820622_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0622 Certificate Of Coverage Number:
2. Facility Name: K&T Farms
3. Landowner's Name (same as on the Waste Management Plan): Keith Tew
4. Landowner's Mailing Address: 1525 White Oak Church Rd
City: Clinton State: NC
Telephone Number: 910-564-5460 Ext E-mail:
5. Facility's Physical Address: 7060 McKenzie Rd
City: Clinton State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Allen Keith Tew
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
Operation Types:
NC
Keith Tew
910-564-5460 Ext.
Mu ihk -Brown LLC
Phone No.: 910-592-4188
Allowable Count
3,200
AWS820622
Zip: 28328
Zip: 28328
OIC #: 18447
Swine
Cattle
Dry Poultry
Other Types
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep - Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
MAR 2.7 209

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
19.00
1
20.40
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WLTP), 5!gaed b• the owner and.a certified t hnicals ecialist. containing:
a. The method by which waste is applied to the disposal fields (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 he applied to every land application field
g. The waste application windows for every crop utilized in the 'VNTT
It. 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 shotin on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
u 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: 2019PermitRenewal as edenr.gov

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 143-215.613, 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):
}} /y
Name: h r'+1d `� Title: DW?'Fp +
Signature: U1.taQ�n r�11 v j Date:'
Name:
Title:
• Signature:
` Date:
Name:
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: 2019Perm itRenewal@ncde nr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

WASTE UTILIZATION PLAN
Coharie Hog Farm
Tuesday, May 13,1997
Producer: Keith Tew
Farm Name:
Telephone # :
Type of Operation
K&T Farms 82-622
1500 White Oak Ch Rd
Clinton,NC 28328
[phone]
Wean to Feeder Swine
Number of Animals : 3200 pigs design capacity
Application Method: irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding opacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. if you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
3200 pigs X .4 tons waste/piigslyear =1280 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3200 pigs X .48 lbs PAN/pigslyear =1536 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NACRE NIACRE USED TIME
3240
• 1
NORFOLK 0-2% W 60 144
NORFOLK 0-2% SB 351 140
0
14.92
2148.48
SEP-APR
3240
1
0
14.92
2088.
APR-SEP 15
3240
1
NORFOLK 0-2%
C
110' 1171.7
0
14.92
1756.08
MAR-JUN
3240
2
WAGRAM 0-61/6
BH
5.5 275
0
4.38
1204.5
MAR-OCT
3240
2
WAGRAM 0-6
SG
1 50
4.38
219
SEP-MAY
3240
3
WAGRAM 0-6%
BH
5.5 2751
01 2.23
0' 2.23
613.25
111.5
MAR-OCT
SEP-MAY
3240
3
WAGRAM 0-6%
SG
1 50
TOTALS: 5144.93
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS N/UNIT
C CORN BUSHELS 1.25
BH HYBRID BERMUDAGRASS-HAY TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
SB SOYBEANS BUSHELS 4
W WHEAT BUSHELS 2.4
Page 3of9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
21.631 — 5,145
TOTALS: 21.53' 5,145
AMOUNT OF N PRODUCED: 1,636
***BALANCE -3,609
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres'excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 243.2 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.6 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (irdthr) ANrr (inches)
3240
2, 3
WAGRAM 0-60/6
SG
0.60
*1
3240
2,3
WAGRAM 0-6%
BH
0.60
*1
3240
'1
NORFOLK 0-2%
W
0.50
*1
3240
'1
_
NORFOLK 0-2% _
NORFOLK 0-2%
SB
0.50
*1
3240
't
c
0.50
*1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
This plan is based on a wettable acreage determination completed 10-18-2001. Acreage on
tract 3240, field 1 are based on an irrigation design dated 4/13/07.
Page 5 of 9

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for eve
day the discharge continues. ry
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a co
of a written agreement with a landowner who is within a reasonable proximity, allowing py
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5.Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
"7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order to control conditions conduciv
to odor or flies and to provide uniformity of application. e
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer.perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from anv residential r)ropertv boundary
Page 7 of to

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided.they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at.agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
Page 8of10

23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 9 of 10

NAME OF FARM: K&T Farms
OWNER / MANAGER AGREEMENT
1(we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. 1 also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Keith Tew
SIGNATURE:_ �1 ��] � 3 _ _ DATE:�a7-
NAME OF MANAGER (if different from owner):
SIGNA
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Coharie Hog Farm
ADDRESS (AGENCY): 300 Westover Rd.
Clinton, NC 28328
[phone]
SIGNATURE: ti ` DATE:
please print
/0`47'�I
C
r
l.e e
Page 9 of 9

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Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
®
BMI's to Minimize Odor Site Specific Practices
Vegetative or wooded buffers; �
-TN PL *ZrO Recommended best management practices;
Animal body surfaces
• Dirty manure covered animals
13
Good judgment and common sense
Floor surfaces
• Wet rnauwre-covered floors
®
Dry floors
Slatted floors;
M
Walerers located over slotted floors;
0
Feeders at high end of solid floors;
©
Scrape manure buildup from floors;
__
13
Underfloor ventilation for drying
Marrurc collection pits
_
• Urine;
■
Frequent manure removal by flush, pit recharge, ,
04? J°iuys iderG.y
_ __
El
Underfloor ventilation
Ventilation exhaust fans
_
• Volatile gases;
41
Fan maintenance; _
Dust
Q
Efficient air movement
Indoor surfaces
• Dust
Ali
Washdown between groups of artirnals; --
©
Feed additives;
C3
Feeder covers;
El
Feed delivery downspout extenders to feeder
Flush tanks
• Agitation of recycled lagoon
O
covers
Flush lank covers; —— — _
liquid while tanks are filling
O
Extend fill lines to near bottom oftanks with
-
Flush alloys
• Agitation during wastewater
O
anti -siphon vents
Underfloor flush with uuderfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled IAgoon
liquid while pits are filling
13
Extend recharge lilies to near bottom of pits
with anti -siphon vents
U 11 still lolls
• Agitation during sump lank
CI
Sump tank covers
filling and drawdown
Outside drain collection
orjunclion boxes
• Agitation during wastewater
■
Box covers
conveyance ,
I
AMOC - November 11, 1996, Page 3

R ns.-
-
End of drainpipes at
lagoon
"use
. Agitation during wastewater
1:]
BmPs to Minimize Odor
,
extend
eionvcys•ice
discharge point of pipes underneath
_
Lagoon surfaces
. Volatile gas emissions.
Lagoon liquid level
• Biological mixing;
■
Proper lagoon liquid capacity;
• Agitation
p
Correct lagoon startup procedures;
Q
Minimunt surface area-to-volutne ratio;
IN
Minimum agitation whcn.putoping;
Mechanical aeration;
Irrigation sprinkler
• High pressure agitati on;
O
Proven biological additives
nozzles
• Wind drill
■
Irrigate on dry days widt little or no wind;
■
Minintutn recommended operating pressure;
M
Pump intake near lagoon liquid surface;'
Storage tank or basin
. Partial microbial decomposition
O
Pump from second-slage lagoon
surface
+
• Mixiu wl 'I fll'
0
Bottom or midlevel loading;
g II V. I fig, 11 Tank covers;
� Agitation when emptying
L:1 Basin surface mats of solids;
17 Proven biological additives or oxidants
Scttlutg basin surface • Partial microbial decomposition;
O Csxlcnd drain �i 1e Dull t
•
Mixing while filling;
level; r I G s underneath liquid
•
Manure, slurry or sludge •
Agitation when emptying
Agitation when spreading;
O
Remove settled solids regularly
spreader outlets •
Volatile gas emissions
O
, ,
Soil injection of slurry/sludges;
0
Wash residual manure from spreader after use;
U ncovered manure, •
Volatile gas emissions while
17
Proven biological additives or oxidants
slurry or sludge on field
drying
©
Soil injection ofslurry/Nudges
surfaces
"
©
Soil incorporation within 48 lirs.;
"
0
Spread in thin uniform layers for rapid drying;
Dead animals
Carcass decomposition
0Proven
biological additives or oxidants
,
Dead allllltal dlSposal �
CarcaSS e1GCompoSillUlt
®
Proper disposition ofcarcasses
pies
0
Complete covering or carcasses in b I '
uric pits+
O Proper locatioll/cUnslrucU01• ol'disposal pits
combustion I] Secondary stack burners
AMOC - November 11, 1996, Page 4
! /1

