960109_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: 96-0109
Certificate Of Coverage Number:
AWS960109
2.
Facility Name: William Britt Farm
3.
Landowner's Name (same as on the Waste Management Plan):
William J Britt
4.
Landowner's Mailing Address: 372 Piney Grove Rd
City: La Grange State:
NC
Zip: 28551
Telephone Number: 252-566-3786 Ext. E-mail:
5.
Facility's Physical Address: 372 Piney Grove Church Rd
City: La Grange State:
NC
Zip: 28551
6.
County where Facility is located: Wayne
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"):
Maxwell Foods LLC
10.
Operator Name (OIC): Davis B. Wk2ins
Phone No.:
OIC #: 17332
11.
Lessee's Name (if there is not a Lessee, write "None"):
12.
Indicate animal operation type and number:
Current Permit: Operations Type
Allowable Count
Swine - Feeder to Finish
1,440
Operation Tvoes:
Swine Cattle
Dry Poultry
Other Tvoes
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 Poultn
Gilts Other
Non Laying Pullet
Other
Layers
1�1=CElVE�I��®Eta
MaR 2 2019
WMI-Qu®lhySectta t
6'�91®ual op

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)
4/29/1991
29r v8'
C
19.00
{
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, 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 be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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):
F !� —✓
Name: _! ,� G �L/ G %� . S . (ter ~ Title: �~
Signature: W � �[i T Date:
.247Zq
Name: Title:
Signature:
Name:
Signature:
Date:
Title:
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: 2019PermitRen [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality anagement Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
® Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
aRendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102.
® Q A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
aMass 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 be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature Far er/Manager
6
Signature of technical Sped st
Date
Date

WASTE UTILIZATION PLAN
Goldsboro tog Farms, Inc.
Monday, March 5, 2018 Updated: 31512018
Producer: William Britt
Farm Name ' William Britt Farm
372 Piney Grove Church
LaGrange,NC 28551
Telephone l : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals: 1440 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission,
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1440 hogs X 1.9 tons waste/hogslyear = 2736 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
1440 hogs X 2.3 Ibs PANlhogslyear = 3312 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 I: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYS$-
DETERMINING PHASE
5602 1 L1 WAGRAM 0-6%
5602 k: - L1 1WAGRAM 0-6%
5602 j L-2 (WAGRAM 0-6%
f 5602 I- L-2 (WAGRAM 0-6%
5602 L-3 GOLDSBORO 0-2%
5602 L-3 jGOLDSBORO 0-2%
_5602 L-4 GOLDSBORO 0-2%
5602 1 4 GOLDSBORO 0-2%
5602 L-5 GOLDSBORO 0-2%
5602 _ L-5 IGOLDSBORO 0-2%
5602 -1 L-6 "GOLDSBORO 0-2%
5602 L-6 GOLDSBORO 0-2%
5602 — M L-7 1GOLDSBORO 0-2%
5602 L-7 GOLDSBORO 0-2%
I 5602 L-8 GOLDSBORO 0-2%
5602 j- L-8 GOLDSBORO 0-2%
5602 L-9 DRAGSTON DRAINED
5602 L-9 IDRAGSTON DRAINED
CRO IELD _E99 COMM
CODE N/ACRE N/ACRE
C 157i
I SG �` 1 100
157:
-- SG 1 100l
i C ! __ 264
SG 1 100j --
C 2641-
SG 1 100'
C I 264i-
SG 1 100
C 264
SG 1 1001
C I 264
SG 1 j 100
c 240i
SG 1� 1001
C - 240
1 SG I 1i 100
ACRES LBS Al VAC.
USED TIME
Oi 1.031 1621 MAR-JUN
01 1.03
T 1.02
01 1.03
01 1.03
01 1.03
Oil 1.03
01 1.03
d 1.23
0 1.23
0 1.42
Oi 1.42
0 1.42
0 1.42
0 1.67
0 1.67
O 1.72
0 1 72
TOTALS:
103
162
103
Oki
103
272
103
325
123
375
142
375
142
401
167
413
172
3913.34
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
acr-,yrK
MAR-JUN
SEP-APR
MAR-JUN
SEP-APR
MAR-JUN
SEP-APR
MAR-JUN
SEP-APR
MAR-JUN
SEP-APR
MAR-JUN
SEP-APR
MAR-JUN
SEP-APR
MAR-JUN
SEP-APR
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

U
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.)
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 NIUNIT
C CORN _ BUSHELS I 1.25
CORN
SG SMALL GRAIN OVERSEEDED AC 50
Page 3

TOTALS FROM TABLES 9 AND 2
ACRES
LBS AW
N USED
TABLE 1 11.581
3,913
TOTALS: 11.58j
3,913
AMOUNT OF N PRODUCED: 3,312
*** BALANCE -601
*** 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 532.8 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 1.58 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 (inlhr) AMT (inches)
5602--L1,-i=2 WAGRAM 0-6% SG I 0.60 *1
r 602 L1, L-2 WAGRAM 0-6% C 0.60 *1
i5602 -3, -L-4, -Lr5, -L-6, -L-7, -1 GOLDSBORO 0-2% SG 0.50 *1
5602 L-3, L-4, L-5,1. 6, 1. 7, L-3 GOLDSBORO 0-2% C 0.50 *1
5602 -L-9 DRAGSTON DRAINED SG
15602 L-9 DRAGSTON DRAINED C 0.50 I *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

NARRATIVE OF OPERATION
This WUP was updated to reflect grower changing form coastal and overseed to a crop
rotation with 90 day corn that will be removed by August 31. Followed by sorghum to be
removed by first frost and winter overseed that will be cut and removed by April 7. All
information used from Soil and Water original plan and irrigation design provided by Veron
Parker and Grover Hood
The PAN rates for Corn and Sorghum were combined so the two crops could be planted and
so the lanes in this plan could be overseeded. All PAN rates were determined from the new
Realistic Yields provided by NCSU.
PAN Rates
Lanes 1 & 2-Corn-90 Wagram Soils
Sorghum-67
Small Grain-100
Lanes 3 thru 7-Corn-148 Goldsboro Soils
Sorghum-116
Small Grain-100
Lanes 8 & 9-Corn-140 Dragston Soils
Sorghum-100
Small Grain
Page 6

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

and frorn 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.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Page 7

Agriculture regulations.
k Liquid Systems
Page 8

NAME OF FARIVI: William Britt Farm
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: William Britt
SIGNATURE: t�✓ r��:; 13h� DATE:_
NAME OF MANAGER (if different from owner):_
please print
SIGNATURE:_ DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
(919) 736�-994Il6_.--,
4 � _ _ S
SIGNATURE: } _t'-C r �/ r DATE:
Page 9

a�p�ry � �es� �� WetiandDeterminationIdentifiers CarlaimerlNctlandld:rd87ersdonclrepresentthe5 0.shapo.
r� n ma i) Rasirtewd use orspec6lc do:emtn3ticn ofLho croa. Reforto youroriglralUnPe
Cotorminallcn(CPA-C°26and &U-11edmap,,)rcrexactwclland cr=S Crop gnE_-Cr
Farm 2072 Tract 5602 Examr RBs' Cons I � � . =
�� tcundartns and deterinations, or contact WRCS.
1 E:sm;' tram Consanrdticn Comptterr..e Provisions
��. 2.9 IN
5 i _-g
2.Od
sue=
r_.
-. -. G3
c
0 300 600 %bao 1200 Fvet. r
c - Total Cropland Ares

'+ I s
United States
Department of
Agriculture
Soil
Conservation
Service
OPERATOR:
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
You r contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost -sharing
is involved).
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel as its will assist in a limited capacity,
ma.ior concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and dam may vary from the
estimates. The design.will attempt to balance cuts and fills as close as
Possible. If additional material is required after construction is complete
on the lagoon,, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement:
Estimate of Excavation:
z_ /�o33cu.ft. = ­—CU. yds
ft. = 9, /73 cu.yds.
Estimate of Pad & Dike:
cu.ft. cu. yds.
1- 11 Rat ion
Job Class —
Da to
Designed By
Name
Design Approval T
Name
The Soll Conservation ServiCe
-s an agency of the
Oeoartment of Agriculture

