plan.
Please let me know if I can be of any further assistance.
Dean K. Bing am
Civil Engineer
cc: Elton Turnage
Ken Cook

.1L.e':':;3. _o:i: 1O��1�A! _l HALL County:
L'4:NDEL;
Distance to nearest residence (other
than owner);
1. AVERAGE LIVE WEIGHT ITT, T T { f
tf f 1t
;`i-'J `T.>_. LIVE .- �!a d.;r i : t (ALW)
3672 head (finishing only)
x
1=5
lb .
0 sows (farrow to wean)
x
433
11:s .
Describe other :
/, r
2000.0 fe
0 lb`,
- 0 1 '_::=
0 1 i7
1 0
Total Average Live Weight = 495720 lb
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume =
495720 , s . ALW x Treatment Vo lume
(CF) i 1 b . ALW
Treatment
Volume(M/_� ALW =
1 1 , L�, i
r n-
4.-Fi ��_�� . ALW
Volume =
495720 cubic s`
. STORAGE VOLUME
FOR SLUDGE A` CUMULAT I ON
Volume - 267860.0
cubic feet
4. TOTAL DESIGNED
VOLTMk,.
inside top
length (feet) ---------------------
350.0
inside top
width (feet) ----------------------
360.0
Top of dike
elevation l..ion (leer)-----------------
52.4
Bottom of
lagoon elevation (feet=)------------
41.4.
Freeboard
(feet)-------------------- ----
1.0
Side .slopes
(inside lagoon) ------------------
i
1I
_ e
Total design
volume using p ismoidal formula
SS / NT I
S I4 L` S v f LE tiS S ID LL LENGTH
WIDTH DEPTH
S
_.a
3.0 3.0 3.0 344.0
354.0 10.0
AREA OF TOP
LENGTH * WIDTH =
AREA
354,0 121776 ( AREA OF TOP)
tiREFi OF BOTTOM
LENGTH * WIDTH
284.0 294,0 82496 UREA OF BOTTOM)
AREA OF
MIDSECTION
LENGTH
WIDTH * 4
314.0
324.0
406944
(.AREA
OF MTDSECT_ON * 4 )
CT]. FT. :
= [AREA TOP
_i WLREA MID aE`T
i (ley)
- RE BOTTOM!
-
T1Lr. t,�lH 6
121776.0
_ L F Q �k. !_ ' 0
406944.0
83496.0
149fy.1
• 7

i
_iTEMPORARY STORAGE_=r'.f)i_iT.F;_,L)
DRATI'Q_I'A'E
Length ", ly _
Buildings (roof and lot water)
0.0 sq _ve feet De_ .ry
' 1 } cthis area.
TOTAL, A 126,000.0
' 1i
Desil_gn temporary st'--orage. period to he 1-80 days.
Feces _ urine product -Jon 1.71 -._i L . i ,'Iay peT - 3 5 t b . ALW 1 7
V lLlmie = 917' 0 lIbs. A.LWi135 lbs. Ai W 1.37 . a1_; •^aay 1P_,0
Volume = cIOE,51.5 gals . or 1.21058 . e2. cubic feet
This is, he c.11i:)7 :ii+. Q." fresh wa- t-'el: 'j.sedl for wash.irig i Y Oi= _'.. CI.
t:1I'eS[1 E^(at.f'-T used for t_. 1iu511 E; V_'j1t='i)Z.�1i'
�ir. tiUtii��?
i_-i1 L}i Ci Es(_-y(j �''
7y
Vo 1.i7:ie = 0.0 "al l'on a.=a Yr ISO days .ins
rti r
Volume = 0 . C) aubia feet -
Ti' Pe,­Lod
;j _ is lfi? eri_ -po —_, 1,�T; �7T -F: 0 li'
�� -_ _LQl1 _ L 1.?i _ jtii__;.i Cc1nf 1_ e:". l _ t_ �':V;=.t I _' _1_ 11 _cii;�- amL unl_
.LBO eilca s excess, yairtfe.11 77 _ 7 %i n�_h-s

5 i7. i%(= 7-oj:'i? i_�n t;� i7i ? y`F, _:�" - i?O:li' �
1l- tom: T
�G iilc",_•--ti � ,_.� i _oo'f i-?A
Vo:i .-un=: = 78750.0 c:u]bI, c. feet
5A
121-056
cub I,c.
51=i.
0
cubic
feeiv
5D.
7 70
� _1bj c
f-�,
T0TE1_ 27 308 cubic feet
6 , SUTA �rRY
e
-� - io
Teriloor.a y �.L-(„ age �e,,`l'o(q=__________________-. c,--yS
train a 11 in excess ces _ f 7.0 Inches
es
25 VPcl_r ?O_in
ii-15=: ic=
�.
`1Clr tilt ti===__________________________=====j 3.0 1
T_,_sid.e top :"O _ 0 Fee}
��i?�•iL�'c tC>p CtiTi ali7_________________________====1 Q60. 0feet
Tcp (z,f (ail<` 1- et
Boo-Ctri-t of fe&.t
-U. f?_-.
Actual design t ai't_lrne______________________}___ 7020_;6C eu f;_
Seas---n,?.i high �Yc �.�1'l.c.l�� � el va-Li')n (Sii T- /== 48.4 Y'`et
3-1--OY_) pumping ____---- 49 - O ee
1'_liti L. be. or L-O t..A.` IlNFI r'lL-.y .----__--_..-_> 48. 4 Le'L:t
Requii.'e( minim -um Lreatmen 'vo? t,me-==== ======= , 74-'3580 cu. ft,
Vol -Lime. at 1%t1Pl -Ln E'�P_.�rciL1U1?====_______=_;' 7�4 7 1 c. fl.
Start p tLmpin e_ a . _
Must b-- at bottom Of fit L- %i'=��?I7fci��
Ac.t aal 'o t.n less, 25 11_ . 24 hr. 9 4 11 6- 10 cu. f L..
VOiLiPle clt tita1""L purnping e1evat-L( n==.======== 939706 ou i
Required V`?ltlnie tz-o be pt1R1_>?tj=====_--_____ _= 194558
AC.LLI?i VOA"L}?;le Liel?1?r:d to be pI1Rlpt?(1=====-__-==,`� 1-9523-ft.
Min. rl?�(_lSr]e ._ of 7C1_i ? liner when = r nL: ; �Ci= _;' 1. 0 i r=r
? . E I rI L� Y : K�i� C- Uwk, v 4'r RC7VET` r;' .
DATE: 9/1,64 U TE .
NOTSEE FTTFI.'.H,=.r. Trt+TadTE -'-T)TS.71_I7:aTT;_0• PTAN
l MN17 LV 1 c"
_S e