"Use RIVIN to Minimize Odor Standing water around + Improper drainage; 11 Grade and landscape such that water drains Site Specific Practices
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 Informalion :
Swine Manure Management; 0200 RuIeBMP Packet
Available From :
Swine Production Farm Potential Odor Sources and Remedies ; EDAE Fact Sheet
NCSU, County Extension Center
Swine Production Facility Manure Management: Pit Recliarge - Lagoon Treatment; EDAE 128-88
Swine Production Facility Manure Management: Underfloor
NCSU - BAE
NCSU -
Flush - Lagoon Treatment ; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EDAE 103-93
BAE
NCSU -
Cal ibralion of Manure and Wastewater Application Equipment ; 13BAE Fact Shcel
NCSU -13BAE
Ah
Controlling Odors from Swine Buildings; Pill-33
NCSU - BAE
Environmental Assurance Program ; NPPC Manual
NCSU - Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force
NC Pork Producers Assoc
Nuisance Concerns in Animal Manure Management; Odors and Flies ; PRO107, 1995 Conference Proceedin s
g
NCSU Agri Communications
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5

k'r-
Insect Control Checklist for Animal Operations
Source Cause BMP9 to Control lusecis — Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids 0 Flush system is designed and operated sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids IN Maintain lagoons, settling basins and pits where
pest breeding Is apparent to minimize the
crusting of solids to a depth of no more than 6 -
_ 8 inches over more titan 30% of surface.
Excessive Vegetative • Decaying vegetation [al 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.
Dry Systems - ---
Feeders . 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
during winter).
Feed Storage r Accumulations: of feed resid_ues ® Reduce moisture accumulation within and -
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
11 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
Aivii%- Novc;nlber H. 1996Nee i

Source Cause RMPs to Control Insects. Site Specific Practices
Ani;vial Holding Areas • Accumulations of animal wastes C7 Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
Q 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 0 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.
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.
AMIC -November 11, 1996, Page 2

am
EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 'f/G It A— - I54t
EMERGENCY MANAGEMENT SYSTEM 61;t - 8 f 16
SWCD Sqz - 716 3
NRCS S 2 - 7
This plan wfll 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. CalI a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks. prior to restarting pumps.
D: Leakage from flush systems, houses, 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.
December 18, 1996

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 of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - 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 NRCS office for adviceltechnicaI assistance phone number - -
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: r JKr , -z, C Ce-,t I
b. Contractors Address:r L„ 4.-, A-
c. Contractors Phone: lG y -1-f;t 5��
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name: W.i�k
b. Phone: — / } a _� 0
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectif}, the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18, 1996

OpERATIQN
AND �`1A
IhIT
This l a 9 0 o n i ENANCE p_LAI S
due id8ledel S(0fdtemPord f°r as _ HEET l OF
to w
Of fresh =wate nditi ons a d entStem age. t The "eats (Perm
l j ) des j9ned r timL
added to the tsYs °rf 1 ushi� rake) rto ub �d tfor orage) and
The Incl ded waste s rom empn Omal y storage tral-em, g °Perations' -each a ma Planned
fair volume oftwrage for and (2) consists of nd he amount
rainfalconstantaste genepatthe `s Yearss rainfal 1e0 days
be a fore will �arhr0ughout tea from ' 24 ho l after stOra
VoI for Y from the a 9iv Our St. eyaPor 9e for;
ume must aI consider Year. to Year and fr number of for the al ion. Also
A maximum ways available.
v j l an an ual . The a year to yea orals wcation
will ion. 6e
Pumping
9 { nel-
leh ' ii s is deter bee• pumPin9 cycle,5 Year, bud faI l but l? xce 5
beg -In s). if usua mined this st not
to indppamPing� a the outlet Y the out n each de °rage
to stop to when Permanent pipe
is let sign to to be
Pumpin Pumping t pumPin9 sh marker mu °t instaI of pi Pe (s) n
el evat pns 12 n be started ould begin t be - ed at the from
weather' Soils for oPerted or lag°on tr An el led at thlevati0n t
uno f f or, j crop t l n9 con eStopped at an tment depth n must be es eyat ion
met d aPPI is aching. and equiPment ein s site timcbetween these tabl i shed
cent
terci Pf di
ot SAO a2 tiOnf waste wa order to apply wndi aPermity such aken when pplyin I and methods
t►"av tof apPl ecognjzed Ste without h as
The waste to elln9 9uncation . a an accept
1, following items Prevent damaa gatge to ion. solid
Care set
_ tar9 d jt° S rongly re re to be carried crops. hOuld be
Start- u /�' it commended
out,
de
°yered weripn9 thergingc'�tt° prhe�ethe treat
lush with effl la9o°n educes the nt treatment la
be buildings uent there cone Ssirat �e goon be
used for flus w 9 r cyitial
cled tI mess whe i alltodors n °°f thdor s e uln n9 re_
Pan O T e�ommenhed worst after init aI°f�1� liquid. Frergin9oisdcOmhould be
re land ads Sample utiliZat - 2ng, sh water should
uld I
a,Be4�n to ppl2cat1°ng and test nPlag I shall be °uld not
cwhhesn the ele�a ry St Waste waste (See at owed rhi
t
'?`age the fluff tIon 49e PUMP- attachment)
s
lessd le B•3 a ut of
5316 gallons 5 Yr, 24 lhr st hes meI ya by permthe s lagoon
when f
or^m1) contains 463nt markerujd level
i
38144 cub i c ft p
e emPorar Pump -
et or

OPERATION AND MAINTENANCE PLANSHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year — 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions' permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre —
charged to 1/2 its capacity to prevent excessive odors during
start—up. Pre —charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump —out of the lagoon when fluid level
reaches the elevation 48.3 as marked by permanent marker. Stop pump —
out when the fluid level reaches elevation 46.3 . This temporary
storage, less 25 yr— 24 hr storm, contains 38144 cubic feet or
285316 gallons.

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

WASTE MANAGEMENT SZSTEM
FOR
KEITH TEW
TABLE OF CONTENTS
-_-ver Letter
2 Soils Map
3 Conservation Plan Map
4 SCS-ENG-538 (Soil Investigation)
5 NC-ENG-34 Hazard Classification
6 Lagoon Design Data
7 Waste Utilization Plan
8 Seeding Specifications
9 NC-ENG-12 (Excavation)
10 NC-ENG-12 (Embankment)
11 NC-ENG-12 (Pad)
12 NC-ENG-40 (Plan of
Excavation Waste Storage Lagoon)
13 Typical View of A
One -Stage Lagoon
14 Operation and Maintenance Plan
15 Specifications for Construction of Waste Tr
16 Topographical Ma eatment Lagoons
P W/Lagoon & Houses
17 Cross -Sections of Lagoon & Pad
t

USDA -SOIL CONSERVATION SERVICE
303-D EAST ROWAN STREET, UNITED STATES
PHONE [phone]
_____ DEPARTMENT OF
--------------------------- AGRICULTURE
OPERATOR: MR. TEW----------------------
Please review the attached
Plan and specifications carefully.
Retain this plan for
recommended that Your use and records.
Service you, Your contractor and the Soil It is strongly
Conservation
personnel are in agreement as to how the waste lagoon
is to be constructed_
concerned parties and walksoverrthe site tolexpeet all
all
and markings. It i5 important that eve flags.
expected so that final construction understands what is
cost1shcatio sinnd the job can be certified for plans and
The pad dimensions and payment (if ACP
builder or grades are the best estimate. The
contractor is responsible for design of the pads. SCS and
personnel will assfinal layout
capacity, as its ist in a major concern is
construction of the waste treatment lagoon. limited
The actual amount Proper design and
vary from the estimates -
cuts required for pads and dam may
cuts and fills as close as Possible. If additional material is
design will attempt to balance
required after construction is complete on the
contractor and owner will negotiate on the lagoon, the
Of the borrow area. price and location
it should be noted that certification of the lagoon will depend
Upon all specifications being met. Important items include
length, width, depth,
elevations (top, boto, discharge Pipes),soil
andaseedin�. Correct
9
ARE CULTURAL RESOURCES
EVIDENT?
DESIGN REQUIREMENT:
YES
-----
NO X
148844 cu.ft =
---------
5513
-----
cu.yds.
ESTIMATE
OF
EXCAVATION:
-
140697 cu.ft -
--------- -
5212
cu.yds.
ESTIMATE
OF
PAD:
---------
--------- cu.ft =
1915
cu.yds.
ESTIMATE
OF
DIKE:
ESTIMATE
OF
MATERIAL FOR
1908.9 cu.ft =
------------------
707
cu.yds.
SANDY-CLAY LINER: -
ESTIMATE
OF
TOPSOIL REQUIRED:
-------8-
cu.yds
=
178
cu.yds.
Ratio
1.9 1
---------,
Job Class
II
---
Total Excavation =
__---5212
cu.yds.
Designed By
Design Approval
WARREN&BARWICK
------------------
11-17-94
Date
Date