NAME. --- I—=------�—�.4— =---------
OPERATION AND MAINTENANCE
This lagoon is designed far waste treatment with minimum odor-
contror. The time required for the planned fluid level to be
reached may vary due to soil conditions and flushing operations.
Land application of waste water is reco3nized as an acceptable
method of disposal. Irri3atian by using solid set, center pivot,
gun, Or traveler is the preferred and most efficient method to
dispose of the effluent from the lagoon. Care should be taken
when applying waste to prevent dama3e to the crops and to prevent
runoff from thtr fields.
The fallowing items are to be carried out:
1• Begin pump -out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre - determined elevation.
Soap pump -nut before deep or -at the lagoon depth is less than. 6 feet
a predetermined depth. (This prevents the loss of
favorab I e batter i a. ):=r'F ,i, u.r_"�
C. The recc�nrnended amount to apply per irrigation is one inch
and maximum recommended app l i cation rate is 0.5 i.nch per hour.
4. It, is recommended that the tr-eatment I agoor, be pr-echar3ed 1/2,it.s capacity to prevent excessive Odors during beg inn irig to
stages of the Operation. Prechar3in3 reduces the concentration
Of the `initial waste entering the Iagorin thereby reducing ordors.
Solids should be covered with water at all times.
5• Keep vegetation on the embankment and areas around the lagoon
and buildings mowed.
Repair .any eroded areas and establish in vegetation.
7: 'The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Natural' Resources and Community Development (DNRCD), Wastewater
Management Section, has the responsibility for enforcing this
law.
8 All surface water is to be diverted from the lagoon to an
adequate and sta;bke outlet.
NOTE: An analysis of the waste water can be obtained at commercial
laboratories or at a fee of par sample at:
..N.C. Department of Agriculture Plant Analysis Lab
. Agronomic Division
Blue Ridge Road Center
Raleigh, N.C. 27611 RECEIVEDINCDEQ10WR
Ph. [phone]
MAR 2 8 2019
I
i waterC uelity
I ir�pic�rseA �Irsa^adens �cd�o
f

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DBMS
Landowner I..'/�,�,_ P, ! County
Community or Group No. 3Conservation Plan No..
a - -
Estimated Depth of Water to Top of Dam — 44- Ft. Length of Flood Pool ? Ft.
Date of Field Hazard Investigation'? o
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Reach: Length: Width: Slope: -
Ft. _ Ft. % ..
1
2
3
: Est. Elev.:Est. Elevation
Kind of :Improvements: of Breach
Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Pl.ain
Ft. Ft.
Describe potential for loss of life and damage to existing or probable future, downstream
improvements from a sudden breach N6K6-'- ., S� tl.,o
uA
Hazard Classification of Bmr a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III IV, V)�
name title
Concurred By
name) (title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 5-%2-31�'i
Date
3

Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed 6 month temporary storage is an estimated
volume based on: 1) waste from animals; Z) excess rainfall
after- evaporation; and 3) the largest Z4 hour (one day)
rainfall that occurs on the average of once every 25 years.
The volume of waste generated from a given number of animals
will be fairly constant throughout the year and from year to
year. The excess rainfall will vary greatly during the year
and from year to year. This estimate is based on 7 inches
of excess rainfall which is equal to or exceeds the highest
6 months excess in a year. The average annual excess
rainfall is approximately', inches. Therefore, an average
of u inches of excess rainfall will need to be pumped each
year. The Z5 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 Nutlet
invert of pipe f rom buiIding(s). If the outlet pipe is not
installed on the elevation to begin pumping, a permanent
marker must be installed on this elevation to indicate when
pumping should begin. After initial filling of lagoon, a
minimum 6 feet depth must be maintained for anerobic
treatment of waste. An elevation must be established to
stop pumping to maintain the minimum treatment depth.
Pumping can be started or stopped anytime between these two
elevations for operating convenience so long as site
conditions permit (conditions are weather, soil, crap, and
equipment to apply waste to prevent runoff or leaching).
For this lagoon the maximum elevation to begin pumping is
feet and the minimum elevation to pump to is feet.
The design temporary storage, less '25 year storm, is 7d-,Z27
cub i c feet ga I I ons. As stated before, this vo l'ume
will vary considerably from year to year.
This lagoon is designed to flush buildings with recycled
lagoon liquid, and fresh water should not be used for
flushing after initial filling.

TABLE 3 - Solid Set Irrigation Gun Settings WILLIAM BRITT
Make, Model and Type of Equipment: 7025 RD SPRINKLER; 1 /4 NOZZLE; 14.2 GPM
'See attached map provided by the Field Office for field location(s).
'Show separate entries for each pipeline with hydrants in each field.
irriga 'ararneters
Dctoe 1995

orator:AILLIAM 8RITT County: wayne
Date: 0
0-� fee-r,
= 0 i b s
= 0 |ns
= 19+400 iws
= 0 |ns
= 0 !bs
TOTAL S7EADY STATE LIVE WEIGHT (SSLW) .bs
REQUIRED TREATmENT VOLUME OF LAGOO�
Volume = 194*00 ms. SSLW x Treatment Vo!ume(CF)/\b. SSOW
Treatment Volume<CF>/|b. SSLW= z CF/|b. SSL�
Volume = 19q400 cutic feet/
3. STORA6E VOLJME FOR SLAD8E ACCUmJLATION
Volume � Vo
v��
4. TOTAL DESI6N VOLUME
Ins de top ienSth 200.0 feet ; Inside top widtri 200.0 feet
Top ov dike at wevat`on 50.6 feet
Freesoard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
7otal design la3oon }.quid .eve\ at &evatiyn 49.6 feet
Bottom oP lagoon eievation 39.6 feet
Seaso/.ai h|8n water tab|e elevation feet
Total design vo|ume us'nS pr.smoidal formuha
SS/END! SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 195.0 195.0 10.0
AREA OF
LEN87H
* WIDTH =
195.0
195.0
38025.0 (AREA
OF TOP)
AREA OF
BOTTOM
Lb *
Wu =
i45.0
145.0
21025.0 (AREA
OF BOTTOM)
AREA OF
(Lm *
MIDSECTION
wm) *4 =
170,0
115600.0 (AREA
OF MIDSECTION * 4)
CO. FT.
= ZAREA TOP
+ 14*AREA MIDSECTION)
+ AREA BOTTOM] * DEPTH/6
38025'0
115600.0
21025.0
1.7
/
vS�'��E OF
i AG3ON AT
70TAL DESIGN LIQUID LEVEL
= 291083 CU.
FT.

Z oF3,
I

7

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aCe F- i ueri'l",—d I �oi.ai:J'Sa
----------------------------------------------------------------
1 E G ! -I- AA
All ye-xF,o' eij areas 3JJi"is 'tci be s�yeedei� as GCf,ftlfilGr;+•+•J�F?i� C+'jf �;i`t
G r- 1 d s b o i' +.i S iti• J .! _ '� . :N i '`i r^ _i x, f a I / O C.
F i � I i i_I •F •F i c �. . � �, i r� �. t c , y -_ c_. c _-_- 3 C i' C-' a
to be seeded n
L i rite @4 '12-T/ a re - _-`1' 7bl'ts _ !
F e r t i I i z e r {1 10fs,jCf ,„;DJurlds 1S-is_;-10 acre _ _ 200o Ifa/g
Sup er pl-tijc_,F+hate @ 50;_l poLin ds /acre
S 2:l -) OLi'• pi: Liinlds hul i ed coinm!irl berrnL, a acS' e l:at-,-i 1 - lu I yJ -
=eed - 0 p u n d s 'c+'ifYtmc,r, tierrp.ui.iu./acrLA ;an11ar'y - i'Iar{.f -
__ __ _ _ _
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Lr1CC:r- :iir"at' I i+rt { i I•fie ar1all f'er z-+e !` •4: 4. a edr"ffl
i "ti I i r t i QFi
E.L,ed1-1 o d wiA;h cult- ipaci er ji`- GI`Ier- s u i tal---Icm eiluipment ai'td
I. rIc 1-tor mu ch w I tI`: d i sk:.
I