HEjET L OF
)L' -A fl AN
o^ - - _ �.. � -1- ! -1- -' t rim-• s g e _:�r n s g,- o -L ,� T� -� ' iia?- perllian 'tom _ 1. ? .'_7 _i.
l._ �4 �•1� 1�. 4a �..1:,C_-� _ �r ;�. , �..- - - - -�t _?"t ', F_, r. ` _ � c
days of tei;.porary storage Tii'_ t?mte recfuI _tee d 1_"Dr the planned
Maid _Level (pe'=P-anen+-_ anc-I temporary s o r.-Ige to be r- ea (_=.a m.ay Val-y
due L S= e .0 7iitilLlaii�` , weather, flushing Ok er ct i.-_L Z:, , -and tlfie ciliaun
o= LL-e h igater added to the, system.
"-ile designed ten O amary storage consists ai 180 days ti :•orage for
1 ) waste from animals an (2 ) et',C:res 1 ai n- d1 i after evaporation. Also
�I"Sc.liYded is storage B I or the -5 year ` '14 hour storm for the lac=,:_:t .C?n.
'} l-, e , .�st--e ene tte r given �7ar f SlimalS will I,�e
The va��Im�. of 5tir`a._ _ �_£,�.rz�•_•u from �� tic.--- li�,ml c=� a----,�-.
f airIv constan-` i=1'rC7Ztshou-_ the year and from year to yE'ar, but excel
rainfall ill vary fror,-, year tc, ye-li;. `i_`he 25 vexar rail.fall ill' n <_
Lie^ _. factor to Gallti�i_•Z'i1 �i-an annual PZJ)ip11:,g C C1._ 'ttc. , S_- this
Yr4-�1��r?a m—'t'st- alp, ays be-ava-Li ble.
A maximum elevation is determined in ealch
gn to begin
D,1 Jl 1, �• Tali J usually the outlet iriv •ty7 p pe( from
3T1 _ is _al;u _ _ =Z.u_ Z} �. i '=:Y f i r dill
building ( s 3 . If th,.e outlet pipe is „at 3in'st.a1 1 ed at - -Le e=evation to
begin pumping, u e_m,arl�:rit mar _ m',Ust 'be 1_r, .._ _ _ at t_ _ -1F =1aI;.
I`'"' 1 �- pumping �r-;,l i__ should i be-in.�, F� �V��1 on .. +. - _ ti �
to 11i- cica e when .-L It-,s _ A�� oul i1 _ 1. ri?l_. 1)e eS-.a�?11 '7t:r_
to Stop pZLTtp1iS, `=a ICla1i?t-a Lii i_a7aaii1 f ,?_ mall+ d=_1h
� i
Pumping can t e stc-t-rZ.eCt or stopped atrL a -v t_me 1 eUT,• eels these two
e-Le:`v'ation fay^ - per a ing, Ca11V nie,.-1 _ e a - s i- e C p -_ r "', -
i .� ? ti �) % e_; l ( t Orid1 t-1Clll y U;_ rI 1 _ 1•"•l.. a_�
weather, j l-, 'lit •-� i� r .j .a er fapply' c �-' e ' 7 o
_ soils, crop, r = c.I'i equip
me 17t i1 G1'ti.�.i tC. 4Td- W1"C-_7•:_UI-
I' I_I0 f or 1.ea.ching .
T �. l �-�-1 C, G. �-r �� recognizedCi �i Ct 1 at't=F��Ji�CI Ll1 E=%
.aD'1-'--ica.. _ on. r �7a to water i I -
'?r'}.�i }i� L j c� ..c a1 . I�TPtt' t)Clc a4 -,I � l CtT� ,.-vlliQe �t71id
center ] pivot, 01}7 c.l7u traveling ., g11Ii i1.-r J at1 _-n . Care, should be
T r-
t ' e - l o- waste prevent l , e i- .
.d)Se�Tl vT'72_7 a}�� � y 1it5 I~. �aS _t? t-O Ci��Ptia�`• _ O +�'.Y`C:)�%
_ f 011c.W.Zi1g items S are O be carried ^1_}t I
It 1- `+--oPy.�--Iy r,�Cc�_a',II1e:nde1. tlta, the l-reati??ent lagoon i�L_ pre-
i J _
. hr e.d to 1 ,%2) it �. c_ Lty _t� pre �T,=n P:-cess j Ve nears, during
start-um+Pre-charging reduces the _ I.G:_•I_t.l .l�-_ _ - =_L _
i,•T�-'ti c: L1-lru -`_ to _ _ r.r t_�i� -7 T 1.� ���,' 4 ,al , t-r ?)
t._ Lering ._1_ `zgc ._•lI _ `.r._ :ti t!`Ic _ng odors a1i° is iy , a
} pLr 1'•'='Tl _t- �i ! nl P,S C.'I iC'_I =l'�e. i��.•.-,-1'7" 1:� _ i„�.i--
t. l i _-h _ i �~ 1 -`e-T _ - 4. a l 1 = 1 J 1 __ `-1 ul. S -i = - _
_l y _: id -sh Wa-Pr- should no'
mih .ui,aillaGEb7 i_-[i' }G�J_1 �1yU_a
fi_e used far flush.1Sg a-fter 1Tt=et 11-ing. �. :t.' c=h.., •ra<`t_ _i_�_ t._aI? P_a._ __ __1 ?=:e _71_owd. ! _i
J i an r cecoii?it?ends 3,=iii?_il ing ,and tc3� t ing of `writ:? (,see ._`t= c_hinent
bei'ore land cipp•11c_act-1on.
i- - di, =g= tcemporary_.jragpZ�,'W. Z1_;.-Rval
i��}C:S`iie:`, 1--he Ct ti. y. ��'I. 50. ! as Ijia.r!��_�d � v per !ianen marker Stop P13n )_
o when tile, f1Z7.�d taVt?� ra;�C`.sZ� B1?v:=:-1i_7it �3 {) !�i1'c, 4=
storage, less 25 yr- 24. hr storm, con-,t ins 194558 cubic feet or
145:295 gallons.

< 1f_e y ;r iv?mam,e?'lt P,d maximum e 11Cu-Ii - t.- apL11]7 JPt _I.�_1u=_Z __LCIi iti
i 1 1 i .h anc! thl r _ i?�`en ei=E ;- i1,1 i app i. )_-i t ; n
e71-it=; _ , 1.0 ci e '�; `e_ ., � _ it1�= �i 'Lt�l? _C`� _ .�C L c•� � 5 v . .
-�_r it � t�_�icti• =4
waste l�1l plan ¢�?LiT}�fde1i_ :=Z J tw rLr. ieti Keep vet`etC: do on the Cam'.-i ��li= �.1'=.1"i7F'l�i- and GirCL.s Cid-a. .P_n— to the
_1_ggcon I?tOiN :d and"itt,_.11_IY . Ve eta --can Si7C:ulcl be _c1'=111�,_d �,s me ed
f_t . Repair any eroded a :-e 3 , by --nd
es i-abi L h 1n vegetcc t _4I_on .
7. All surface runoff 1- t--O Ibe diverted from Che to st�i>]_e
1. -1 .L
eJ "IL-1 e t_ tie C
�� T� - __ r - - vegetated �.. • <�%' buffer Y� a f' n
_, . Keep _. min MI:.!?l 0-6 11 feet. o -gr-s ve e ate: u fe__ ro:_,, d
waste ut l-i zat-1on f-J elds adjacent to 17e.reiiniic,.l streartts Waste i•T11 not be app, led Jr., open ditches. DO not Pump within 201; feet of a
f�sid- nC`.`� or wil-1=1n 100 feet of �E well. Wa-stl .`_'hall be C:pp-I I.•i 1iS _a
?=n7Pinot t�� 1eaC;I CtiicTProperty and. pltl1C _1"; I- nfi-Te
Vim;,
rn•_ Clean i `--,, Act [ 14 7 plr_-)hibits i:.1-'_= `�= ;c=1-±,y_Y•�- ,}L
pol l �lt�i._t 2=.ti into Write- ti o LLi2f Uni t.ed States. The _)epzr tMent- of
Env
m� 1i, -ixr 7�t..�i _.�? -cr y.�,r - 'rl ; "r or
iroiim.-nts Vie,_. _ . _. "'-`t '3 -._ . e—,..Ot:_ s,s _ :�1L::.
i?,e'nit-e_ Hallage;?ten'-r i1as the responsil bi orc