Operator:KEITH TEW County: SAMPSON Date: 11/17/94
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
3200 head (wean to feeder)
Describe other :
x 1417 lbs.
x 522
lbs. _
x 135
lbs. _
x 433
lbs. _
x 30
lbs. _
1300 feet
0
lbs
0
lbs
0
lbs
0
lbs
96000
lbs
- 0
lbs
Totai Average Live Weig t = 96000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed
Volume = At Owners Request. Sludge Will
0 cubic -feet Be Removed As Needed.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 180.0
Inside top width (feet)--------------------- 140.0
Top of dike elevation (feet)----------------50.0
Bottom of lagoon elevation (feet)------------ 38.0
Freeboard (feet)----------------------
----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1
SS/SIDE2
LENGTH
WIDTH DEPTH
3.0 3.0 3.0
3.0
174.0
134.0 11.0
AREA OF TOP
LENGTH * WIDTH =
174.0 134.0
23316
(AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
108.0 68.0
734.4
(AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
141.0 101.0
56964
(AREA OF
MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23316.0 56964.0 7344.0 1.8
Total Designed Volume Available = 160644 CU. FZ

5. TEMPORARy STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
180.0 140.0 25200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25200.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 96000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush system
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallo
Volume = 0.0 cubic feet per C
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amouni
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 14700.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 14700.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5D. 14700 cubic feet MAR �`� ����
14700 cubic feet
TOTAL 52844 cubic feet

Q
SUMMARY
7.
Temporary storage period____________________> Rainfall in
excess of evaporation=====______>
25
180
year - 24 hour rainfall====______________>
Freeboard=====_____________-----__
7.0
7.0
Side slopes___________________________>
1.0
Inside top length________'
Inside top width=====__________________
0.0
140.0
=>
Top of dike elevat - ---_-__-____'
ion_______________________>
14o.a
Bottom of lagoon'elevation__________________>
50.0
Total required volume=====________
38.0
__
Actual design volume____________________________>
1 44
Seasonal high watertable elevation (SHWT)===�
Stop
160644
06
44.0
pumping elev.____________
Must be > or = to>
the S
Must be
^el.=>
46.3
> or = to min.r�eq.etpetment
Required minimum treatment volume=====_____=
44.0
44.0
Volume at stop pumping elevation=====_______>
Start
96000
pumping
104191
________>
Must be at bottom of f
48.3
I— 0ard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 145944
Volume at start pumping elevation=====______
44771
Required volume to be pumped=====___________> > 138144
__
Actual volume to be pumped=====____________=40581
Min. thickness of soil liner when required==> 01.8
DESIGNED BY:
DATE:
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
Cu. ft.
cu. ft.
feet
Cu. ft.
cu. ft.
cu. ft.
Cu. ft.
feet
BARWICK & WARREN APPROVED BY: ( j �
11/11/94 DATE: 5,-
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
/19

I 1F
mow co if„ w Am Rmp"
ORO GM 40�
A- -W- 4mm Ulm
SIAM in,

��oft
`r"'�.
tit Ma -"'� i ■■d
■■id nomb., sssa} M ais —=rt ~ r ' _
r- Aft owd car■ � � am* �r
MLAC ;� � iA a+Mrw W •salt
CL - Clwo It lw is Sir #wr are lsyry slit ou -slit iwN
of - tic claps of WO � i4 ct . c1q �■
A . cJr�eit 6" tY aicl - sihp cloy laao
OL-Orlirate ;�ilta OW s Be, - swY CwY I*=
ky clays, low Pla.atwity WC.ail clo
0!i_-0hssidelars. �•dsna� to hi@k Psasti¢itY c-CLOY Y .
L.. &Nib" mw&Tor ai fogs awboAko "" is araitabia
EM YK �`' Eio tbfwr wrw. wrw aw an a1wR •
=w sum G1M �I1
�r . ZIRT l#&ram, Troy
ICON Dtl==� I ��_� Am.�
UM11ICGTICIw" �TARZAU An
CarIF1c1!?z=.-;>l� �1itD� Z�+' nu mil[
"LM AT is TM or
i�lCllSCITI ,: r•r�a .. ?fir L Asow Mr Mon
A _ oum M2= s gam ■ caahcm
c..
4

UNITED STATES
DEPARTMENT OF SOIL
AZRICULTURE COOSERVATION
SENVICT
------------------------------------------------------------
WASTE MANAGEMENT- FACILITY SITE EVALUATION
GENERAL INFORD ATION'
------------------------
------------------------
------------------------
------------------------
TELEPHCNE-------------------
---- 3n----
------------------
------------------
S-?E 0PEP=:::0N- -N-QF.SEQ��
------------
- - -
I LOCATIOa' DaTA
- - - - - - - - -
DISTANCE FROM NEAREST RESIDENICE NOT OWNED BY
PRODUCER j'AQ-FT.
'
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES___--
If
1/
1+ yes, scs oaasot provif : wMistam��
NO ----
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE-
j PERENNIAL STREAM?
j
If no, site mast be relocated. YES-----
NO-
j iS SITE WITHIN 1 MILE ZONING JURISDICTION
OF A MUNICIPALITY?
✓
_ _ Ij
If Yss• laadmw-5ar should cosault with local soain board '
about required
permits. Peraits must be oDtainedg
to design approval, prior
r
Are utilities in construction area? _
! If Yes, see Part 503
_
of the pational XiQlaeeriA
and follow policy.
manual
1
(Copies of maps or other raferance mataziais'may
attached to site
be I
evaluation.)
Page 1
0

WETLANDS _ ---- — - — — —
I WILL SITE INVOLVE CLEARING WOODLAND OR ANY
j NON -CROPLAND? V
If YBs, producer must complete a Form AD- : NO----
i WILL ACTION RESULT IN SWAMPg,STING?
-T: At:^� !- No ----
I F :'�� uJ ARE Itj, O, rD YES
i'RODUCE . IT IS THE RESPOt;SIBILITY OF THE
P TO CONTAC THE US AFLMY CORP OF ENGiIrEERS AND THE
DIVISION OF E*v't✓iRONME :TAL MANAGEMENT TO DETER3.:iNE IF
ADDITICNAL PE tRYITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTER --"!)UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
i US ARMY .CORP OF ENGINEERS D -?
?•ANAGr �, AND NC DI,TSION OF E*iVIROPIM=:`
M...;T.
(A COPY of AD-:026 and CPA-026 should be attached to
site evaluation.)
OTHER ENVIRON-MENTAL FACTORS
IS =-ti �Fi"'OEP D A."ID/n,•R THREATENED
SP_SPRESEN:? iv__
i __A!
r `'-S----
IS A DESIGNATED V= TyYZ_AS!-SIC LP= �• Tx2C�T.��» Tyr
I PLANNING AREA
NO-_-_
Ttr^
Ot�, ILL PLANNED, ACTIONS. IMPACT ON
ADJACENT I ATTJrRAL SCENIC AREA?
AN~ �
i IS AN CHAEOLOGICAL OR HISTORICAL E SIT.,
Y..s____
NO----
1 PLANNED AREA?
LOCATED
TED
IN THE
ARE THERE PRIME LTNT_ r T� _ ,. T
ELT-, J-A." OR
YES--`-
NO—�
.-.'JCALI Y IMPORTANT
FARMLANDS IN T%E OPERATING UNIT? Y£S-
`
ION
ACT R£SLLT IN SODBUSTING?
Y?S----
NO ----
NO-
If yes to any of these questions, refer
for policy sources. The
to form NC-CPA-26
form does not need
i campleted.
to be
ODOR CONTROL
...•.. J:.OR CONTROLBrE.V ^.SCUSS
`-^ WITH
........ PREDO?�' y' i+I
T :ND
• • • • • • • •PODS►�--' FDIRECTION?DIRECTOA+?
A.+S_ON OF TRE'ATME
Y: 7--�-
No----
;�
%for ^ tZOTA OU F.7. LPW'R S T
,.. _
•t±_T
. r. ARviNG LtiGG:,*I rH r:)^
"E
i
;
W. TER TO AT Ly:zS.,.r I.2 OF Tarr
7
�*
GOOD SiU�:-, J'v.1t^.'.1':z'N7 It v
NO---- i
LAID :�P?:I_aTIO`; 0. WASTE?
YES----
NG----
aOe 2