�H-I��1�88
^ . /DOE_
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
L-4 � U 0 � ��mm ���- � �� It
in
Wayne County, North Carolina
Designer : Grover Hood(,E-/4-^l Checker _______________
We : 04/Z%/JP Date
Job Number 001
On AV 04
*******************************»********************************************
'EMPLATE DATA:
Beginning Eievat\on = 39.6
Beginning Station = 1+55
1+55 to 2+00 c\2.5L72.5cL72.5/2.5 0.00000 ft/ft
2+00 to 3+00 c\2.5L72.5cL72.5/2.5 0.00000 ft/ft
3+00 to 3+23 c\2.5LT2.5cL72.5/2.5 0.00000 ft/ft
.T--N NUMBER 1
' nter|ine Station z+55
RIGINAL DATA:
100.0 / 48.4 200.0 / 48.5 300.0 / 48.8
TION NUMBER 2
Centerline Station 2+00
RIGINAL DATA:
100.0 / 48.6 200.0 / 48.6 300.0 / 48.9
TION NUMBER 3
Centerline Station 3+00
RIGINAL DATA:
100.0 / 47.9 200.0 / 47.9 300.0 / 48.8
TION NUMBER 4
Centerline Station 3+23
RIGINAL DATA:
100.0 / 47.9 200.0 / 48.2 300.0 / 48.8
q

ur1 1-1n4. j^;j ivo
Z ar?-
US Department of Agricu|ture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
�� � K U ii
IBM
Wayne County, Nortri Carolina
Designer : Grover Hood(£77s^u 7AMOCE-r-) Checker
Date : 04/AXI; Date
Job Number 001 �r-�-----------
m�
010001
|
** EXCAVATION
** |
** FILL
**
it Left
Right
Off-CL |
CL
Dist 1
Area
Volume \
Area
Volume
|th SS
SS
(ft) |
�
Sta
(ft) |
|
(SqFt)
(Cu.Yds) |
i
(SqFt)
(Cu.Yds)
'5 2.5:!
2.5:1
200.0 |
1+55
|
1497.6
.5 2.5:l
2.5:1
�
200.0 /
2+00
45 |
|
1521.1
2515.6
|
100 |
7954.3 |
0.0
- t 2.5:1
2.5:1
200.0 |
3+00
|
1415.8
,/|
0.0
\
23 |
9173.1 |
0.0
.5 2.5:1
2.5:!
200.0 |
3+23
|
1445.7
|
0.0

�i I u.a,
^ US Department of ASr i cu| ture
Soil Conservation Service
FLANNED '
QuANTITY CALCULATIONS
prepared for
4AJ ii ��mm �. r- ii Ilt
Wayne
County,
North
Caro|'na
�esi3oer
: Grover
Hood
Checker
Date
j4/
Date
job Number 001
**»**************«********************************»******************»******
Dike fill
| **
EXCAVATION ** | ** FILL
**
p
weft Ri9nt
Off-CL |
CL
Dist / Area
Volume | Area
Vo.ume
th
SS SS
(Ft) |
|
Sta
(ft) | (SqFt)
|
(Cu.Yds) | (SqFt)
(Cu.Yds)
0
2.5:1 2.5:1
145.0 }
0+00
|
|
0.0 | 37.1
|
150 |
0.0 \
228.7
0
2.5:1 2.5:1
105.0 |
1+50
|
0.0 | 45.2
|
100 \
0.0 |
368.0
{
2.5:1 2.5:1
105.0 |
2+50
0.0 | 30.0
|
170 |
0.0 |
561.0
0
2.5:1 2.5:1
65.0 |
4+20
|
0.0 | 31.3
|
270
S37.3
0
2.5:1 2.5:l
105.0 |
6+90
|
O.O | 23.9
|
100 |
0.0 |
929.6
0
2.5:1 2.5:1
105.0 |
7+90
|
0.0 | 25.9
|
50 |
0.0 |
98T.4
0
2.5:1 2.5:1
45.0 1
8+40
|
0.0 | 3A'6

ze-) r3
. US Department of ASricu|ture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
0 � ��mm ���- �
Wayne County, North Carolina
��
Desi3ner : 6rover Hoog� �I��� 7��/AA*^-/ Checke, _______________
Date : 04/Q/9'P Date
Job Number 001
*****»*»*******»*****************************************»*****»**»*********
Dike fill
'EMPLATE DATA:
Ueginning Vevation = 50.6
Be8innio8 Stat/on = 0+00
0+00 to 1+50
1+50 to 2+50
2+50 to �+20
4+20 to 6+90
6+90 to 7+90
7+90 to 8+40
TION NUMBER 1
Center.ine Station 0+00
RISINAL DATA:
d/2.5LF--
d/2.5L5cL5
d/2.5L5cL5
d/2.5L5cL5
:/&.u"�Uuw`�.�
d/2.5L5cL5\2.5
0.0 / 48.6 100.0 / 47.9 200.0 / 48.7
TION NUMBER 2
Centerline Station 1+50
RIGINAL DATA:
0.0 / 47.9 100.0 / 47.9 150.0
TION NUMBER 3
Centerline Station 2+50
RI8INAL DATA--
0.0 / 48.6 100.0 / 48.6 150.0 / 48.6
TION NUMBER 4
Centerline Station 4+20
/
K .INAL DATA:
0.0 / 48.6 100.0 / 48.5
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
/r

..
Dike fi ii (continued) 04/Z9/8j-,','
3.c� k"3
page 2
SECTION NUMBER 5
Centerline Station 6+90
uRI8INAL DATA:
0.0 / 48.6 100.0 / 48.9 200.0 / 49.2
bECTION NUMBER 6
Centerline Station 7+90
ORIGINAL DATA:
0.0 / 47.9 100.0 / 48.8 200.0 / 49.1
&CTION NUMBER T
Centerline Station 8+40
ORIGINAL DATA:
0.0 / 48.6 100.0 / 47.9 200.0 / 48.7
��

OH-IRi t Z/ 15/8S /t:) F3
US Department oi Agriculture
So i l Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
04 ii ll 6 iizarrt 10 C- ii 0 itt
in
Wayne County, North Carolina
Designer : Grover- Hood (L 14-,L 7,.,A,4Aj&7) Checker _______________
Date a 04/o/w Date
.. x. # •i'.• •�• •*•'3F •�• # s'F �b •�•.#. •�• # •3t• •k• # #...�• # •3k• # # # .�. kt• •}• # :�• .'x.• # �. •�: •f• # # # # # # # # # # # �• # •Yr # # 3li• a4• # # # # # # #�. •*' .p. # # •?h # #•�,".• •i• �• # •}� # # •j4• •�• i?•.7 f• •�i•
Pad Fill
TEMPLATE i—Ai E
DATA:
Beginning
Elevation - 50. _.
Beginning
Station = }'+&':
i f••i-(!10
1
1+Z5
to
1+77..i
Centerline
Station 0+00
ORIGINAL
DATAg
EC_' , i ON NUMBER
(` nte: , . ne Station +L...
ORIGINAL DATA -
Centernne Station
ORIGINAL DATA:�
Center l i ne Station 1+05
ORIGINAL DATA.
0.01500 ft/kt
0.0 . 4S.5 100.0 48.0 150.0 _ 4 _` . ._
id

��
?ad Fill (continued) "°,01/o,
-200.0 / 48.8 -100.0 / 49.0
3ECTION NUMBER 5
Centerline Station 1+95
ORIGINAL DATA:
-200.0 / 48.8 -100.0 / 49.0
3ECTION NUMBER 6
Centerline Station 2+05
ORIGINAL DATA:
-200.0 / 48.8 -100.0 / 48.9
F.3
page 2
0.0 / 47.6 100.0 / 47.8 150.0 / 47.8
0'0 / 47.6 100.0 / 47.8 150.0 / 47.8
0.0 / 48.6 100.0 / 47.7 150.0 / 47.7

OH-lkwj 2/15/,38. 34F3
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
11oQ aLmm 1±
in
Wayne County, North Carolina
Designer : Grover Hood Checker
Date : 0VZT/9711 Date ^
Job Number 006
Pad Fill
| ** EXCAVATI/
Top
Left
Right
Off-CL |
CL
Dist
| Area Vo
|idth
SS
SS
(ft) |
Sta
(ft)
| (SqFt) (Cu
180
5:1
5:1
|
0.0 |
0+00
|
| 0.0
|
30
|
M0
5:1
5:1
0.0 1
0+30
| 0.0
|
95
|
160
5:1
5:1
0.0 |
1+25
| 0.0
|
50
|
180
5:1
511
0.0 |
1+75
180
5:1
501
|
0.0 1
1+95
20
|
180
5:1
5:1
|
0.0 |
2+05
10
|
| 0.0
** <
**
FILL **
e \
Area
Volume
|s) |
|
(SqFt)
(Cu.Yds)
(
405.4
0.0 |
459.1
|
420.9
0.0 i
2773.3
|
894.5
0.0 :
4495.1
1
965.1
0.0 |
5210.0
|
965.1
0.0 |
|
876.5
5551.0
-�s