.?PE I.i.Ir'v_-r�,ir={-yN,v FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area - L the lagoon embankment - building n shall
--_ - - - %��- I•:. _ -" -, he
cleared C_'f trees,
-- _ logs, stumps, roX��v5 brTyCit 1-•o'-. CI`r J'=`d and i�ti;.-bi`=
h.
.w 1 e made _� debris. m1 _ � -1l
Satisfactory a`i � t't -� ,� � � i 1 .� 1 - i= r} L}'.�. C_'i l � �...i f=y.
ti'.-�'� lagoon c1nd pad area should be stripped and stockpiled for _ ;_L:=,e on
the dike and mad areas. Riles stripping, the foundation area of the
lagoon ._F1�}.=il7j;-illen and 1_:L;..-`,._t building pad slab fit thoroughly loosened pri^'
-`o`placing the first lift t. offill material to `et a good bond.
EXCAVATION
r7- r,mar;FIr PLACEMENT;
T- -;� .T T,
L-,n.t_,A�TATIt=�?`� �!Tv�, F.T�r i.ar .±.�L � ±�A C.::.,�;;�`yi .-----------------------------------
The compisted excavation _;ate:. _ _e1-t'_-1I shall =(.tI-1_Jrm to the _,7eS ,
grades, and elevations shown tcn. the plans. L`,_1 thi i11 material shall
be free detrimental . ,� 1_ amounts of sod, roots, frozen soil, stones over
6 inches idiameter, and other objectionable material. T4 the extent
they are suitable, excavated materials can be 'ii✓ed as _ill. The fill
_ _ l be brought ;-;i in approximately horizontal layers _ .t to exceed _
.iI2Cf,es in thickness 1x'i7en loose and prior to _QmpdZ:t-!on. Each layer
Will be compacted by complete coverage i h the hauling ai'_lt spreading
equipment or standard tamping roller or other equivalent method. C✓irr',-;._yion will be .o±`]derJ adequate when till mat.i-'_al is observed
to consolidate to -i_.'Ie point thZ._` settlement is not
i ydetectible,
TOmzTHE CPECITL REQUIREMENTS FOR PLACEMENT OF LT3GKS IN THE
LINER
T THIS
S T 1 T rl L 1-_ l
:Jt�TIC)T�T OF ��-I�.S tiFEc=,Fl�,�1TIt�Tv. ilze enlf:'.-�I�=�zmFl�t o� t_1��� lagoon _;l-,all be
installed i_tiillg the PtJi"a_ 1r,pertiipl1s materials iS:oI`:t the required
i ill heights 1 shall ' ;} 7 e 10 percent for
Construction O ai�•irjli�-,5'i_.Ylf_tCa.� -�•_ L _•�'t_.'Il�� i�_%l`
settlement. Dikes over 15 feet in height and with an _z__drl - -
=p,acity of 10 acre-feet or more fall under the t?'ri dic on Or the NC
.L:C=11l Safety Law. The height is defined as the difference -- elevation
from the constructed height to the tit}Wllr,-F.Ieam toe of the dike'
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER:
TT-r+''� niTTr TTw.T r '^ m -S��• rT - r .C1
I -si T,, i; 3 REQUIRED HIC �L.S C L L a
.vim, .. sn;, sI_•;1�._ a ,a_,'ITI- _. _. _�',1'�?�,_ti ._r_-aI__ �•.-• _ •" ' - -
-------------------------------------------------
NOTE: LINERS
ITERS (PARTIAL OR FULL,,) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION i"PCNT SO INDICATE OR WHEN AREAS AS DESCRIBED BELOW ARE
T-
ENCOUNTERED DURING CONSTRUCTION. r TYPIC:L CROSS
O _ SECTION
OF THE LINER
IS INCLUDED IN _15 DESIGN �I'•� V WHEN LINERS AREQUIRED %�: SOILS REPORT.
t ii ..�
.tom _ _1 L• V .L1 =t+ �.�. i�,•,l i 1a�=
When areas of unsuitable material are encountered, they will be `J-y_
exCava_ed below finish grade the specified depth as measured
t'-red
perpendicular to the finish grade. The foundation shall ?-••_- backfil l a
as specified to grade with _ -CS approved material i } _ CL _C !`H
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FO SPECIAL
CONSIDERATIONS.

i -L 1 _ h,-_ 1, i � i:nie
t?1_I2.liili.lF.l %�. Lc?�'^ - 3,a j l 7b - f - t n?:'r - - - -`'
co_t•].1t wllio IF, - -e late s 1. t_)thatL. ,_, c; .._�T.Y 'E�:'. � _L?- --'- '= y�'~a--
tt-Ie 17a'.i'1 - y. y('� 7a 1., �Z� -� y^moo �- � - c -.i` �. c�
-.t` _l _ m F, _1 W1Lii-- does no t-_'._t._ 1 ,e ms,.-_ _ s,= �_;__,
�,li'_ be =,dam E_'' rr : 1_, T as ti as.^y - -,. ITICO t
_1 _L In, e, rTh- - ient of eti_.
ma
shial not ;tom less than i,j.:)�_1m .m w.:_i _e?""?li �i_n"'
The -,rua iLl!!i ;._H?' C ii`� -1-_� - ir11 _E 1 !! Ca i __too
_ _
=i•q• et 1(`iP12'•_ �..ist-, __ ha1J_i.a..,.`
T_1CJi7 of tll= 1iI7e-_r L17oi li( y:lct_;F]?1F=_i2` '_ t3 ?t�i 17 lift �:1zC[
r r` ` - - (� z - , I - - L ,`� J?l = ` nl'�r- T C rrs,,i �' b �� .�_ ceDmu;act-.ra "Ic.O a'. 1ea�_ .r pe _;e.-it.O_ -t:h _.� 1_�1 R I,_.; �-t
Wel�;ht Oi the line mattar-1-a.111, LVt71-en smooth th hal-( ; i_ 7f=
31-1._ it be scarified ,_aI _t_i O-3 - h-D-•- � x __„ e _ e -
-,-re L: i - z_,I = _- v IC-
'i-
.1..
�'E2e s..7 llri1Q5. 1r'I? ri'!1_^L-an --F'''C'_ ,:_�,! fE'•C`.t t-' _ -,v,-
1 a_•111t.Y of t1cy �17c:�t leTthan t..Z.e type clay S?Q f(:,,•1tzi_l_
} 1.ner , 1. E. the ef t i (_`-ier _l_ t•Onti +,-r (_tti c� n Ly., e-S � iI7L '!f the oo.mip to ' t
Gc.. � � 1� c,.i l.. L� 1�_7 1
The J �%Eyli i:.`�7 `.` _ .c c. ,u-, -i ,�,,; cr r-s j ?i-it' the �o —ut i ,� __ ` q ^ J i. i a,,-,
-1..s12epc.7 r;?yJ'� �.,=,1_i� i�i y}i-ii 1� `1� i�, - ,}l ��r-^r•--�-
i-n 12 1 _ e L7._ . r _.t 1I7 e 'ai, _ ' e, i __ _. .Its: �Z12•_a
.CIFIp =v 1(=:12 process•=1' ill[=`s s«V ti.c)1it _aurtr•.tng o'! F.i`e,, iQ'_,.
7.'13, 11F°1 ._c the C:r efcl al,_ilE'. i::ype 01 coiiipact1!JI2 eqi11_t=r!'iit=,7i=_.
`,'?2G- SC>ll _117er shall be plE_ _ C- �_ _. ^V: the discharge of wast(�--,_ _ _
p e'er ?' 1 iE�li2 .«i,'il'= i:i-, t ;,--,po -F ;7j Wit. -- �� �{y i .:J. -L-: f EJ: 1Y 17i`� �..3J.i �� done �:�' le - Eli _ 2: gy _ 1� y �.,;_ i 3
or using flex.iblleoutlets G12 'tk,-iE_
Alto-rnc-_i-ves to so-J.' �? .. ner are synthetic 11IZE=.1"S �i7�i ben}c.n.1t_e deco
When these are specified, --ddi t-_i On .1 construction, specif1Cat-101'1;_ r(_-s
included with this Construct' -on Spec ifii_-cition.
CUTOFF TIRENCII-i:
---------------
A cu+Cof 4=r e12c:h -hall be constructed under the e. J �- ^ nt d � 1 u?-�
12 'iil !aI71.1•�I.. -18t �v�.Z�._,
! ' -T [? I-i - typical 1 cross ti' S ti ,--' -E ' tl 7 y , -'-1 - i l 'L� i �'::�. ' r -`- r ; -- 7 [-
.Zw�.n _. t. pica_ i __ he i--._1 i'_7`. - --- - •del--•_1_ _ _
CL -c-Of i__encl ~hall be det-ermined by o I:;e-_' vati on of the t' :undatlt:;n
t11_C _'posed Gmbc=21�nF'_ afl o -h(�_r ?pare o s -i,_ioted _Sreas tia1 1. seeded
L.0 -L-.he -olaTined i-- rpc_ of veaetation aS "r_rr_n, c:iti. po., si ie L-er coos-_.i-uf_:-
t-inn ac,coir' t-G'Lli e S e. e d i I c,`.p t i,- ' i .,- - 'l c J 1 �h,--:u1id ��� ;=:1 = ,7
on areas of the an_ _-, p?:? -to be S-.E ded. ,emL`(,^ra•ry s e e d i n.g, or tit'•=ta�l7
,=12,_1- l be a (_;i y- the rt'(':C1C24!Zlei7deci Per.roa-ent, , R+-a4-- 1 � = 1 _ � - _, is
dates i`! sseedin.' �=�}^nial2ent Vc'_;?i_'1ti=''s_ ti�-LElC1i_Lx i=- �-� _a�ll3 E2".�1 •=ss
as possible C ,7tring the ne-. . E. f= er od of ?Y_:p]`i_i'yed eeCa nl .— _!i?t` s .
AEMi_)VAL OF L%USTIN 7"TLE DRhIN��'
--------------------------------
SAi_.__.1-1 _-,it_, _r,a_1ZS are _ �•1 __lit;-- - t_it �-i__F: t•�?111 __ ._.,l_-`r'�_,t_.. [_�
of 10 feet beZ'ond l: t� r!ii l-,_ _Ld. f_ ,e .7_ or 7_i.k_F . I -in ' is
��..encch -..shall be backfilled and coil p nc—"Dd, `:a1 _-h ;gIJ`;dl Pl,-+_E Y^1, 1 -Sucll as)