DGES tAQpL]Ci,R OW
---
APPLY Wi1STV L-4" 7.0 POOPULY LAND
v £S-e-'--
NO----
If. N0, DOES PROOL'CER HAVE ACCESS TO 1
iNORE LAND?
I F LAND IS NO:' OWNED By PROS ,• -AN PRODUCER CET AGREEMENT ON ER,
ON WHICH -TO APPLY WASTE? LA
(Attach wastad utilisation Plan to YES----
si�: evaluation.)
SOIL IMVJMT1GATIO2t VALID OX.LY IF
SHEET ATTAC][ED
=S SOT" SUITABLE_
IS A SLAY r Tu FORLAGOON?
I - �` ER xfiQLIREO?
I;,S, �3 CLAY A:', I LABLE
A CORE TRENCH REQUIRED?
i 4Attach soil i,&v6stigat,on shot `
SITE APPROVED
YES----- NO------
30±;, ;IdVESTIGJkTjpW
'ES------✓--
YES----J-y
a sits evaluation.) I
ComCI:'IONAL-------- '
i
COMMEN'"S-------------
------------------------------------------------
CON,^',r-.<,-,ZNVES;IGA':'i0N :S V -:^ _____------ '
S _ R.:.... ON Op Ar D AS ;TONG T r
r LAGOON --OmT:N::ES IN R AS N.E D£S_:.N AN
P•.R�O,.. L''dD'vE ^E;.A,'rS OR REASONABLE T' ,
THAT �"'E hES-.ANC ^
.HA. S:. l' :IXT r Y IN ..ONS. ^:'ION MA°r
-I BE �NVA):.IOATF:.
E2' --
(/ Y ---DATE-
Pa-,ge 3

-7—
AN
.... . . . . . .
77—
f
dv— e
rl
n
'J

J
............
Z7
es
__j 1317
1318
Uli
P0
A,
"Qu 110,
Flo
5� 610
25
13 IS
- V1
ip 125 11 %1,1151-
73
Ch
-x,
t �/ �.` , ` - ! .-\ i �`_,!: 1 - k��,e'', - / . \,,`'" �\
j 21�
44
Cern�
%
27130,,
IB INVEIEF'M,75 17U&
lzwlvmw 735 25, 739
MN
SCALE 1:24 000
w MILES
I I 50M
26 MRS_NX 7- -M, BOBOiEET =�
­--, 9000 lacco
-0 KILOMETERS
N
0 ETERS low
40 1986 MAGNETIC MOM CONTOUR WERVALS FEECwT 2000
A
1 NATIOK& GBODE-M VE"ICAL DAUM
AT CENTER OF SfjM
TM MAp COMIES Wrnj NAMOML MW ACaJRACY STANDARDS
FOR "M By U. S. GEOLOGICAL WRVEV. RESTON, VUW JtDS
'MIA 22092
A FOLDER DESCRMING TopOGRApHC MAPS AND
SYMMM IS AVAMABLE ON REQUMT

ZONE A
z�_
ZONE X
CK
%
H
I
at�
ZONE X

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME:
Date: 1 _c,_qr
county:
Address:
Nr
O f
i TN
SIDE 8UPE —To 1
!
AYE. TV $EY. !
♦ 1
! J
Ave. scrim EIEY. I
(Son bwk for votun cstout"Jem)
Use of facility:
Capacity:
Soil Type:
lLl i i A Descr Dtlts�f I -7 - 7 n r�.. .. .
Bottom MMU
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Storm Storage
Crest $SW
Max.Flown Depth
Freeboard
Top of Dam
81ev._ -
ft
Bl�v. AR
n
+�
Ft.
El�v.
(+�
Ft.
N
Ft.
Elev.-�
-

C
PILL !
svwAc,E GROU-T) 1
T 1
�AMOY NATERIAL VARIA111,E 1
MB' CLAY I 1
FEET THICle
CLAY LINER 0'
SA C CLAY -CLAY
TYPICAL CROS&._SgCtION OF
L4000N ODNSTRUCTION WITH
'ARTIAL'CLAY LINER
r THICK CLAY
(MINIMMI)
o
EXCAVATE THIIB'AREA AND
BACKFILL WIT11 CLAY
FILL
Va2ACE (MOOD
,r VARIABLE SANDY
MAT8x2AI,
NU CLAY
r
/,g'' FEET THICK
EXCAVATE C.I.AY LINER
SANDY CLAY -CLAY
v
►MITIONAL'EXCAVATION RUE TO LINER;
AVB+RACE DEPTH TO CLAY yo
---��X L FEET THICK X DISTANCE � a 30 y
cuI3IC FEET = 8 5
�: IA#�1 AREAS OF UNSUITABLE MATERIAL ARE E ---_ cUsic
FEET BELOWAREAS GRADE, BAAKFILLED ►IA C� TEB YITH A ST APPROVED
CUBIC FEET/CUBIC YARDS
' �Y WILL QED TO BE EXCAVATED A MINIlgX►! OF
. EI1 MATERIAL (SC, CL, CH).

Confinment Bijibiillp
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width
.11
. I.,�� Pipe (i'(,rda to be ad04u4tely
suppor. t e,l )
J
0
Settled Top Elevation 50.0
Pipe invert Elevation
8, 3
ss 3 Ss 3 °;� ss 3 =L
TREATMENT
�1 LAGOON iF
't Depth = f'
Bottom $levation.U.0
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY WINERE BE

w.�rw •
wr�w rAw■IYa# rw
iNa�aa ■ R`■■■w■Ar#p #�■/##itli:w#*wswwrwAtlAa ils�r ryr
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! L:imme"W#i�Ai■7 ;*^ ■■! as a ■ +I ■ ■ !■ ■��■a ■aala!#!��l�fiM■!!Y!!■
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man
is■ii
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i
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I

U. S. Department of Agriculture
Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner KEITH TEW
Community or Group No.
Estimated Depth of Water to Top of Dam
Date of Field Hazard Investigation
NC-ENG-34
September 1980
File Code:. 210
County SAMPSON
Conservation Plan No.
Ft. Length of Flood Pool Ft.
Evaluation by reach of flood plain downstream to the. point of estimated minor effect
from sudden dam failure.
• Est. Elev. st. evatjon
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements : Above :Floodwater Above
: Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
1 200
WOODLAND NONE ,
2
3 ,
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach -A sudden failure of structure will ngt_endancer
life or damage public transportation. LOCATED APPROX. 300' FROM WHITEOAK BRANCH
AND 500' TO SR 1315
Hazard Classification of Dam (a,.b, c) (see NEM-Part 520.21) A
Dam Classification (I, II, III, IV, V) II
By JASON TURNER DIST. TECH. Date 1-�
name title
Concurred By 4
�� Date �—
name tl e - ---L
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