WASTE UTILIZATION PLAN
Producer
--�'---------==------------------
1
County
Address _� _` a _ ,`'=------- LA /v_r .r- 2_d S
-�-- --- --
Kind of Operation 5_vi,_�;
-- -----
Type of Waste Facility Agponl---__-----_---
Your animal waste management facility has been designed for a
given storage oapacity.. When the waste reaches the designed
level, it must be .land applied at a specified rate to prevent
poI I.ution of surface and/or ground water. The plant
nutrients in the animal waste should be used to reduce the
amount of commerr, i a fart i I i zer rrequi red fo r the crops on the
fields where the waste is to e applied. This waste
utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle and
annual soJI— tests are 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. Alwlays apply waste based on
the needs of the crop to be grown and the nutrient content of
the waste. Do not apply more nitrogen than the crop can
utilize. Soil type --,are important as they have different
infiltration rates and leaching potental.' Waste shall not be
applied to land eroding at greater.ihan 5 tons per acre per
year. Do not apply waste on saturated soils or on land when
the surface is frozen. Either of these conditions may result
in runoff to. surf ace waters. Wind conditions should also be
considered to avoid drift and downwind odor problems. To
maximize the value for pollution, the waste should be applied
to a growing crop or not more than 30 days prior to planting.
Injecting..,the waste or disking will conserve nuitrients and
reduce_,*_odor problems.
The_ acres` needed to apply the animal waste is based on
typi cal nutrient .content for thi s type of fac i I i ty. Acreage
requirements may be more or less based on the waste analysis
report from your waste management fac i I ity.
The des:i.gn of your waste management f ac i I i ty is based on the
following:
Amount of Waste Produced Per Year:
an i ma I s x f:q /an i ma l /y r =
waste produced.
/7

myrm
Ni.
tA
Sir

WAYNE COUNTY, NORTH CAROLINA — SHEET NUMBER 33
NoC
)ins sheet 27)T,
.� _, Yh+,.r. .Y .SIN '. t,:. � ~� - - �•'F'�''�'.�: �..:
v KeDr y fir. d rrrj Ke Y
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Ke
Tr
WaB NoA Ke r •.� �,.,,e xa'=' I
N� .
D- _ ?' WaB
%^' - .,v e - • , - -}.. WaB Ke
La
�3; Ke NoA 9
Wa6 �� 1
9_ Tr K NoADr Tr
-� :_ Bey - _ � '• t . -: - _ ,.
i' B Wa
T ' ---- Wa6. Tr
--a WaB - I
.:. oA
NoA Go K Ke w`
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Ly
y��•
Si y Dr •�: 'kitt a,F i. x "' ;' - Ke•, Tr
a as* yx
r Wa6 0 d;.. k r
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yl fi
'*� � WaBKe
��GrL� _...�:�y•S� `;LTr. ''�,t�==� :.-..a; - _ Ln V��, t.
WaB
x La �1.:. `•ire},:' ,kY'' ~r'G iP n Dr
•;A yt .:#`
• • r +�- rrisLS hkI " .
Ln
i ��.:. �:���'�� ..+� ��.` �,3� c�` �g '�--ass f.!a �„1 3:�� `.,�•�-: z .sue
. k ;� -,o 'sttc. � 7 -. 2 J t -� � •{,y. �r } � � 2• s `. 1^ � � �.
■d .�"y � '49 r,.. „_.. . }• � t. 5���.�eeroJ''. >g
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•. We ,� � � €,.fi x*�-x-� -� - . �, :r c• 3a._,µ:�.- �x°2'r •'�C• �� yy �v' "ate
Ke
•;,; �.`' ;>�, �'�`�-'tea � � ;�1.,- ��r'• � �.� 'fe�•��;:
i Rmrj ' `sz�ge rah
e y, '�'. 1A1a6� r". + it We
Dr
Dr tea. r,. �¢2Y 2 RUB
0� �..
ar,• ��� y .�b;cam'-'•'.ram f,..: � �' •fit �.:•
To 3 ski
14 RUB
' [7f _ - _ - ..: V .k3r^ •F.' _ -.. • y ! - Yi r;y . I'_`• •:c a.
wow!'
Lv Lr:
We Ln
We
Lv
Dr
LV
Dr i Lv nbrd.� PIr Q.
.we 'r• k +! r - t y r�r.�•Ii1-? ice.
�._
LV
� �q

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
CLEARING: All trees and brush shall be removed from the construction
area before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and fill
areas and all excavated areas. All stumps and roots exceeding one
(1) inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
CUTOFF TRENCH: A cutoff trench (when specified) shall be installed
as shown in the plans.
CONSTRUCTION: Construction of excavated and earthfill areas shall be
performed to the neat lines and grades as planned. Deviations from
this will require prior approval of the SCS. Earthfill shall not be
placed in standing water and reasonable compaction of the fills shall
be performed by the construction equipment or sheep -foot roller
during placement. The embankment of the lagoon shall be installed
using the more suitable materials. Construction of fills shall allow
10 percent for settlement. To protect against seepage, when areas of
unsuitable material are encountered, they will need to be excavated a
minimum of one (1) foot below grade and backfilled and compacted with
a suitable material (cl, sc, ch, etc.). Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
VEGETATION: All exposed embankment and other bare constructed areas
shall be seeded to the planned type of vegetation as soon as possible
after construction.
9FCVElED1NCDgCIDV9F
MAR % 9 2019
Regional op

SIR-* 1
1E
* 5owr
SCS-ENG-538 U. S. DEPARTMENT OF AGRICULruRE
Rev. 5-70 SOIL CONSERVATION SERVICE
LAboor4
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED SITE
FARMER'S NAME W ILLI AM 5R I Tr � DISTRICT WAY N E
DATE 51�TI — COUNTY
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES ITT,
WOODLAND ACRES TOTAL ACRES ft*�D CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"= feet'.
Locate reference point �n center line of dam and identify on sketch.
I
I
S
E
R 1C}
E
I
i
I
;
I
I
!
SHOW
DEPTH
SCALE
BORING NUMBER AND PROFILE
Make and list dam -site and spillway borings first - then ponded area and borrow pit barinus • separate with vertical red line.
(Continued on back where necessary) Show water table elevations on dam -site borings.
I
2
3 11
4
I 5
6
7
8
9
110
11
112
13
14 15
16 11117
18
1119
I. -Oil
21 J1
22 1123
&-1
SM
2
041
4M
I
1-2
$M
1
I
SM
2-3
SM
I
I
Z
3 1
Sen
I
I
4-5;
SG
4
r, ;
scil
Ij
5- 6
51-
i-$
SG
A"
i
5M
G
8q
SG
a-ro
sG
q
ro ;
sc
I
!!
I
I
BORINGS MADE BY G' N ' Pe-ri(s SIGNATURE & TITLE b.T.
WN