SCS-E4G-53E
A... 5-m
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
enu "�Awccrir^ar1nlV Tr) na770 AIPUr c► [FTARti ITY nF PRQPOSED POND SITE
•
CI:LOPLAND—
WOODLAND —ACRES TOTAL_ ACRES sig
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (ApPro- w�.ld V --feet);:
■
■■■■■
e■■■■■■M■MI0■■■EMOems■■■�■■■■■■■■■�■■■■�■�■■■I
■■■■■■■■■■■■■■■■■n
■■M■■■EE■■
■
■■■■■■■■
■E■�■■■■■■■
■
■■■■■■■■
■■
■■■m■w■■■�s■■
■
■■■
■■e■■■■■■■■■
■■
■■■
e■■■
■■■■■■■■oe■■o■■■■■■■ni■■
■■e■■■■■■
a■�■■
■e■■■
.
BORING... PROFILE .. l red line.
.©f©Ill©I�ill7%11mi�©��ll®IE�Im�iiC�lF7f®I�l�
�®`®f�i�:�l�l■I
■':e;el■1■�■i■!■1�1■C■lel■i■I■
flow
■'NE■I
■'■:■I■=
'01■1'■;■!■1■I■I■
■ice!■'■■
■}■
■'■�■f■I■'■le'■I■I■■1■`■1■1■
����■■
e��■
■■�■ei■
■�■�■gel■
■�■
■i■E■
BORINGS
V.nz

TYPES OF MATERIAL ENCOUNTERED IN i30RINGS
(Use one of systems below). '
UNIFIED. CLASSIFICATION
GW -Well graded gravels; gravel, sand mix
GP - Poorly graded gravels
GM - Silty gravels: gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW -Well graded sands; sand -gravel mix
SP - Poorly graded sands
SM -Silty sand
SC -Clayey sands; sand -clay mixtures
ML - Silts; silty, v. fine sands; sandy or clayey silt
CL -Clays of low to medium plasticity
CH -Inorganic clays of high plasticity
MH -Elastic silts
OL -Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
USDA CLASSIFICATION
g - gravel
s - sand
vfs - very fine sand
sl - sandy loam '
fsl -fine sandy ' loam
I - loam
gl- gravelly loam
si - silt
sit -silt loam
cl -clay loam
sicl-silty clay loam
scl-sandy clay loam
sic -silty clay
c -clay
1. Suitable material for embanianent is available Yea (_7 No (Indicate where lows a on ih. skwfth on
REM KS. 7, � VeSigh �12� �•7q��
S P Or S � uJ �tram. C-- a j
-f'+ l r wt - C7 i`' � „� �'5I I Cl� M`ek d � � `� /1 /I n e t- (f r f/" � Gt (� G�f a �Ar.
- )1 S a k I d .�( /f" �t�I• t{ k` e '
0 � % -'P 4% / h T � /�C �-��t "i � f�'`r Q f /. f Vic, S -+ tit°•` -e R $ � � S �. �L% t -I
'T t", �' Pt z t" s P �^ p U Jr c r' !
jt c-C W 6c_
2. Explain hazards requiring special attention is design rseevao., sprrow.,rer.F e*_)�Y
ems'
GENERAL REMARKS: FFEE ��••r�. ."",,`�%
28 l 29 1 30 1131 1j 3211 33 1134
391j 40 11 41 f 1 4211 43 11 44 11 45 1146 1147