sPEcrFI�ATIONs F
OR
F ' CONSr
OVNDOrI _ R�Crrb
�N pREAgRgT7b ` N OF WASTE TR SHEET Y OF
T - _ N: _ _ EgTMENT
he found � - - _ _LAGOON'
clear ation `
th Isfact rOf treeSrelOOf the lgs st a _
on
Iae d dike and and IPad t on wi I p bo root embankment and
t09oon ember pad are ea shouls.d a made of rush, boubuildin
Placing theent and After sbt straPPeall debr.i ders7 Sod
Patt shall
EXCp first I • uildin9 t iPpiR d and s.t s- The and r.ubb• be
CATION AND lift of fi Pad all 9,bethe fOundai i ledon. fo �sOI l fro h.
Th EARTHFin
ILL PLgC material to get; I area ofe on
Qrade°mPIeted - - EMENTti get a good bo d ed Prior
be free and e I e xca vat ion
�'
Rd.
6 of vatiand
Inches material°ns shown earthfill
they are In dame such as on the Shall
Shall Suit abl tern an sod Plans . confor
inches be able
e' ek°a v other Qb ro°t s� fro Earth fi I l to the lines
will been thickne5P in aPPrd materia�tionableen soil Saterial I
equipment Mpacted s when Io°xlmatel is can be material tones ov hall
Compaction standa �COmPlete coseand Friorizpntal used as fill ° the ext
NOTcOns0lid Will be co tamPin °vera9e to com aY. not The fillnt
SECT
SpEC7gto the Rod�red acie ter of- the haul on. Ea h ex�eed9
ins t N bF THIS L REQUI nt that 4uat a when er equi vaI n9 and Spread.
layer
exca at led usI 9 the ION FOR Pttlement fell maternt methoding
settlem Ions. Co he more imblV- ThetACEMENT OF not readal IS °bser
capac ent. Dikes
Pervio embank LINE IIY de ved
Dam ItY of 10 Ikes Over, on °f fi us mate�•ment °f RS IN TH tectible.
frOm the Laacre`faet 15 feet i 1 heights al S from the Iagoo� LINER
Precau a the
constructed hei 9hts de fall 19nde and with nclude Sulredsh all be
er0si°n Ions shall 9ht t° the as the ,luri n ImpouPdemrcent For
LINER' and sedime tent
eattakerl durlon.ing d°wnstream toeffe?encetln eof the NC
THE MINIMUAf RE in
t0 Pr Of the dikeleyation
NOTE
_ ev
7' _ IREb THICKNE ant exce5siv
e
=NCOUNTER., ,rvvEST GATRO 1pARTIgL _ _ - - S'-'HgLL B
N REP OR FULL) ' E I' 8 ft.
r r NCL DED DU
RT NG CON$T R ND I CA TES E REQV I RED WHEN
`
avat ea s o f un HE DESIGN WHEN l I Aj O YAICAI bN UI ABLE pT TACHED
cr Pendi d below r ui tabl a ER' ARE RE RQ'' SECTION SOILS
cular ,Ini matey- QVI ION IS
�.$Pecifie t0 the
grade Ial are RED gy T OF THE LINER
NS D R, THE SQ grade fwi t sh gradethe sP c f . ered2 HE SOIL' REPO
h he ie de th Y w_
ERATIONS_ ILS INVESTIGATIpN aPProved°undat i on h as mess I be Over,-
et- T.
INFORMATIONti7al (ie1I CL ba kfiIIe
PLAN' FoRCS CEHeZgL d

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

i
USDA -SOIL CONSERVATION SERVICE
303-D EAST ROWAN STREET
CLINTON-- NORTH CAROLINA 28328 UNITED STATES
PHONE [phone] DEPARTMENT OF
--------------------------------- AGRICULTURE
Mr. Theldon R. Tew - ----------------------------------
Rt 6, Box 275---------
Clinton, NC 28328
Dear Mr. Tew:
Please find attached Form t needed) for the tracts SCS—CPA-026 and SCS—CPA—
Land and you reported to ASCS ;,,Then 026A continuation sheet +
Wetland Conservation Certification. you completed a Highl
incomplete in wooded areas and unnumbered field nati Er°di!
alteringWetland determination
Failure tohese areas for s- Before clearing,may
do so any use, contact ASCS and complete a new draining
the 4and could result in loss of eligibility
you farm• Each for USDA benefits rm AfforOa
classification. The following
has a Symbol on
g symbols a it which represents i.
apply to your farm:
W — Wetlands--clearnin
gr draining or altering these areas to make
Possible the
conversion which Plasting of a commodity crop will result in wetland
-
would make you ineligible PC Programs, Bible for most USDA
Prior Converted Wetlands__
by the wetland conservationan be cropped and are not affected
not abandoned (not Provisions as long rs the field is
successive years).
cropping historyareas of hydric soils that do not have a
December 23s 1 between 1981-1985 and/or were converted since
will result in 3a 5 Growing annual!
was cropped 1 oss of USDA program pbenef its raps on this land
Peed between 1981-1985 If this land
with ASCS to remain eligible ' You must establish a
CWNA — Converted Wetland--Non—Agri9lbie for USDA crop history
Nov. 2e, cultural program benefits.
1990 for non_ Use —Wetlands converted after
be reviewed annual! agricultural purpoSeS. These tracts will
agricultural Y and will lose their exemption if
NW Not Wetland —_activity fails or land becomes idle. the non—
N — Not Wetland-- areas that do not contain wetland.
UN — Un Numbered or Highly Erodible
We have made ever
You feel Y effort to make this determination as fair as
the determination is incorrect
appeal must he in writing s you have Possible, but if
have been incorrect) g and must state the reasons whys right to aPPeal.
receipt Y determined. The Y You believe The
P of this determination. appeal must your fields
be made within 45 days of
Sincerely,
Howard L. Hobson
A ttachments District Conservationist
cc: ASCS

� f +
11;114-• v:'bA t,Stl 1E�dMerYtc
1. 1'TPR�llf�t NORTH "�M. 37 2. Coto
5. ADAVM -
THRM RAY TEii
RR 6 BOX 275
CLINTON, NC amggM
DATE: 07-07-93
PAGE: i
-- _- . 't. aQ Ter. z�o-sZ-78r
{9f91 5b4�4577 6' Mff amm WE i ADDRESS TELFp}iK
SAM = COMM ASCS OFFICE (9f9) 592-4791
383A EAST RNM ST.
CLINT0N NC 28-472i
7. Circle each tract for vhich a 'YES' answer ' applies
i tt;art� feted b roduce
on AD-i826. (OP - �li� � the tract for Reis i6, if, i2, OR 13
Operator, Oil = Omer, 00 = per. -Operator).
FARM OP4 TRACT tItOPLM,�,�i
NO ON/ NO
00
PHOWGRID
10070
OP
3232
15.i
ELLIOTT TEW
1O070
00
3240
24.3
THEM Gii/3C
RAY
10070
OP
3791
WW Gf2!'}.A
18878
OP
3793
19.8
YILLIE T GW M HEIRS BY H S GRAHGi2/3C
Q. You are recorded as a tenant or sharecropper on the fare numberlisted below.
s
Please specify the tracts that apply to you by completing items (a) and (b).
-SCS M78 MINATIW-
8. 9. i8. if.
HEL 027 AM Vetland
N N N
N N N
N N H
N N N Y
(a) Circle 'YES' or 'NO' in the 'FARMING INTEREST' col
farming interest in the tract. The HELL and TIC pran beside each Tract number heloaa to indicate wi•re#.i`4e� you have a
ovisions will apply to all land in which you have a farms interest.
'YES' answer t
tb> If airy o questions i8,i A Z or 13 on AD-i826 applies to your land listed belt , circle
the applicable tract in the 'Tract No, colaan.
FARM TRACT FARMING GtWLAND UMM
NO NO INTEREST
PH 70MID
3
3227
NO -YES
53.8
4VIE B DIXON
3
3227
NO -YES
53.8
EN G DIXON
Gi2/iA
3
3228
NO -YES
13.6
.MIE B DIM
WAA
3
3228
NO -YES
i3.6
EDNA G DIXON
Gi2/iA
187
3234
NO -YES
18.6
MODRIC TEN
G12/iA
187
3235
NO -YES
6.4
NWIC TEY
Gif/2C
1430
&52
NO -YES
27.0
ROMT L STRICKLAND
Gi2/iA
1438
3253
NO -YES
43.9
ROBERT L STRICKLAND
Fi2/2A
1438
3254
Np-YES
8.4
ROBERT L STRICKLAND
Fi2/34
7772
94M
NO -YES
9.9
RAYFORD Y CR<Rf a
G14/3A
iOiri
3i82
NO -YES
f9.8
,1pF�$iY fEST SPELL
Hit/iC
18185
3.39
NO -YES
9.4
MARY B TEN
G18/2B
18i85
3241
ND -YES'
22.0
GRM TEW
Gi2/2A
10185
3,M
NO --YES
i8.6
WITON KEDEIPEGGY CADAOAS TRU
G12/2A
iOf85
3286
NO -YES
27.2
BERNICE MCL M
Gi2/iA
cis/iB
MORE F'AGES
S'CS MTEMTIONS-
a.
9,
i8. if.
HEL 827
A027 Wetland
N
N
N
N
N
N
N
N
N Y
N
N
N Y
N
N
N
N
N
N
N
N
N
N
N
N Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

.. r ��
��
..� S'u T�! �{ � -. i f � atop �.tl. `
t.\.:�. _ ��� by . i - '�.
` x`�� f �f
.� ,� �- � .
- t.
� _ �.
�� - � ± _ -.
�~ . ��
� � �+ �,�,
��� � �r �ti
�,�+
- � � m
�: � - '`�'
-
� �
F � ��.
- �, - s �.5
� .�� �� w�
��� - _ .� � __.. K .
i _
J + t 1i� _.
. �.�
_� �.