Walnut Creek
Ch
w ]�
Walnut . f �� ._ I x• _ 1
I ` � •1 � -- �_ '!2 11 • l as fc
9 ,•� lswr , c I z \ t 10013 �1
8.0
Lakes BR 74.0
32.5
`7 so
j�a7nut Creek,-,: — J Ceni
agIspo
e
Cam � ,��• J �' I _
56 34
! a y I 30
�`` moo• cam 29.5
r
BM 32.6
30 LLU o I C 132
���-i/ : _ - -'� �• • .Garris .�Humphrey Sand Hill .
Chapel I i i \\ Ch '
1 j railer
Park
HistoricaL_Y=Cem;' ��
Marker l"s- ^�f _ _ r _ � j 20•,'k
73
1730 j l 3031.5 1318
20
2BM
0 �'� II c�' `Y • / 1
_ O'O
l �1� I— VIV n
4 I
3 �",
Jones Po'
f J
lee 1

i HI ;t UUV I A I iVN
1
2
3
4
5
J'
7
3
F
TOhl CROCKETT IRRIGATION, INC.
751 E. MAIN ST. • P. O. BOX 390
WILLIAMSTON, NC 27892
[phone]
WILLIMI BRITT
406 PINEY GROVE RD
LAGRANGE NC 28551
L
566-3786
Here is our quotation on the goods named, subject to the conditions noted:
1559
PLEASE INDICATE THIS
NUMBER WHEN ORDERING
DATE
9/4/96
YOUR INOUIRY DATED
PROPOSED SHIPPING DATE
TERMS F O.B.
NET 30 SHIPPING POINT
SALESPERSON - -
TO BE SHIPPED VIA PPO rnl rn"
CONDITIONS: The prices and terms on this quotation are not subject to verbal changes or other agreements unless approved in writing by the Nome Office of the Seller. All quotati I ns
and agreements are contingent upon strikes, accidents, fires, availability of materials and all other causes beyond our control. Prices are based on costs and conditions existing on da to
of quotation and are subject to change by the Seller before final acceptance.
Typographical and stenographic errors subject to correction. Purchaser agrees to accept either overage or shortage not in excess of ten percent to be charged for pro -mill
Purchaser assumes liability for patent and copyright infringement when goods are made to Purchaser's specifications. When quotation specifies material to be furnished by the porchasof.
ample allowance must be made for reasonable spoilage and material must be of suitable quality to facilitate efficient production.
Conditions not specifically stated herein shall be governed by established trade customs. Terms inconsistent with those stated herein which may appear on Purchaser's, formal
order will not be binding on the Seller.
QUANTITY
880'
880'
4800'
120'
1
2
4
6
5
12
5
2
14
65
162
81
17
8
2
10
1
81
DESCRIPTION
4" PVC PR-160 pipe
4" PVC PR-160 pipe
2" PVC PR-160 pipe
1" SCH 40 PVC pipe
4" male adaptor
4" 45' elbows
4" tees
4" crosses
4 x 3 bushings
4 x 2 bushings
3 x 2 bushings
4 x 1 tees
3 x 1 tees
2 x 1 tees
1" 901 elbows
1" SCH 80 female adaptors
2" caps
7025RD sprinklers, 1/4 nozzle
P-65 sprinklers, 1/4 nozzle
ART-1" x 18" risers
Bl%2TPM 10 HP pump
RC-1 quick couplers w/rubber covers
J
PLEASE CONTINUE
**PVC PIPE PRICES MAY BE HIGHER OR LOWER AT TIME OF
02. RAPIDFORMS, INC.. TO REORDER CALL 800.257.8354; FAX 800 451 SI 13
QUOTE VALID FOR DAYS.
BY
PRICE
AMOUNT
.83
$ 730.40
.53
466.40
.31
1,488.00
.27
32.40
23.89
57.44
114.88
65.39
261.56
76.03
456.18
26.77
133.85
26.77
321.24
11.98
59 ..90
65.39
130.78
39.31
550.34
8.92
579.80
2.29
370.98
14.75
1,194.75
3.46
58.82
39.19
313.52
128.00
256.00
4.20
42.00
2,475.00
20.85
1,688.85

PRICE QUOTATION
F
TOM CROCKETT IRRIGATION, INC.
751 E. MAIN ST. - P. O. BOX 390
WILLiAMSTON, NC 27892
[phone]
WILLIAM BRITT
1559 Ew
PAGE 2
PLEASE INDICATE THIS
NUMBER WHEN ORDERING
UAIt
7 IYOUR INQUIRY
L J
rr1UrUJtu bHI1'rINU UATE
TERMS
NET 30
SALESF'EHSON
9/4/96
F O.B —
SHIPPING POINT
i v t VP
Here is our quotation on the goods named, subject to the conditions noted: ac JalrrLJ VIA () Orl frll I
CONDITIONS: The prices and terms on this quotation are not subject to verbal changes or other agreements unless approved in writing by the Home Office of the Seller. All quotations
and agreements are contingent upon strikes, accidents, fires, availability of materials and all other causes beyond our control. Prices are based on costs and conditions existing on date
of quotation and are subject to change by the Seller before final acceptance.
Typographical and stenographic errors subject to correction. Purchaser agrees to accept either overage or shortage not in excess of ten percent to be charged for pro -rates.
Purchaser assumes liability for patent and copyright infringement when goods are made to Purchaser's specifications. When quotation specifies material to be furnished by the purchaser.
ample allowance must be made for reasonable spoilage and material must be of suitable quality to facilitate efficient production.
Conditions not specifically stated herein shall be governed by established trade customs. Terms inconsistent with those stated herein which may appear on Purchaser's formal
order will not be binding on the Seller.
'}]]UANTITY DESCRIPTION PRICE Atv10UNT
1 4" brass gate valve 89.95
1 Set miscellaneous steel fittings 88.00
1 3" x 35' suction hose 167.50
12,094.99
LESS 80%, items 5-17 3,405.58
LESS 25%, items 18-22 1,115.46
7,573.95
installation of PVC pipe less concrete and riser collars 7,348.00
$14,921.95
**-'PVC PIPE PRICES MAY BE HIGHER OR LOWER AT TIME ZOFRDER***
f' RAPIDFORMS. INC: TO REORDER CALL 800-257 8354: FAX [phone] _
QUOTE VALID FOR DAYS. BY
iZ

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: WILLIAM ERITT
Address 6.06 PINEY GROVE RD
LAGRANGE NC 28551
T—3
-Telephone: 566766
TABLE' -:Field Specifications '
County
Date:
- i ame zo De completed in its 'entirety by Feld Office personnel .and forwarded to the irrigation system designer.
'See attached map provided bythe Feld Office for field location(s).
'7%tal field acreage_ minus required buffer areas.
`Refer to N. Z. irrigation Guide, Field 'Office'Technical Guide,'Section II G. Annual application must not exceed the agronomic rates for the sal and crop used.
rr69201— paranwiers
nctat say
page -
.USDA-NRC!
lunrth r_2-1t..

Irrigation Parameters
October 1995
TABLE 4 - Irrigation System Specifications WILLIAM BRITT
v Traveling I Solid Set
Flow irrigation Gun ' 1 'anon
m9
Rate of Spnnkler (gpm)
I
cper taM P►ee:ure at f (p,+►
14.2
­ Yn P►wutmton Rate (irvhr) I
72
La 19d if.et)
Type of Speed Compensation
XXXXX xx
Pump T7Pe ("a. Enti3e. F3eetric)
t?tmrpr"erR
XXX)CXXXX
I EL ECTRIC
`!a momt(ap)
7.95
TABLE 5 - Thrust Block Specifications'
Desiatter ma provide thrust Mock details on separate sheet.
THRUSToLocK
LOCATION
AREA (sa. 1L1
90' Bend
+
I
IDeed End
lice
45°E
4��
.75
I
'See USDA-vRCS Field office Termini Guidq Section IV, Ptaaiee Code d30-DD.
USE 1200 FOR SOIL -BEARING STRENGTH
J
Page-4
USDA-NRC7
North Cart
l

IRRIG TI N SYSTEM DESIGNE
Na PRESTON L. PARKER, JR.
Company: TOM CROCKETT IRRIGATION INC
Address: P 0 BOX 390/751 E MAIN ST/WILLIAMSTON NC 27892
Phone: [phone]
*ve-d 4E /-0 FG
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
L A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes thrust bloc
locations and buffer areas where applicable. k
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
I 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 s ste
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s). q y m'
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DI). '
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 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200 Waters. -Waste Not Discharged to Surface
Irrination Parameters
)er 1996
pag USDA -I

UD—
syS
Narrative f g t an Systtem Operatian
Describe the operation of the system in the space provided below or on a similar sheen most convenient to t Include procedures such as start-up, shut-dow � Q the desiQnerlsupplier.
rt, winterization and regular, Maintenance of all equipment
Irrigatlan Parameters
accber 199s
AT FIRST START UP CLOSE 4" GATE VALVE AND OPEN ONLY ABOU
IT40 TURNS . 1"F�F,iV TM SPRIMCLERS OPERATE FREE OF AIR,
SLOWLY OPEN GATE VALVE UNTIL PUMP pIU;SSURE IS 75. TO
APPLY I'/ 2" OF WATER OPERATE FULL CIRCLE SPP.IlVKLFRS ABOUT
1 HOURS. MAKE SURE TO OPERATE RarF CIRCLE SPRMKLERS
• r•1 Nil I • r•1 �.
.. .• �.
WEATM .
page-3 USCA44RCS
Vanh C.aralina