AD-1026 (06-07-91) UNITED STATES DEPARTMENT OF AGRICULTURE Form Approved - OMB No. 0560-0004
HIGHLY ERC_ .BLE LAND.CONtERVATION (HIL ;) AND WETLAND
CONSERVATION (WC) CERTIFICATION
1. Name of Producer 2. Identification Number 3. Crop Year
4. Do the attached AD-1026A(s) list all your farming interests by county, and show current
SCS determinations? If "No", contact your County. ASCS.Offce before completing this form.
5. Are you now applying for, or do you have a FmHA insured or guaranteed' loan?
=6youDhave a crop insurance contract issued or reinsured by the Federal Cropance Corporation? - 17. Are you a landlord on any farm listed on AD-1026A that will not be in compliance with
HELC and WC provisions?
S. Has a HELC exemption been approved on any farms listed on AD-1026A because. the
land] d fu 1
YES NO
,
Ior re ses to comp y. -. - -- -
-- - -- ---- —
9. List here or attach a list of affiliated. persons -with. farming interests... See reverse for an
explanation. Enter "None", if applicable. rtiJ E ,y,
If items 7 or 8 are answered "YES", circle the applicable farm "number on AD- 1026A. --- - _
During either the crop year entered in item 3 above, qir the term of a requested USDA'loan:
10. Will you plant or produce an agricultural commodity on land for which a highly erodible
land determination has not been made?
11. Will you plant or produce anagricultural comtnodify on any land that is or was a wet area
on which planting was made possible by draining. dredging, filling, or leveling or any other
means after December 23, 1985?
12. Will you, or have you since November 28, 1990, made possible the planting. of any crop
pasture, agricultural commodity, or other such crop by: (a) converting any. wet areas by
draining, dredging, filling, leveling, or any other means, or, (b) improving, modifying, or
maintaining, an existing drainage system?
13. Will you convert any wet areas for fish production, trees, vineyards, shrubs, building
cottnstruction,.or other non-agricultural use?
YES NO
If answers to items "YES" for any one of these items, sign and date in item 14.below. Circle the applicable tract
number on AD-1026A, or list tract number in item 12 on AD-1026A. ASCS will refer this AD-1026
10, 11, 12, or 13 are: to SCS for a determination. DO NOT sign in item 16 until SCS determination is complete.
"NO" for all of these items or SCS determinations are complete, complete item 16.."
1 hereby certify that the above information, and the information on attached AD4026A's, is true and correct to the best of my
14. Signature of knowledge and belief.
Producer'%rl D e/!`��-53
15. Referral To SCS Enter a if a SCS determination is needed because Date Referred Signature of,ASCS Representative
(Completed by ASCS) "Yes" is answered in item 10, 11, 12, or 13.
NOTE: " Before signing in item 16,.Read. AD-1026 Appendix.
thereby certify that the above information,; and the information on attached AD-1026A-'s, is true• and correct to the'best of my
knowledge and belief. It is my responsibility to file anew AD-1026 in the event there are any changes in my farming..
operation(s).• In signing this form, falso certify that / have received and will comply with the "compliance requirements on
AD-1026 Appendix.
16. Signature of
Producer
1.7. Remarks:
SCS COPY

Via. SCS-C 026
ooil Conservation Service (June 91)
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
1. Name and Address of Person 2. Date of Request
3. County.
4. Name of USDA Agency or Person Requesting Determination �!k�rrn)w
Tract No.O y 1
SFCTInN I . HIGHLY ERMIRLE LAND
6. Is soil survey now available for making a highly erodible land determination? Yes ❑ No ❑
FIELD NO.(s)
TOTAL ACRES
7. Are there highly erodible soil map units on this farm? Yes ❑ No ❑
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
10. This Hiohly Erodible Land determination was completed in the: Office ❑ Field ❑
SECTInN 11 - WETLAND
FIELD NO.(s)
TOTAL ACRES
11. Are there hydric soils on this farm? Yes ❑ No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23, 1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
20. Good Faith Wetlands (GFW+year): Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
{
by SCS. _
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and if
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
27. The wetland determination was completed in the office = field . .,t,and was delivered❑ mailed❑ to the person on
28. RemarksF�� /5✓`� � V , �J � , Cc �, �G / /u / y /�/ %�� % �
29. I certifi, that the above determination is correct and adequate for use in determining 30. SignaUIe of SCS Dist(ict Conservationist 131. Date
eligibility for USDA program benefits, and that wetland hydrology, hydric soils, and I I f
hydrophytic vegetation under normal circumstances exist on all areas outlined as
Wetlands. Farmed Wetlands and Farmed Wetlands Pasture.
Assistance and programs of the Soil Conservation Service available without regard to race, religion, color, sex, ag or handicap.
a- .. - ASGS Copy
y�L

•U.- 3. Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
NC-ENG-34
September 1980
File Code: 210
Landowner oor'%0-1 C5rLl-r-p) �A,k1 County F,-f,de-,f—
Community or Group No. Conservation Plan No.
Estimated Depth of Water to To of Dam 6-,L:
p p --„ Ft. Length of Flood. Pool `s Ft.
Date of Field Hazard Investigation Qv . Z r��t
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Reach: Length: Width: Slope:
Ft. Ft.
1 .
2 .
3 .
: Est.. El.ev. :Est. Elevation
Kind of :Improvements.: of Breach
Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood Pl.ain
Ft. Ft.
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach rz L. e� kfe- &,, , e, It AX,�'62�
Or
�rcnt U c erg - k fs Zpt, 6vvlysg.,64 a,.,c- . ('fal
Hazard Classification of Dam (®, b, c) (see NEM-Part 520.21)
Dam Classification (I, II,®, IV, V)
By Date : �I
nameI - (title)
Concurred By Date
{name) (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

0,
BIB
..zs..
g-,
Rt

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
180.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
90.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
120.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
----------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME__LL� 4 l x-a- "ILI -�--
TELEPHONE- gZZ— -c�:53 ____-_--
LOCATION-'-=Y=- ---
se &-m- —
------------------
------------------
SIZE OPERATION_-3-��_--__
--- ---------
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED
PRODUCER Ae-' 2-FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN?
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES----- NO----
If no, site mt3st be reloca�ed.
IS SITE WITHIN'I MILE ZONING:JURISDICTION
YES----- NO -
OF A MUNICIPALITY?
If yes, landowner should consult with local zoning board
Permits must be obtained prior
about required permits.
to design approval.
Are utilities in construct
ion
If yes, see Part the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation.)
$Y
YES----- NO -
Page 1
I

S
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON -CROPLAND? IYES----- NO ----
If yes, producer must complete a Form AD-ID26.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO- ✓ -
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE
PRODUCER.TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE.
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? .YES--` NO----
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YEAS---- NO-.3Z_
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE,/PLANNED AREA? YES---- NO----
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT
FARMLANDS IN THE OPERATING UNIT? YES---- NO--J
WILL THE ACTION RESULT IN SODBUSTING? YES---- NO----
If yes to' any o$'`these questi.oris, refer to form NC-CPA-16
for policy sourdes. The form�ddes not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER .J/.........
........PREDOMINANT WIND DIRECTION? YES---- NO----
........ POSSIBLE. EXPANSION OF TREATMENT
VOLUME FROM 1 CU.FT. UPWARDS TO
3 CU. FT./LB. OF ANIMAL?
........PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY?
........USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE?
YES- 2� NO----
YES- Z� NO ----
YES- NO ----
Page 2

mb
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLYYESNO----
ND .
APPLY WASTE? �L
IF NO, DOES PRODUCER HAVE ACCESS TO YES- /-- NO ----
MORE LAND?
IF -LAND IS NOT OWNED BY PRODUCER,
ER GET AGREEMENT ON LAND
CAN PRODUC
ON WHICH TO APPLY WASTE.
YES___- NO ----
(Attach Waste Utilization Plan to
site evaluation.)
SOIL INVESTIGATION -- VALID ONLY IF
SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON.
YES ------ NO------
IS A CLAY LINER REQUIRED?
YES------ NO------
IF YES, IS CLAY AVAILABLE ONSITE?
QUESTIONABLE-O------
IS A CORE TRENCH REQUIRED?
YES ------
to site evaluation.)
(Attach sail investigation sheet
SITE APPROVED YES----- NO------
CONDITIONAL--------
COMMENTS
---------------------------�- --------------------------
• _____-,_______ ___ -----------------
THIS SITE INVESTIGATION IS VALID IN LONGREASAS LEETDESIGN AND
CONSTRUCTION OF LAGOON CONTINUE
IME
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
,. ,;•jam
��V.c-� _-----.0------- DATE --
SIGNATURE -
page 3