■-r
MEL
, a
46
�V�,
io _4
iv
WPM,
dip'.
6-m

- :mot MIGHLY ERODWJ
V W C)AMWEnAM
•
CONSERVATIoN (wC) C
lift ERTIFICAMON
-91a VIM I
VI
Do-
Off-Madied 6A(s) list an your- VES
SCE- deftminations?. farming interests by -county, and shoi%� current
lf'NO" 'C0RWCtYvur-CMoVjASCS Offlce before.
Are �nqedng this
yoF now,appi for. 0
or yclikhave aFmHA insured org�a�e�d loan?
Dgym.joy pA crop contractasyed orp, nnsured.oythe Federal
Insurance Corporation? Crop.
7, Are -you a landlord on any
Imm listed on AD-1026A that will not % in comglianoe With
and WC Provisions?
& -Has a--HMC, exemption been -
aPPmved On- any farms -listed -on -AD-1026A because
landlord refuses to comply? the
9. List here or Own a list of affiliated persons
with farming interests. See reverw for &a
eMlfimadon. Enter "None -
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, or the term of a requested USDA
loan:
10- 'Will You Plant or produce ar agricul :!=�VEB no
R1121 commodity on land for which a highly Crodible
- land determination has not been made?
M Will YOU plant or produce an agricultural commodity on any land that is or was awet area . .....
on which Planting was made possible by draining, dredging, fin I
ing,orlevelingoranyodwr
M=W after' December 23, 1985?
12- Will You. or have you since November 28, 1990, made PMsible the planting of any
-
pasture, agricultural COMEft0dity, or other such crop by: (a) converting an - crop,
y wet arms by V.
draining. dredging, fillin,Leveling, or any other means, or,
(b) improving, modifyin& or.
maintaining. an exrAing nage system?
13- Will YOU convert any wet areas for fish production, trees, vineyards, shrubs, building
construction, or other non-agricultural rose?
C)
If answers- to items-, "YES" for any one of ftse items,
sign and date in item 14 belcrij. -Ckde ft appkable tract -
10, 1, 14 or. ^13 -Dumber On AD-102M. mr fist tract number in itern ojjjvAS- SCSfew d9s AD-1026
to SCS for a determinan. 00 NOT sign in item is urn SCS determinalim'0' ou "NO" for all Of these ites or SCS determinations are complete, complete item 16.
P an L 'D r on
;ro h
d
as
P
Pr
1L Will
0 PIMM
ber Y
12. 7 you
s
YO or
F14. Signature of 'hereby carft that the above Inkwmeon, andme kiformaftn onaMichadAD-1026M6 1&bwMadC0ng0#0M&ba8tofMy
Producer M110-1b�_ and beW.
1 J&
&R*FwralT0S.CS, Entera 4 if a8CSdet'e_ ff nination is needed bwam Date Reftmw SOM11" of ASCS Rep s
(C0M~6yA_qW) -Yes-is
answered in item 10. 11 - 12, or 13. U
NOTE: Before 319MI15 In 119M 16, Read AD-1026 Appendix.
11
' hey earw that VW above k0WVMffQ% Arid Me Infornmaw on RftCftdA&1Q2M-4, ixfto
ftWwW99WdbWkf itismyrOW"mtftfOfib-anow Ail-l=io,.,.,,. AWCWj%WftJbD_beWofMy
qNwavan(s)- in signing this ftrml BISO CWMY Mat I have ranih-ad and wW mj*wy Mychm"Ammy&M*W
16. Signature of AD-14MApp&ndyx wffh 00 cOnlPffame legubvinen& on
Producer 400-
17. Remaft:
am COPY

Sod fibr�tion Service
JtiV'L�'l'{'ViV
(Junta 9t)
HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATlnA!
List highly - - -t ....,..., uns rarm%
en6ie fields that aecardlnn i.. ecr
9- List List highly erodible fields that have been or win be converted for the PrOI
encored in a USCS ds -not used f01 this purpose in any p� �, and,
according to
11. Are there hYdIIII soils on this farm? Yes
12. w D F nto (s) TOTAL AcREs
xkjclhvabandon wetlands. or Fanned Wetlands ( Farmed wetlands Pastore (Fy/p1.
Wt>!� may be farmed under natural con�tions. Farmed -
fated and maintained in the same manner as W and Famed Wetlands ftshrre m be
abarebned. 1' were ro Dumber 23, t 985
is a.c....-__.___, _ 9 as they are not
Pr ageand
, �alteration of prior wetlands that were cor►vertr3Prior to December 23. 1 MSThe
. use,
� invertedcroplandthe area reverts touJiles
wetland as a result of menL am not subject to the wetland conservation pmvisions
14�. ArOfipat Wetlands (A1hh Artificial wetlands includes
to the wetland provisions. n ir> wetlands. These wetlands are not sub
1i Effect Wetlands (MM. -these are to be
at the time the effect deft m ination was made farmed Ong to the rrunimat effect agreenmt
signeId
16. Mitigation yy ands( Welftnds on whin a Person is
actively
cad between December 23.1985and Novert 2$, 1990 rnitigating a Y cropped any or a wetland
17= _ R=--
—• "Jk:=n ("VW -yew). A restored wetland ft November 28,1990. or the Afar" of an Wmitural was in violation as a result of conversion after
IS- Resl3o►a�tion vmWon (RSM. A restored wetlandtland rbrnrertedar betweeJ. n
November 28,19W, on which arc a9ri�+'est c amrrodi der 23,198� and
ty has not been planted.
f� ant wetlands (RPW). Wetlands which are cony erted for rpos
where the wetland values are being replaced at a second $fte. � � other than to increase Production,
20. Good FaMi
Winds (GFw*Year)• Wetlands on which ASCS has deterrnined a cesrored. violation ro be in good fatFn art! the
.•'.,a.' t"vv). wetiards converted after December 23. 1985 and
Year th-1 an agr�ural commodity is Planted on these Conember W Pnar to nber �, 1990. in any
22 e#ands, you win be ineligible for USDA benefits, W (CW}yeah Wetlands converted after No
PrOgrarn benefits until this wetland is restored."M cranberries vem 28, i9J0. You win be ineligible for USDA
Converted Welland Non -Agricultural use (CWNA). Wetlands that are •'---y",aOr building and road cons converted for trees, fish Pn rction, shrubs.
2$- Converted Wetland T traction.
Technical
Error (CWtE). Wetlands that were -
�' - converted as a result of incorrect deternwnation
25- The planned with FSA. akerauun measures on wetlands in fields — -
=- The Planned allegation measures on wetlands in fields
�win cause the area m i. ..,.,,a - ,.----- _ .. --
�= J certify thot dye abme dearminat. is correct and Qde
,11gibi/ily for USDA program ts. and t quatefor use is dettrmirrin�
h^� YriC teYetatinn ..., t brneh, but xettond hwdroiogy, /tydric soik .,..a
~� are erect maintenances and are in compliance
•• .rmmIUMMIMMv 11I.rr twrfd P n _
'/JQ propmn
Or NM SQNq t._.
1. rsysrd to rAmI iCWWI
are not considered to be rn
aintenarm and it

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Keith Tew
Address: 1525 White Oak Rd.
Clinton, NC 28328
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (arnncl
Soil TvnP Slnna °/ ('rnn(cl
County: Sampson
Date: 4/13/2007
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(Inlhrl
An�h-\
T3240,F1
r.
NoA
<5
Row Crops
0.4
.5-1
Pulls 1-4

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Aq Rain Traveller
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Lenoth(ft) (feet) (Inches) at GuntpsiI at reelfpsi) Pattern Comments • Acres oer Pull
F1,H1
0.96
0.27
182
635
235
0.71
60
90
330
3.20
F1,H2
O.96
0.27
180
640
235
0.71
60
90
220
3.20
F1,H3
0.96
0.27
180
856
235
0.71
60
90
220
4.09
F1,H4
0.96
0.27
182
856
235
0.71
60
90
220
4.13
14.62

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (g m)
81
Operating Pressure at Pump (psi)
99.5
Design Precipitation Rate (in/hr)
0.22
Hose Length (feet)
984
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (h)
8.5
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.
90 degree bend
2.94
Dead End
2.083
Tee
1.46
Gate Valve
2.08
45 degree bend
1.58
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas wherepplicable. V
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes

Sheet6
Narrative of Irrigation System Operation
This design is for a 'new' field for this farm. For this reason, SB515 setbacks have been considered. The
producer has obtained waivers on property lines as outlined on the working drawing. These waivers must
be kept up to date for this design to remain valid.
A 3" traveller is used for all pulls. Producer is familiar with startup, winterization, and R&M procedures
for the equipment used. Calibration procedures are provided as a part of this plan.