'061idtal
thfUdt blftklha
9.
At With Oth8f 1:11.1fifi-Ilt tubbot 006ted
Thd final bdckflll may then be made In
the UdUdl manner, but care should be
P614 dASKET 0109 "'.:i
161fita, the 0100 *111 Not takd and throat
Without r6ittdihit thtubt bldbk§
tAkdn hot to dump large rocks or heavy
objects on the Initial backfill and pipeline.
aid
UAudIIY fdoulr#d At d6dd Ohdd AM
Whdrdvgt Ina Ilhd chithodi ditkildti of
S. It tho JdInta And fittings must be left
Okoo§dd *hlli under test, backfill to
:30 d6gl'484 6f Moto.
throat bldbkg §hAll ba 0166d ba fhgif
*1th1h one foot of each side of the Joint
0 fitting to Prevent deflection of the
Ahd t6k;
f1`16 b8firIfid gUiffica (a Irk d1fadf 11fis With
liloo while under test pressures.
-'LdyIhd1'f66f1fid,
filliho Imizcildfill 9M UNAlly otauldod
thd IN& fift-A brbdtdd by thd plod or
byth6 tHoifiddtin bhdfd@ bj tho proldol.
rAmmid haulho d d6mofash
•Iva
MAY 4196 be ffiddd W AtfifjH-i
gttdfldfh df 90M Oil 19 thd tdcdrnffldhdbd
failting
bdH 80CION fdf t0filid And MAtarldis
bldcklhd tfijitdjjAI, And mAy be Pd8t6d
Stgflddfd AStM t1-21-14 -M@c6mtNw8d
b8t*84h the §lft'01841: df 1011fid wid thd
ALL AIR 1N THE PIPELINE SHALL BE
Prdctldd fdt Ufid6WPaufid 166fd1lafla" 61
!: UHdiiturbad adtih bodHeig %odcog,
OLED OFF CAAMLLYWHILE FILLING
Th"dolAtfid Pj6jjUfd ploll.ig.o, I MUM bidbldhoil izg hMyiA d*dtdd
UI
THE LINE WITH WATER FOR -TESTING.
AA f6 1IM!
0+01:14d d1f In the line can cause ex-
4) multiolythd 1JI`6fi§ufd IdV6I d6§141d
bd§dlvd fdsf lit6ssUrds, And create un-
16t tg§tlMd b� the VAIUd 6h(J*ii In thd
fibcdd9dry probIbms. Air shall be bled
Idbld f6f thrugf on flttlhgi:
off at the high spots In the line. Air
i. The trench bottom shall bd §tdbidj
removal May Also be accomplished by
continuous, relatively smooth; dhd tr
of rocks or other obj6cta detHifightal ti
tU§t fil PoUhdo
pushing a foam Plug through the line by
lhcomlhfj Water pressure.
the pipe. It shall 0ovidd d8fififiUdu
41
2. Test pressures may be 11/2 times the
designed
support for the 0100i AM 8611 M181 91,11114.,
be Ptovidad fdra th6 boll AM 901061 181fit .......
VdIV65,
baldArid96 48 1A
22 biAd tiid
operating pressure of the
pipeline, but shall not exceed the maxi.
Murn prodgUeO rating the
......
-it thAt Might dL d3 A fUlcrufii: WhtlPf RtAdd: `' -
dfid othot gystaftj etymi5angh
Ii tlbd* 1214bOW Bond of T"
of pipe.
:3. After pressUre test and acceptance
thtdU§h 9 I`9k dull, At ISO 40 6188
48.74 26.,
18 1, 1.4,
q 38.10
of testing, the uncovered Joints and fit-
octod N106146t&V BOddl He Mgjati I
6" 62.0 1 ".79 1 22.80 18
tangs shall be Initially backfilled with
shall bd Pedvidod.
1 28.
I a . 84 69.47 1 3a.42 915.ois
well compacted soil, and then covered
1 tha tfdfibh dWRA 1
ia!
11nd At 1
12" J60.84 1 77.2S j 49.82 F13170
with final backfill.
4. Hydraulic pressure testing of the
frost depth, dMd dhdll 01988 the pipling
Pipeline shall be carried out Initially at
depth At lout joi* b616W dtgd@. -. --
lntdrvald not exceeding 500 yards and
3. The tedfich Width at Ifid f6o of tho 0109
thereafter at Intervals not exceeding
shdIl 68 4§ fidtfdW fi§ 0id6f(dAl fd A116W
b) Determine the bearing strength of
1,000 yards.
addlUAte mdifl fdf 161HIfig the 0106 and
the soil from the following table.
to 611OW OibOdlf Cdrfi0dc:tIdh bf tha 91dofill.
MlnIIhUM ttdHbh Width 19 fibfffidily, 66h.;
BEARING STRENGTH OF SOILS
Radfut BOnds
4. PIP611ridd §hAlf ba cAAed, brlddAd, dP
SOIL lb. per S% Ft
Muck peat etc.
Geddual chdn06 of direction may be
OMMI-46 protected At Iddfifl6fib whow
they will be Subladf fd heavyjuHde@
Soft clay 1,000 es
Tend
Achieved by de%ctIr'Ig or cocking RIEBER
idIhId a mdkl MUM of 3 degrees without
Ioddd dUd td §hdilaW bU0111. rAgIfid Ahall
dl§d bo Uged IN §pAAmIHd L%f6gkg gfid
2,000
Sand and gravel --�,0�0O
affecting the hydraulic "at of the joint
Ottddf§ Aid made only after the straight
91.11110, Oklifiditig 8 ft. 6M 61th6e AId6 of
Sand and gravel cemented with clay 4,00o
Hard sheld
Iri-Iffiddis6mblylAmAdd. Deflections at
the creek or dully.
10,000
th6 Joint And minimum curve radii (ft.)
dbidihAbla Are listed below.
JoInthig
i . The plod dhAil ba lblhtdd in thd teahch,
or Ab6vddfdUhd, IM 9866fdAhbo With tho
joitififid lhjffU8tl6aL-'r:- - - - -
lUblidit8di fifid tfif 9611 AM doldef OHM
dildAgd t'MMUY aft B81ft:
3. It ABM film
OUR MAf thNofo VIA,
of entryfl
with fho hidd 61 the ball. 1 S811,111fid"61 a,
and
4. AT NO TIMt ghduld a 811116084.
similat' device bd tMd to MUffibia Ojos.
a) t)lvldO the toidl thititt on the lifting
116gree of
WaO d) by the bddtlhg afrdngth of
thd §dlI (9160 K The tddUlt 19 the
Deft flon 20 LL [an n I h
it the Joint Offset, inches Radius,feet
ti
,§CIU&d 106161 A669 hodddd om W
I 4.z,
fdcd of the thWAf bi6bk
2 8.3" 572'
d) thru§1 blockd §fi6UId MUM h the
c
3 12 381'
X
PIP# dt fitting, hot firibiada IL
ufidat fhd hum& dIdhY thd §Iddg dfj
ovaf tho fop � ths 0108 to i fjbhi;,.
F 01614d d8oth riff at 16991 61i. this bAbIdIII -
ARAII 1:16 antis tfidt 4116W dam 600181163
It thall ba ItOd of fticki, fibiah clodA, Lit
athof HAM bbjdbta.