OPERATOR: &,y 2 , _7' i�c� L L
NOTE: Design Requirement:/az4366 cu.ft. = cu.yds.
Estimate of Excavation: cu.ft. = Z 7S.oD cu.yds.
Estimate of Pad & Dike:
r':Z / Ratio
Job Class
Date
Design By ,. r" , �
Name
Design Approval
Name
cu. ft. = z3S73 cu. yds.
Date

LM
1319 2.6
40
ro
=7
Vw Edm
UP lmii
1w
0 0 jmz.l 1ML
Lim
S4
56
• 1BLJRGAW
pop. 1'�n
SITE
x
ST. HELENA
W,l ICU
106
61
Highm"
AA*m i
JAOA
tale
JA
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-
1607
n r
4 1
is"
L97
N
w
.9
1833
1631
'P
1432
Rocky Pohd
10
A,
2-3
131,
1517
140
0
14M
{
La
s
10
Cwk
10
VL
0
0
30V
Ay

� s
owl
R a Yt SSTs a =
Ir
77
Gr
Vl
Ift
a.
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k r t GoA ^^
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NoBr.. 1VaB ✓ 1a00
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o GoA�'TTfats
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y d�Ak ) yy ti r Y ' /fs ro��m r y Cao GbA
t e GrNoB
NoA
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{�` d° •x k EmA q er
EmA `• qa r r�aA GoA
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ayB2 GoA
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- "5' ,� - ..• 14 22 .- EmA
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VQ:
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aisn2'
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di
j

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)
CIX U-11i
�- " A- � 4v-0�3-cj
8
NAME OF. LANDO 'NER DATE
3 -D.— ? d�
r ECHNICA-L SPECIP,LIST DATE
December 18, 1996

77�}o
b
Cy
�
t .
y
C
�
m
o �
1
V
DONALD HALL
PENDER COUNTY
IRRIGATION SYSTEM DESIGNER
.....................................
.......
Name:
William C. Dunn
Company:
NC DENR DSWC
µ:.:
� . 9
Address:
943 Washin on S Mall Washington, NC 27889
1 < :''''
�o ;
!
.;,
Phone:
252 948-3900
41C...
Designed For:
1$t
-
REQUIRED DOCUMENTATION
The following details of a design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, lanes pipelines, thrust block location and
buffer areas where applicable.
2. Assumption and Computation for Total Dynamic Head and Horsepower requirements.
3. Computations for all mainline and lateral pipe sizes.
4. Sources and calculations for determining application rates.
5. Computations used to determine thrust block sizes and illustrations of all thrust block configurations.
6. Manufactures specifications for the irrigation pump, traveler and sprinklers.
7. Manufactures specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance, Tech
Guide, Section IV, Practice Code 430-DD

Landowner/Operator Name:
Address:
Telephone:
Table I — Field Specifications
Approximate
Maximum
Usable Size
of Field
Field No.
(acres)
Pull 1
0.89
Pull 2
6.27
Pull 3
6.63
Pull 4
5.82
F-4.36
Pull 5
IRRIGATION. SYSTEM DESIGN PARAMETERS
Soil Type
Slope %
Crop(s)
Goldsboro
0-2
Ber/OS
Goldsboro
0-2
Ber/OS
Goldsboro
0-2
.Ber/OS
Goldsboro
0-2
Ber/OS
Goldsboro
0-2
Rer/O.q
County: _
Date:
Maximum
Application
Rate
1n/hr
0.5
Maximum
Application
per irrigation
Cycle
(inches)
Comments
1.0
0.5
1.0
0.5
1.0
0.5
0.5
1.0
1.0

Table 3- Traveler Irritation Gun Settings
Owner/Operator:
Address:
Telephone:
Make, Model & Type of Equipment: 3 in Ag Rain Nelson Taper Bore .85
Tract No.,
Field No.,
&
Line No.
1
Acres
Traveling
Gun Speed
(ft/min)
7.08
2.83
[Application
Rate
(in/hr)
0.4
0.5
Travel Lane
Effective Effective
Width (ft) Length (ft)
135 288.3
Verified
Wetted
Diameter
(feet)
Equipment Setting
Nozzle Operating Operating
Diameter Pressure Pressure
(in) ( Gun (psi) rr Reel (I3si)
.85 100 T 139
Comments
0.89
6.27
300
2
270
816
300
300
.85
.85
106
100
139
139
3
6.63
2.83
0.5
_
270
833.5
4
5.82
2.83
0.5
260
738.2
300
.85
100
139
5
4.36
2.83
0.5
234
643.6
300
.85
100
140

Table 4 — Irriw:ation Ss stem Specifications
Owner/Operator-
Address:
Telephone:
Traveling
Irrigation Gun
Solid Set
Irrigation
Flowrate of Sprinkler (gpm)
212
O eratin Pressure of Plum(psi)
150
Precipitation Rate (in/hr) 330 arc
0.4
Precipitation Rate in/hr) 180 are
0.5
Hose Length
990
Tyre of Speed Compensation
mechanical
Pump Ty e (engine,electric)
engine
Pump Power Requirement (hp)
57
Table 5 — Thrust Block Specifications
6 inch Pipe
Thrust Block Area
Location (S4 ft)
Comments
90 degree bend
8.9
Dead End
6.23
Tee 6.23
Ground Entry
11.8

Pump Sizing
Total Dynamic Head (TDH)
P1/water density + Vl**2/2g + Z1 + TDH = P2/water density + V2**2/2g + Z2 + Hf
Assume friction head in the suction pipe and velocity head throughout the system to be negligble.
P1 = 0 (water from a free surface)
TDH = P2/water density + Z2 + Hf - Z1 +Hm
Hm = Suction pipe & other assumed minor loss (ft) 5
Supply pipe (in)
6
Traveler Hose Diameter (in)
3
Traveler Hose Length (ft)
990
Water density (lbs/cu ft)
62.2
P2 = Gun pressure (psi)
100
Hf = 10.45*L*((Q/C)**1.852)/D**4.87
Hf = Friction loss in feet
L = Linear length of pipe in feet
Q = Flowrate in gpm
C = Pipe Coefficient = 150 for PVC and Hard Hose
D = Pipe Diameter in inches
Z2 Gun
Gun
Flow in
Flow in
Losses in
Z1 Lagoon
Elevation
Pressure
Supply Pipe
Supply Pipe
Losses in
Traveler
Traveler
Pull No. Elevation (ft)
(ft)
(psi)
Length (ft)
2 guns (gpm)
Supply (ft)
(gpm)
M
TDH (ft)
Pump (psi)
Reel (psi)
1 104.75
96.52
100.00
982.00
424.00
11.41
212.00
93.20
332.38
143.89
138.95
2 104.75
96.52
100.00
982.00
424.00
11.41
212.00
93.20
332.38
143.89
138.95
3 104.75
98.02
100.00
661.00
424.00
7.68
212.00
93.20
330.15
142.92
139.60
4 104.75
97.02
100.00
466.00
424.00
5.42
212.00
93.20
326.89
141.51
139.17
5 104.75
100.90
100.00
815.00
424.00
9.47
212.00
93.20
334.82
144.95
140.84
Existing Pump
B3 JQBM
Performance
63 % eff
Impeller Dia
13.5 in
Horse Power Requirement
hp = (Q*TDH)/(3960*eff)
hp required
56.7
Check for NPSHA
NPSHR (ft) per specs. 8
NPSHA (ft) = Ha - Hs - Hf - Hvp
Assume Hf & Hvp to be negligible
Assume Ha = 34 ft
Hs (lift) (ft) = 7
Hf (friction) (ft) = 5
NPSHA (ft) = 22