Sheet7
CALCULATIONS
S rinkler S �ecifications
Sprinkler Type: Nelson 150
Nozzle Size: 0.71 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 81 gpm
Wetted Diameter: 235 feet
Lane S,jacincis
Desired Spacing (%):
70 %
Design Spacing(feet):
164.5 feet
Actual Spacing (feet):
180 feet
Actual Spacing (%):
77 %
A jlication Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.22 in/hr
300 degree arc =
0.27 in/hr
220 degree arc =
0.36 in/hr
180 degree arc =
0.44 in/hr
Traveller SLeed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.75 inches
300 degree arc =
0.96 ft/min
220 degree arc =
1.16 ft/min
180 degree arc =
1.93 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity
should be below 5 feet per second
i
Pipe size:
4 inches
Velocity=
2.07 ft/sec.
�1
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 4
Total distance: 1500 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.39 feet/100 feet
Max. Mainline Loss = 5.9 feet or 2.5 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 30 psi
Elevation head: 0 psi
Mainline loss: 2.5 psi
Suction head and lift: 2.2 psi
5% fitting loss: 4.7 psi
TOTAL(TDH) = 99.5 psi or 229.8 feet
Horsepower Reg uired
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 55 %
Horsepower Required: 8.5 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 2500 feet
Soil Bearing Strength: 1200 feet
End Cap: 2.1 ft2
90 degree elbow: 2.9 ft2
Tee: 1.5 ft2
45 degree elbow: 1.6 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 99.5 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head -Check
Page 2

NPSHA: 21
NPSHR: 6 *from pump curve
If NPSHA>NPSHR OK
Sheet?
Page 3

Width
1
4
Sheet8
ACREAGE CALCULATIONS
Length Start End Stop End Lulll Ac�Field # ;Field Acres
- -- - --
182 635 0.3' 0.25 3.20 ' 1_ 14.62
.80 640 w F-3
0.25 3.20 —
180 856 0.25 4.09 —
182 856 0.25 4.13 _ -
Page 1

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f ,�Y\
cy r` , ,sue' R•`
ok
foo
FIr
FF
•
546,
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(rrrn --f' 1•s�
d.ly x d75
AA]Y
r
rq`"

Wettable Acres Determination Certification
Name of Facility: dam_ ]�^ s Facility Number: - &-z
Owner(s) Name: Phone No: 21 `f - y4 7 7
Mailing Address: (�Z 4I _
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data.Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to.
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name:
Owner Signature: e�. �,, L-j Date:
Technical Specialist Name:
Technical Specialist Signature:
Date:
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC - 7/99
Date:

CERTIFIED ANIMAL WASTE MANAGEMENT PLAN
WETTABLE ACRES WORKSHEET
Farm Name: — _ �` 7 Facility Number:
Manager or Producer _ re w✓ Phone # fIO
Technical Specialist: . CA S 9, )R4'wI d Phone #
Facility Contact: l (, `f"� Phone # 9/a _S� �'S`,S'�, -7
Mailing Address:
Was farm sited for animals prior to 10/1/95: Ye ! No
If No, date farm sited for animals:
Irrigation System T%'ne
(Check all that apply)
Stationary sprinkler with permanent pipe
Stationary sprinkler with portable pipe
Stationary gun with permanent pipe
Stationary gun with portable pipe
Center -pivot system
Linear -move system
✓ Hose drag traveler
Acres calculated should correspond to that shown in the Waste Utilization Plan and
Form IRR-2.
To the best of my knowledge, this worksheet(s) and map(s) provides an accurate
representation of the system used to irrigate the animal waste generated by this operation.
Signature (Manager or Producer) Date

Irrigated Acreage Determination Procedures
.for Wastewater Application Equipment
Hard Hose Yravefing Gun System
FIELD DATA WDRKSHEET*
1. Make and model number A e i
2. Hose length 9 ) d [feet] and hose inside diameter (ID) .2, SD [inch]
3. Gun make and model number
4. Gun nozzle size _ [inch], i7l 2 ring orifice, _ taper bore orifice
5. Gun arc angle [degrees]
6. Travel lane spacing [feet]. Indicate whether uniform or random.
Number of exterior hydrants . Number of interior hydrants
7. Gun wetted diameter ?V [feet]. ✓measured or based on gun chart.
8. Gun pressure ^� [psi] ✓ observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel [psi]. observed at working gauge or
provided by owner.
**10. Supply line size _ . _ [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type .__ .. PVC or . _ _ aluminum
**13. Pump make and model number
**14. Pump capacity _ [gpm]
**15. Engine make and model number
or
**16. Electric motor horsepower and rpm _ [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
*** Information furnished by
a&n " and/or
Signature Hof owner or facility representative
�&e
Printed name of owner, or facility representative
Date / D — /,V— d?
Signature of technical specialist
Printed name of technical specialist
Date
*** Only the person or people collecting the data should sign the Field Data NVorksheet.
9
M

irrigated Acreage Determination Procedures
for Wastewater Application Equipment
ii-iard Hose Traveling Gun System
FIELD DATA le,JOR (SHEET*
I. Make and model number _ [ f', �,� ; �� C /7. —
2. Hose length 5-7 J� [feet] and hose inside diameter (ID) 6'.' .:`° w[inch]
3. Gun make and model number
4. Gun nozzle size [inch], _ ring orifice, taper bore orifice
S. Gun arc angle 3 4 D [degrees]
6. Travel lane spacing [feet]. Indicate whether uniform or random.
Number of exterior hydrants _ . Number of interior hydrants
7. Gun wetted diameter :70_ [feet]. A!!"' -measured or based on gun chart.
8. Gun pressure yQ [psi] '' , LZ observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel [psi]. observed at working gauge or
provided by owner.
**10. Supply line size [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum
** 13. Pump make and model number
**14. Pump capacity [gpm]
**15. Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] _ _ [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
*** Information furnished by
`�-
~�' and/or
Signature Jof owner or facility representative Signature of technical specialist
Printed name of owner or facility representative Printed name of technical specialist
Date _ '' 9 "-11.7-- ` 0 / Date
*** Only the person or people collecting the data should sign the Field Date Worksheet.
74
Li

q 1
3 x.Yc)
.O-n
ii yf�`�a
WETTABLE ACREAGE
SUMMARY SHEET
K & T FARMS 82-622
TRACT PULL EFFECT. WETTED LANE GUN
FIELD PULL LENGTH WIDTH DIA. SPACING PSI START MIDDLE END ACRES
1
900
192.5
220
165
60
0.4
3.98
0
4.38
•
F3241
3240/2
3240/3
3240/3
3240/3
3240/3
2
3
1
2
5B
6
7A
7B
7C
900
900
320
380
225
90
440
350
225
165
82.5
192.5
192.5
63
631
63
63
63
220
110
220
220
70
70
70
70
70
165
165
165
165
0
060
56
56
56
60
60
60
60
60
60
60
60
0.37
0.19
0.4
0.4
0.08
0.08
0.09
0.08
0.09
3.41
1.7
1.41
1.68
0.33
0.13
0.64
0.45
0.33
0.08
0.08
0.09
0.08
0.09
3.78
1.89
1.81
2.08
0.49
0.29
0.82
0.61
0.51
0
0
0
0
0
0
0
0
0
0
0
0
T_1_1
I Uldl /11:1 eS_