on each side of the pipe to )Itovide support free from voids.
Care should be taken td Avoid defoimitig, displacing, or
final backfill only after the mj) l iuht depth of cover has been
placed and only with
damaging the pipe during this phase of the operdtioii. :
pipe ,having wall thicknesses great! than
that of SDR-41.
6.4 pinal backfill
8.4.1 C3ineral. After pipeline, jesting, final backfill shall be
SECTION 7-SpkfAL CONSID:ERA'I'IONS
placed And spread its approxiniately uhiform layers hi such A
manner as to fill the trench cofnpletely so that there will be no
unfilled spaces under or about rocks lumps
7.1 Bell holdi tot iubudi piiskdt ldhiis,' Whiri the pipe being ln-
stalled Is provided with rubber gasket johits, bell holes shall be
or of earth in the
backfill. Final backf'dl shall be free of large racks, frozen clods
and other debris greater than 76
excavated in the bedding material to allow for the unobstructed
assembly of the joint. Care should be taken that the bell hole Is no
mm (3 In.) Iti diameter. Rolling
equipment or heavy tampers should be died fu consolidate the
larger than necessary to accomplish proper joint assembly. When the
joint has been made; the bell hale should be carefully filled with
TABLE 11 - THRUST BLOCKING AND "CRORB FOR UkDERGAMIND 1#ii1GATI4jR PIPELINES
,a t'!,•
+N!" ' ,'
{!�;�rt ' �}�(°� a• ' '"
Steb 1. Multiply the workind brizi&b by the ippiopi i" value
sliowif ld the followink table W obtdiri totai thrust lii N• (1b).
ktPELIXE 1•9litIft PACTOltsi
•4'r
e.I,
".1 jV##
j I:
Pipe Size bead End 90° S*
22.11Y
id. nitn or tee klbow Libow
Elbow
1-1/2 38A 2.94 4A6 2.25
1.15
2 50.9 4.56 6.45 3.60
1.78
2-1/2 63.6 6.65 9.40 5.10
2.60
3 76.9 9.80 13.9 7.51
3.82
3-1/2 88.9 1.2.8 19.1 0.81
4.99
4 101.6 16.2 23.0 12:4
6.31
6 127.0 24:7. 36:0 18.9
9.63
6 152.4• 34.8 49.2 26.7
13.6
8 203.2 59.0 83.5 4b.2
23.0
10 254.0 91.5 130.0 70.0
36.8
12 304.8 129.0 182.0 98.5
50.3
* Based on thrust per kPl (psi) pressure
t Blocking for cross may not bb needed with long branch lines.
Step 2. Determine the bearing strength of the from
soil the table
below:
BEARING STRENGTH OF 3611,E
S611/ aim! Siie Ilearing Loads lb/ft2
kPa
38iiiid Shale
10 000
Cetneiited Giavel and Sand
478.8
difficult to 'pick 4 60
191.5
COanse and find com6det Safid- 3 boo
143.E
Medium Clay -Can bd spaded 2000
96.8
Soft Clay 1000.
47.9
Muck 0
0
Step 3. Divide the total thrust obtained in SimDi by 'the bearing
strength of the soil to 16t the area needed, fn2 (ft2).
SIDE THRUST ALT9ARA'i'E # tOC$btjKk
Pipe Size Side Thrust -per Degree*
iii. nun lb -
IV
1-1/2 38.1 5.1
22.1
2 50.8 7.0
2-1/2 63.5 11.8
35.1
3 76.2 i.7A t .
51.6
76A
3-1/2 88.9 22.4
d
g9.8
101.6 28.3
6
126.9
127.0 43.1 ;. ..
6-
191.7
152.4 60.8•,'i
270.5
8 203.2 103.0
468.9
10 254.0 160.0
711:7
12 i 304.$ " '" 225.0:' . _:
1000.8
,1i_ ass, •.
i' Based on side thiifat Pei 3b9 kl a (1&vtfslj bieseiii6 bef degree of
; deflectloii:. ;
NOTE: Multiply side thiUst fYmii taiilg by`dijgrdld of de'llectloif
times kPa (psi) divided by 1UQ to,obialft total side thrust to N (lb).
PRA
R

E
4
LL
BERK ELEY PUMPS CURvE ,40751 ✓
DATE 1-2-86
TYPE "B" RATING CURVESPAGE 1.02
SUPERSEDES
MOTOR DRIVE All reviou I
I % y issue
4075 Curves
c4": N I I C.I.
Pmtm& L01018 awL%.LOIO]8
Nominal A.P.M. 3600
438ft up"tw C-1.
P@qL me. S07367 mew bw S07367 WSJ Full
Based on Fresh Water 0 80r F.
Maximum Working Pressure: 150 PSI
30
20
t
7-7 ........
........ .. ........ ....... . ....... ;.I ... .......... �10
.... ...... .
200'
I HEAQ .......
.............
. .........
......... z
175'
.
I ug LAa- (5-14PI
'.35%
58%IEMCIE
...* .....
.. ..... .. .....
ISO
125
j
ml..
..... . ....
50%
100
4 ....... .. i
+
75
50
..... .....
25
0
0
4-0- 50' 60 70 80 90 100 110
f I
120
10 20 R5
CAPAMY W U.L GALLONS PM jW"VM
nnc
B." " T-1=7
— r e—
- -- -
C4W*: www C.I. PwL" L01018 **oLkw LO1018
Nominal H.P.H. 3600
C.L Pm Pm. M07298 (7/3U)vswLo. -qm belo, ,L 6-9/1 G* Based on Fresh Water 0 Sol F.
532401(li U) Maximum Working Pressure: 150 PSI
30
....... .... ..........
+ - - rIMPOLLM, WA
20
.. ... ........ ...
........... ....
.A, 225, , " i - - .. j -- -110
M07638 S34238. ".1 7-1
R -HP) to M072M. -
S32401
20014---
0
74961'-
i.-' I z
TA ... ...
4' . ...... ..
175r---
.. ... .... .
154*Ela (S HP) T
12
j
. . .. ............... ....... . ..
.. .. . ... .......... . ...... . . ..............
7
251- - ....... .................... ........... ..... ....... L ........ . ............... ...... .. ......... .... . ...... .... ... . ... . ..........................
OL
........... .. ..... .. .... ... .. .. ....... .. ......
)-G,o '0 200 25�0
0 1 . ...........
C41f�."-C!Y IM PI.S. GALLONS FCA MINWIT
-1, -2 9.0—� C-8898 D.", 12-7-83 u... 7-30-83
T F I lei
/0
k 1-1 ;

c
�..•"".r„�'y n ...
rgai`3.Oii •ASt~ CatitieyaaCa��F3�—nD-J�
Tests far t�rexstu .and lealrs shall be aexm_
=,.:
ON" with � test ra tlerteflee pipe mom Zile
plfshod by inVecft the pipeline and appunenaneas while
ragetir+ernota ire tltii W. The reel d
the maxwttum wrXltiRq pressure is mairrmwed ano ail joirres
spprCval d i rerasg�ed Iefap�>e y on pipe �4 one d
and annex ire uncovered, or by ftwving normal
Mr ASiM de kpaWotsa llEsardiri tfitie sotirraarss nary lye
op.raAon of the pipeliiis after it is put into sarvC& Portia!
a�eepted trier tM
r.'.
_
backft nood@4 t l hold. file �ipe trY plaC� ,� ,�,� r i. �r'�r
- _.raa�. - •.�"w ro"�ll. .7 lita� i1�L of lid kt=j-
•s�
'
sftali be pfacad as.lied In 3+trtfal 9adr15H."• tee
shall tte rai; ifld_ Me r+ltssifd . -
p�.� Y.
�
- !�d ttus son ldartx. >"ir
.sysrem
Thin prpe+ine
strlr� r iwor�rtll�y p�>tile
z; '- -'
slran G"tested to insure that d fur�On3 ,...
�� a� it7rd rt�ertaks fee not '
prtrperty at aesigrs c ry. A[ or below design cxvaary
leaf dtan t vmL-. >li'eertll7�dpre idaeed%" tale rr a vu,
theca shall be na a jerµfanable now conaitiorm Cbiomorra-
tt�er arts rnitkielgs Ct tort pigf U34K ,
ble flow conditians shall incude water hammer, continuing
unsteady delivery of water, damage to the pipeline, or detri-
mental discharge from control valves.
Initlil Ucklill. Hand. mechanical- or water packing meth.
ods may be used.
,
The initial backfill material shalt be scii or sand that is.
free from rocks or stones larger than t in. in diameter At
the time of placement, the moisture content of the material
shall be such that the required degree of companion can
be obtained with the backfill method to be used. The initial
backfill material shag be placed so that the pipe will not be
displaced, excessively deformed, or damaged.
If backfilling is done by hand or mechanical means, the
initial fill shall be co npacred firmly around and above the
pipe as required to provide adequate lateral support to the
pipe.
If the water packing method is used, the pipeline rust
shall be filled with water The initial backfill before wetting
shall be of sufficient depth to insure compiete coverage of
the pipe after consolidation. Water packing is ac=mplished
by adding enough water to diked. reaches of the trench to
thoroughly saturate the initial backfill without excessive
pooling. After the backfill is saturated, the pipeline shall
remain full until after the final backfill is made. the wetted
fill shall be allowed to dry until firm before beginning the
final backfill.
Final backflil. The final backfill material shall be free of
large rocks, frozen clods, and other debris greater. than 3
in. in diameter. The material shall be placed and spread in
approximately uniform layers so that there will be no
unfilled spaces in the backfill and the backfill will be level
with the natural ground or at the design grade required to
provide the minimum depth of cover after settlement. Ao4_
ing equipment shall not be used to consolidate the final
backfill until the specified minimum depth of cover has
been placed.
All special backfilling requirements of the pipe manufac-
turer shall be. meL
Basis of acaaptance. The ak =W=il"rty.cf the pipeline
shall be determined by inspections to check compiianca
with all the provisions of this standard with respect to the
design of the line, the pipe and pipe marking, the apptute-
nances, and the minimum installation requirements.
Cartlffcatfons and guarantee. If requestred by the state
camervanon engineer, a qualified testing laboratory must