Thrust Block Sizing
For 90 degree elbow
A = ((98*H*D**2)/B)sin(a/2)
H = TDH (ft)
334
D = diameter (ft)
0.5
B concrete (lbs/sq ft)
650
angle (deg)
90
A (sq ft)
8.90
Dead Ends and Tees = .7 * 90 degrees (sq ft) = 6.23
Ground Entry or Z pipe = 1.33 *
90 degrees (sq f) = 11.84

BERKELEY PUMPS
CURVE 41171
DATE 3-1-88 1
02
TYPE"B" RATING CURVES PAGE 2.-
.f'BERKELEY SUPERSEDES
ENGINE DRIVE Curve 4117 Pace 2.02—
Dated 4-1-85
Cam! Material C.I. Pat, N.. H- 186 3
'ImPollor: Malarial C - I. Fell. Me. L- 3001
MAXIMUM FORKING'PRESSURE 247 PSI
Mash. No_ H-IE163 VAR I C. '-' S R.P.M. - Cycles
Mach.Ne L-303E Dia. 'j-IV2" FULL -.Z. S.L for amen waw. at
am I —I W' F. mac.
M-1 :; L12 rj
. 11 0 N
....� ___ Ebb, MI�,
0 - -------------------- ..........
... .......
.. ........... ......
'T ..........
...........
f-.I.......... ........... ­
..
............ �.4 ....... _!.: .........
L------- r .... .................... ... ............ .... ..... .. .........
0 100
200 300 400 500 600 700 Boo 503 11 000 1 DO' • 200
CAPACITY IN U.S. GALLONS PER MINUTE
C-7048 Based on T-2554 Sw­adn C-7048 D.Id <�-27_7- D.L.
moui B3JQE3M
30
20
10
0
TOSL
Cam: Material C - I
P.H. No. H-1939 M&Lh.Nm ;­1939
VARIOUS R.P.M. - cycles
Impeller: Malarial C - J
Patt. N.. M-23 b 9 Mach. N.. M-4621
7.Z.1. L. I., tr W.f W.
MAXIMUM WORKING PRESSURE 266 PSI
set — I W. e_ —
.......... ........... ...........
........ ... E ... .77
.......... 30
...........
.......... ...... ...... ........... ..... .
..........
............
............ ............
.... ....... ...........
L
.... ...... ... ... ..
A., ..... —1 2
...........
I ..........
... .... .... .......... .......... .........
............ T ...........
. ........ .. ... ..
.. ........
. ....... .. ......... w
...... I
r .......... .............. ........ ..
.. ...... ......
..... ..
............ . ........ ............ ............
.....
...........
10
.... HE.A.[� ..................... ............
............ ............
..... ...... .... . ... .....
.......... .......... .
7A
5%__ " "'**' ,
. .... ............ -------
. ........... . ...........
.............
............. ............ i ....... . . . .........
T, ,
. ........... .... . .......... ...... ..
......... ............
400
.. . ........
... .... ...
........ — --------
. .......
.......... ...........
114UM ..........
...... ....
M
w 350
......
63%- EFF+C I`Eftc`r
............ ........... r
...........
. .... .. 4.­­ ........................
. ...........
..........
...........
I .... RPM 1 ...... ....
.
......... .
............
....
.... .. .......
...........
............ ........ . ...........
... .................
...... . . .....
250
...... .... ...........
........... . . ........
.... .. 17 ....... L7
. ......... ...
... ....... ....... ... ....
.....
7—
... !­ ___ I
................ ..
..................
c 200
4 .. .... .........
.. ............
. .... ... ..........
2='R
--- — -1 ?­-�­
..
. ..........
...... . .
.......
.50
.. ........
........... ............ . .....
J_
.......... . ...........
.01 ... ..... ....
IXJ ..... ....... .. ..... .. ...........
z ....... . .........
- ---------
........... .......
7 ......... . ..... ... ...........
... ........ I ........... ............
ZD --- -------- ......
I
.....
... .. ..... .......... ...
..... . . ......... .... ... . ............
..... ...... .......
... .. .......
.. .......
a........... ; ..... .... .
........
........ ...........
.. r 5., ...... L: ...
... ....... .............. . . ........... iTDSLI
.... .. .... ............... ........... ...........
L
....... t IISL .......... .......
.. .......... .. ........... ...... ....
0 -,00 200 300
400 500 600 � DO
CAPACITY IN LI.S. r.A!-LDNS p=R MINU-1p
B 4 0 M

be fabricated �n alma any conf1guration �o epoxy +aced-fzi�}ngs
pncIudeF statics' arrd hy�r ants as an lntegralpart of the r1tZng"
r
Occ-a-
s iona7l y z t mays be necessary_ to �connec FYC ' p7ast� c pipe to' szeei
or �AY}�a pea is connects on cnp'iira> cai
r .. �.
trans�.t7on or'repair coupling _In line va]ves tan be ;velied,with
connections to -gas ket.pIpe
Thrust-b]ockAng. is required for;;gas;eT. pipe.��krsi thrccst blocks
`wzl7��be concrete:,,, Manufacturers recur vended. t�irust,;I3iocks any,
., _
Figure I. Example of different arrangements for thrust blocks.

Hard Hose Traveling Gun Worksheet
COMPUTATIONAL WORKSHEET
Home Farm:D. Hall owner
Farm Number 71-72 Total acres=30.45
total wettable acres= 29.71
Irrigation Design Existing Irrigation System
Wetted Diameter 300.00 From System Calibration by Starr(feet)
Hydrant Layout Multipile Hydants Single Hydrant Excessively Spaced Hydrants
Travel Lane Length Exterior 1330 Arc Angle 790 Length of Pull(feet)
Lane Spacing in feet >90% lane spacing as % of wetted diameter
a 0.33 Acres start end of pull Table E90+ Column 113
135 wetted width
b 0.56 Acres in no overlap portion of I {(pull length X wetted width)/43,560)
270 wetted width Length of Pull(feet) 288.63
c 1.79 Acres in overlap portion of pull {(pull length X wetted width)/43,560)
d DAcres stop end of pull Table FE-90-7-7 Column
0.89 Total acres for Travel Lane(P1) (Sum a+b+c)
Travel Lane Length ,Exterior 330 Arc Angled 815.9 Length of Pull(feet)
Lane Spacing(feet) >90% I (as percenta a of wetted diameter)
a ^.66 (Acres start end of pull -abje E90+ Column 66
270 wetted width
b 5.D6 Acres middle portion of pull {(pull length X wetted width)/43,560)
0.55 Acres stop end of pull Table E90+ Column
6.27 Total acres for Travel Lane(P2) (Sum a+b+c)
Travel Lane Length x Interior 1330 Arc Angle 833.45 I Length of Pull(feet)
270.00 Lane Spacing(feet) 90% 1 (as percen�ta a of wetted diameter)
a 0.8 Acres start end of pull Table EE90 Column B
270 wetted width
b 5.17 Acres middle portion of pull ((pull length X wetted width)/43,560)
0.66 Acres stop end of pull Table E90+ Column
6.63 Total acres for Travel Lane(P3) (Sum a+b+c)
Travel Lane Length interior/exterior 738.27 Length of Pull(feet)
253.00 1 Lane Spacing(feet) 85% (as pe
a 0.76 Acres start end of pull Table E185 Colum
253 wetted width Length of Pull(feet) 449,6
b 2.61 Acres middle portion of pull {(pull length X wetted width
270 wetted width Length of Pull(feet) 288.E
c 1.79 Acres middle portion of pull ((pull length X wetted width
d 0.66 Acres stop end of pull Table EE90 Colum
5.82 Total acres for Travel Lane(P4) (Sum a+b+c+d)
rcentaae of wetted diameter)
n �~
4 i
)/43, 560)
3
Y43, 560)
n
Travel Lane Length x New Exterior ' 330 Arc Angle_ 1643.6 Length of Pull(feet)
>75+ (as percentage of wetted diameter)
a 0.49 Acres start end of pull Table N75+ Column
234 wetted width
b 3.46 Acres middle portion of pull ((pull length X wetted width)/43,560)
0.41 Acres stop end of pull Table N75+ Column
4.36 Total acres for Travel Lane(PS) (Sum a+b+c)
23.97 Total acres available on farm 71-72
Wettable Acre Computational Sheet Completed By Margaret O'Keefe DSWC