(Mulizpie worksheets may be needed)
Hard Hose Traveling Gun System
COk"PUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
L Farm number (identification) (.� � -
— Field number (identification) T 3 �/ �,� ���
2. Irrigation system designation ✓ Existing irrigations stem
3. Number of travel lanes New/expanded irrigation system
--r,_ # Interior lanes / # Exterior lanes
feet) Length of pull(L1)
# Interior lanes # Exterior lanes
# Interior lanes [feet] Length of pull(L2)
4. Wetted diameter # Exterior lanes [feet] Length of pull(L3)
�.20_ [feet] from Field Data Worksheet
5. Spacing S' Hydrant spacing [feet)
6. Hydrant layout_ [as a percentage of wetted diameter]
Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and colu
based on pattern, spacing, and travel lane location. mn
Travel lane length (L,F`' Interior or
✓Exterior (lane/hydrant)
• 9'0 (a) Acres start end of pull from Table 7 — Column _ _Q
(b) Acres middle portion of pull (Ll)
[Pull length_ f [feet] X Wetted width(4•2S'
(c) Acres stop end of pull from Table [feet]} / 43,560
!� - - - -column
l • Total acres for travel lane leng
th (L1) (Sum: a + b + c)
Travel lane length (L-) ✓ Interior or
3, a Exterior (lane/hydrant)
Acres start end of pull from Table ZI75— Column
3.0 I (b) Acres middle portion of pull (L2)
[Pull length O [feet] X Wetted width [feet]} / 43,560
(c) Acres stop end of pull from Table
3.70p - _column _ _
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, Z1nterior oz
Exterior (lane/hydrant)
u 3 A (a) Acres start end of pull from Table � �S_ Column G'
C/re to- 7 b (b) Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width ff2-5
(c) Acres stop end of pull from Table [feet]} / 43,560
Column
Total acres for travel lane length (L3) (Sum: a + b + c
r
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
n-2 3 k Y_. _3V (a) Acres per travel lane length (LI) X # Lanes
7- 3zy/� 3.7K (b) Acres per travel lane length (L2) X # Lanes = - - Acres
7-?2Yl g.2 1 0 (c) Acres per travel lane length (L3) X # Lanes = - Acres
�a14F'JIJs _ _ _ Acres
�TT-AL Total CAWMP Wettable acres for field Sum:
( 8a+8b+8c)
Wettable Acre Computational Worksheet Completed by:
mate:
Signature of technical specialist
%.S

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL AL IAri'ORKSHEET
1. Farm number (identification) Field Irrigation system designation ✓ Field number (identification)
gn Existing irrigation system New/expanded irrigation system
3. Number of travel lanes �' #Interior lanes .� # Exterioz lanes Vaite.r feet] Length of pull(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter ;� [feet] from Field Data Worksheet Ito
5. Spacing 14 Hydrant spacing [feet] S� Dv [as� percentage of wetted diameter]
6. Hydrant layout -""multiple hydrants Sin le hydrant 7, Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-) Interior or `Exterior (lane/hydrant)
l�
(a) Acres start end of pull from Table � 75 Column �
�_ •eyll (b) Acres middle portion of pull (L1)
{Pull length [feet] X Wetted width IPS" [feet]} / 43,560
/ (c) Acres stop end of pull from Table Column _
/ • Total acres for travel lane leng
th (1,1) (Sum; a + b + c)
Travel lane length (L, _`t Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table ?S
. Column
K(b) Acres middle portion of pull (L2)
{Pulllen � gth.,f4 [feet] X Wetted width /X*2S [feet]} / 43,560
(c) Acres stop end of pull from Table _ _ Column
Total acres for travel lane length (L2) (Sum; a + b + c)
Travel lane length (L-) Interior or ✓ Exterior (lane/hydrant) 6,'-5 << la a e
0-.5- 6 . D 8 (a) Acres start end of pull from Table G yD 4
Column
(b) Acres middle portion of ull (L3
{Pull length [feet] X Wetted width 3 [feet]} / 43,560
Acres stop end of pull from Table f) +- Column
( Total acres for travel lane length (L3) (Sum; a + b + c) Reel i�lrodS al
r
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres pet travel lane length (Li) X # Lanes
0� (b) Acres per travel lane length L2 Acres
( ) X # Lanes = Acres
P f 1 (c) Acres •per travel lane length (L3) X # Lanes =
_Acres
Total CAWW wettable acres for field (Sum: 8a + 8b + 8 c)
Wettable Acre Computational Worksheet• Completed by: I
IDate:
Signature of technical specialist
R
v'

(Plultiple worksheets may be needed)
Hard Hose Traveling Gun SMrstenrn
COMPUTATIONAL WORKSHEE C
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) _ � ��,2 Field number (identification)f 3 l
2. Irrigation system designation ✓
Existing irrigation system New/expanded irrigation system
3. Number of travel lanes �� #Interior lanes o� #Exterior lanes J�c�� feet] Length of pull(L1)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter --0 [feet] from Field Data Worksheet
S. Spacing _C(_ Hydrant spacing [feet] �t� [as a percentage of wetted diameter]
6. Hydrant layout _Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-) Interior or _Z Exterior (lane/hydrant)
(a) Acres start end of pull from Table a-'� Column
3 (b) Acres middle portion of pull (LI) r� 7D 9a%
[Pull length 94 [feet] X Wetted width �33 [feet]} / 43,560
(c) Acres stop end of pull from Table E Mt Column_�
a p Total acres for travel lane length (Ll) (Sum: a + b + c)
!_ Travel lane length (L-) Interior or ZExterior (lane/hydrant)
7 / . 0 i (a) Acres start end of pull from Table - -t ]s Column i3
(0 (b) Acres middle portion of pull (L2) 70/,2 7 3 .- A-,2 �' 6
[Pull length_ [feet] X Wetted width (o 2 [feet]} / 43,560
9 (c) Acres stop end of pull from Table CIE 75-Column _
Q A- Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L-) �nterior or Exterior (lane/hydrant) .414 7 _ 0 9 (a) Acres start end of pull from Table t�.f Column
S (b) Acres middle portion of pull (L3)
[Pull length 30 [feet] X Wetted width 6_ [feet]} / 43,560
0 ? (c) Acres stop end of pull from Table C Z 7 S Column .6 _L 41 Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
_2 q (a) Acres per travel lane length (Ll) X # Lanes = Acres
9 (b) Acres per travel lane length (L2) X # Lanes = Acres
(OIf (c) Acres per travel lane length (L3) X #Lanes = _ _ _Acres
1jmL: /' i � Total CAUW `,gettable acres for field (Sum: 8a + 8b + 8c)
W
Reel T�t�awS Q
3 G 6 ` Pt /ae,,
enable Acre Computational Worksheet Completed b
• Date:
Signature of technical specialist
�S

(hb ultiple worksheets may be needed) HARD HOSE TRAVELER �-
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
a
COmPUTATiONAL `vvORKSHEET
1. Farm number (identification) Z - .�. Field number (identification) :Ztf' 3 1' :�12 Vd
2. Irrigation system designation ✓Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes , # Exterior lanes feet] Length of pull(Ll)
# Interior lanes # Exterior lanes [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
4. Wetted diameter -?Q [feet] from Field Data Worksheet
5. Spacing 5_ Hydrant spacing [feet] 2016 [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and colimin
based on pattern, spacing, and travel lane location.
Travel lane length (L_) Interior or V Exterior (lane/hydrant)
7C; 01 (a) Acres start end of pull from Table L'--%5 Column
33 (b) Acres middle portion of pull (L1)
[Pull length22 5'[feet] X Wetted width 63 [feet]} / 43,S60
©�I (c) Acres stop end of pull from Table _ 6C71_ Column _ i
v r Total acres for travel lane length (U) (Sum: a + b + c) $r ``-el +4.o1
3&oP�
Travel lane length (L, Interior or _Exterior (lane/hydrant)
(a) Acres start end of pull from Table _ Column
(b) Acres middle portion of pull (L2)
fPull length [feet] X Wetted width [feet]) / 43,560
(c) Acres stop end of pull from Table _ _ _ Column
Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L-) __ Interior or Exterior (lane/hydrant)
(a) Acres start end of pult from Table _ Column
(b) Acres middle portion of pull (L3)
[Pull length [feet] X Wetted width [feet]} / 43,560
(c) Acres stop end of pull from Table __ _ Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
. Sr' (a) Acres per travel lane length (Ll) X # Lanes = . _ Acres
(b) Acres per travel lane length (L2) X # Lanes = _ Acres
(c) Acres per travel lane length (L3) X # Lanes = _ Acres
Sud /.7 2
LTotal CAWMP wettable acres for
'tJ fid J 7dTIV- .2..2 3 t
Wettable Acre Computational Worksheet Completed by: ate: �'J -
Signature of technical specialist
�.5

llfov11-
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/S ,4- / f GE f ✓-w Y - w w ^

Version —November 26, 2018
Mortality iwanagement i'-ethods
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.
Rendering.at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .010Z
A composting system approved andpermitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of If
permit). compost is distributed off -
additional requirements must be met and a permit is required from farm,
NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and desi n a NC Department of Agriculture & Consumer Services (G.S. 106-549.70). g pproved by the
Any method which, in the professional opinioni4f 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 bedone 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
Date
Signature of Technical Specialist — —
Date