Well
Buffer
A FA—P/L—P/L-1—,/L—p/L—p/L_p/L /*
Lagoon
Scale: 1" = 2
100 0 n6
STATE OF NORTH CAROLINA Ponderosa Farm 71-72
DEPARTIENT OF ENVIRONMENT, BRALTS, AND NATURAL RMOUWIM
DEN OF SOIL AND WAT&H CONSERVATION
1W.R0 Irrigation Design
"S Sq— W-A v_hb.#_ M _Mwj� (Yw�w. E Pender County, NC

r113e Specific:aboyls
200 class 'PVC pipe will be used
and buried 21, inches deem. The
snpp?p line will be 5 inch pipe. An
air relies',/yacurnm salve h-ili be
installed et the elld :if the supply
_ Thrl:si biaei;s rre r�yuired at ell
_ hydrants,,dead erWs and
r� 1�HeL � � eiboxs /te
r Muflor :pock location Aioa1• Area
'd dead End
45 Tee 2.84 sq 1t
-tAr— PA— e/l,—PA.FA— PA— r/ —PA--4/1n: hydran:r 2.84 sq !t
- -_ i 14ngth
(ac) (ft)
Pull 1 O.a5) 182 Existing
Pui1 6.27 816 Existing
Lagoon Pull 3 6.(i3 838.5 Existing
41+- Pull 4 5.82 288, 6 Existing
Pull 5 =.36 613.6 New
L end
_- BB Field ed?e
d -P/L- Power Line
C" Proposed i-ldrent
-6-1N Eyisting 6" PVC
-6-1N Proposed 6" PVC
Traveler TLane
Clear Innd to trine
Scale: 1" = 200'
— - — 100 0 200 400
Ponderosa Farm 71 72 °� " '°`° Plm=r 71-n SC� _'-�'
Irrigation Design Y DRA,X W. "a`"'° MT& M""°
Pander County, NC mumm 3M. DM
_- - 6 MMMr M. 1 or rumuiR I.H

-133b I
i}el
[ L 'n :"7 W
�.� '144
� - igtit
f
dL Zro r435 .
- G MCIACZ K[SE G)ttG zoo
F.
rt'
OiOn�irI:G4 �"�4F.�E
r -
t

/46Jk --TJ - '? a
Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.1O6-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Z I 0 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Q Any method which, in the professional opiniontof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
71 Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
s1-
Signature of Technical Specialist
Date
:3 l�
Date

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.
rb Rendering at a rendering plant licensed under G.S. 106-168.7
r
❑ 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)
A. -) ,9 8
NAME OF.LANDO NER DATE
3
ECHNICA-L SPECIALIST DATE
December 18, 1996

Insect Control Checklist for Animal Operations 7,77i -
Source Cause Z BNPs to Control Insects Site Specific Practices
Flush Gutters • Accumulation- of solids Flush system is designed and operated
/01 sufficiently to remove accumulated solids from
utters as designed.
Remove bridging'of accumulated solids at
Lagoons and Pits - • . Crusted Solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
Xinches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage. IWO
O Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; I5-30 day interval
during winter).
Feed Storage • Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site (i!
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
.0 -November 11, 1996, Page I

Source Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer, 15-30 day interval
during winter) whert manure is loaded for land %14
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh,.NC, 27695-7613.
FARMOWNER
ECHNICAL SPECIALISTS
3-a P
DATE
3•a-I�
DATE
Al .ovember 11. 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production egetative or wooded buffers;
"ecommended best management practices;
ood judgment and common sense
Animal body surfaces
• Dirty manure -covered animals
Dry floors
Floor surfaces
• Wet manure -covered floors
lotted floors;
aterers located over slotted floors;
Or ceders at high end of solid floors; ,t
crape manure buildup from floors;
O nderfloor ventilation for drying
Manure collection pits
• Urine;
equent manure removal by flush, pit recharge,
• Partial microbial decompositionX03ZZ
scrape;
nderfloor ventilation
Ventilation exhaust fans
• Volatile gases;
an maintenance;
Dust
lcient air movement
Indoor surfaces
• Dust
ashdown between groups of animals;
Feed additives;
O Feeder covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon
ush tank covers;
liquid while tanks are filling
�xtend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled lagoon
O Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti -siphon vents
/ f
Lift stations
• Agitation during sump tank
O Sump tank covers
/ / /Q
filling and drawdown
Outside drain collection
• Agitation during wastewater
O Box covers
01?14
or junction boxes
conveyance
November 11, 1996, Page 3

Source Cause BMPs to Minimize Od6r Site Specific Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance agoon liquid level
Lagoon surfaces a Volatile gas emissions; per lagoon liquid capacity;
• Biological mixing; orrect lagoon startup procedures;
• Agitation >&imum surface area -to -volume ratio;
. Minimum agitation when.pumping;
O Mechanical aeration;
O /,Proven biological additives
Irrigation sprinkler High pressure agitation; A^
igate on dry days with little or no wind;
nozzles : Wind drift inimum recommended operating pressure;
�ump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface . Mixing while filling; O Tank covers; • Agitation when emptying O Basin surface mats of solids; /�tj f
O
Proven biological additives or oxidants
Settling basin surface •
Partial microbial decomposition;
O
Extend drainpipe outlets underneath liquid
'
e"Y2 �Q
•
Mixing while filling;
level;
•
Agitation when emptying
O
Remove settled solids regularly
Manure, slurry or sludge •
Agitation when spreading;
O
Soil injection of slurry/sludges;
M
IQ
spreader outlets .
Volatile gas emissions
O
Wash residual manure from spreader after use;
1 1
O
Proven biological additives or oxidants
Uncovered manure, •
Volatile gas emissions while
O
Soil injection of slurry/sludges
slurry or sludge on field
drying
O
Soil incorporation within 48 hrs.;
l Q
surfaces
O
Spread in thin uniform layers for rapid drying;
O
Proven biological additives or oxidants
Dead animals •
Carcass decomposition
A
Proper disposition of carcasses
Dead animal disposal 0
Carcass decomposition
O
Complete covering of carcasses in burial pits;
pits
O
Proper location/construction of disposal pits
/[
Incinerators •
Incomplete combustion
O
Secondary stack burners
lQ
X -November 11, 1996, Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information:
Available From:
Swine Manure Management ; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
FARMOWNER
TECHNICAL SPECIALISTS
3—al -9 8
DATE
DATE
' -November 11, 1996, Page 5