���,sv��';..;; ;�gti*ter• ;+.j.'.:;:;;:, ;,;+x. "r = +r;r=•� " ;;rj�'*.�---_,...
��ib-zai-y�-•'Fo?�='*,:f��,?'�Y``•:
:oavegance
trrigeort Wa yr-con%+ once
z.
High-Prewtlre, Underground, Pla5ic
P jreline tipeCi tcabons
t rrsc:1111atloee . - - - .
Mirdnffl depttz of corer. pipe shag be uwalte[t at suffr-
=Wn d4mm beicw the ground su. f to provide CrC09�
trcm ha.== imposed by traffic crewincs. tarmrng cceca-
tlerm. freezing temperatures. or soil cracking. T'.e-:rnimunt
de= of cover for pipe su3=Mbie to any of mesa hazards
snail be:
P400 duuraw 5scrh Ct :-vet
» »
;i 'r-mugn Z A . 18
3 o:rCt.`n 5..._..... ...- . 24
4 Cr more 30
In areas where the pine will rct be suscsotibie :o freez-
ing and vehicular or cuitivaticn ha— rrs arc :r a scits do nct
crack accraracty wren dry, the minimum cacth cf -cover
may :;e rscuc3c
P;%:a c:ar AKW Cash cf Wirer
» n
mcm than 8._ » _. 24
In aancwry cgs -hers the pipe is nct suscsptitle to
tee.vrg and heavy equipment is revel aitowed, uhe mini-
mum dscth of czver may be 6 in fcr a ban diameter pipe
:r. `cr a !auger pipe.
The minimum carer fcr polyethylene pipe is Sin bLf tray
be reduced to 2 in where conditions warrant The minimum
cover for PVC pipe in Cartberry tags, whom the pips is to
be protected from freez;ng after winter Hooding, shall be 12
in, if the wirrter flood equals or exzaeds 12 in. Where the
-inter Hood is lass than 12 in. the top of the pipe shall be
at least 24 in below the wafer surfaq. Scivent-welded joins
shall be used al ail connections of PVC pipe where peat
and inucit exist in their nermar layerad pattern. Rubber
gashat joints may be used following normal bedding pr=3-
dures where coarse sand or cement layers artist
At law pracas on the ground surface, extra fill may be
placid over the pipeline to provide the minimum depth of
=vec The rep width of the till shall then be no less than 10
tt and the side slopes no'steeper than 6:1. It extra prctec-
tion is needed at vehicle'ac-mb gs. encasement pipe or
other apprareci methods may be used.
Trench asnstructfon. The trench at any pant below
the top of the pipe shall be only wide enough to permit
the pipe to be easily placed and joined and to allow the
initial backirlt material to be uniformly pier -ad under the
haunches and along the side of the pipe. The maximum
trench width shall be 36 in greater than the diameter of
the pipe. It the trench is precision excavated and has a
Semici=War bcr= that cbosaiy rite the pipe. the width
shall nct es:caed the cutside`d'hameter of the pipe by
n�cra that 10 percent. - The trench horrors shalt be undorm so that the plow lies
on trio bourn wittxxa bridging. Cods, roots4 and uneven
sans that can damage the pipe or cause nenuniferm sup -
Pon shalt iae non c:.
it txia, Cculcees, or.any at>1er;matww that can damage
the pipe are errituitered.- the &each bottom snarl be under-
cut a mmimurhs of a in beicrv'final gads and ,, ad with bed-
ding material pttsisting ct sand or comcaCad Hrd-grained
soils.
P?pelines having a diameter of 'A through Z,i in Mat are
to -%e ;lacad in areas nct subject to vehicular Icaos and in
soils mat do riot --act aCprecabiy when drymay ae-pfacsd
v using ";tcv#4n" equipment insteac of conventional
trancring.
PtL-vmcns snarl be made to insure safe werxirg ccndi-
ticns 'xrters unstacle soil, trench depth, or tinter ccrditicrs
can be haz3rccus to personnel working in :he 7erc
Ptxament. Cara snall ca taxen to prevent;ertanert dis-
:crt:cn arc carnage wnen hancling the pica cunrg
aily warn or cold weamer. The pica snail -6 ailcwec :J
...,:re Wi tin a taw dagrees cf :ne :smceratur3 7 writ have
a'ar , :s ccmcietsiv ccrterec '_eicra clacrg :;,e :acriii.
_,-sr :ran .rat neec-d `cr sracirg, . =afcr- ...r.ecirg
.�a :rce .......^.3r ^:: rear ;!9 -.ice zrZ1 `:3 -rf -r'.:Y fV
=r--ru=ry SL'CCcr19c -/er ,= 3rtir3 ergn _n firm riaCi2
matsriai. 3IcclLrg or mctmcirg shaii nct to = a crrg
.ra ;ice .a tinal grace.
=cr pipe kith nail jcirct, bell hcles snail _e in
to bedding maraca!, as needed. to allow 'or urccs;r:c*d
a^�zmc y of he joint ar.0 to ;ernnit Vie Sc&,/ at :he "'03
sa in , rn=c 'mm ." .ecCiriq mataral
Joints and ccnneeilcrs. All :cirri snc conrec :crs s^all
ba aesigned and o.:nsr :cmd to wrthsard :he design maxi-
mum wcrxing preasum fcr the pipeline **bout leakage and
.o leave the inside cf the fine tree of arc cbs:ruc:icn that
may tend to recuc3 its capacity below design requirements.
All fittings, suet as couplings, reducar,.:erds, tees, and
c.-coses, shelf be installed ac.:: rdirg to dte recammenca-
: cns cf the pipe manulmewrer. —
i=:ttirgs made of steel or other metais suscactibie to cc r-
rcoien snail to adequately prcteczed by beirg wracced with
plastic Lace or by being c toted with a suc=nce :hat has
high corrosion -preventative cualities. If plastic race is used,
all surfaces shall be thoroughly cleaned anc coated with a
primer ccmpatible with the tape before wracping.
Thrust bites. Thrust blocics must be tcrmed against a
solid hand-excevated trench wall undamaged by mecnani-
cal equipment. They shall be constructed of concrete, and
the space between the pipe and trenc.'t wall shall be rilled
to the height of the outside diameter of the pipe or as spec-
ified by the manufacturer.
Testing. The pipeline shall be leered for orewure strength.
leakage, and prover tunc:icning. The tests may be per-
tcrrned betore backiflling or anytime atter the pic�efine is
ready for sernea.
SCS, January 1989

d y
7
360° rotation
4
impact sprinkler
Models 7025RD-1-1"M EFF, 7025RD=1-3/4" F EFF
... _ ff 11
7025RD-1-1 F EFV, 7025RD-1-11/4 F EFF
PERFORMANCE DATA*
Nozzle Pressure (psi)
35
40
45
50
55
60
65
70
75
80
#14 Nozzle (Y32")
Flow (gpm)
8.34
8.91
9.45
9.97
10.5
10.9
11.4
11.8
12.2
12.6
Spkr. Base Press. (psi)
35.8
40.9
45.9
51.0
56.0
61.0
66.1
71.2
76.2
81.2
Dlam. on 1.5' Riser (ft)
104
108
113
118
121
126�
129
132
135
137
Diam. on 6' Riser (ft.)
112
118
123
128
132
135
139
142
145
147
Diam. on 12' Riser (ft)
121
127
132
137
140.
144
146
148
150
151
#16 Nozzle 11141)
Flow (gpm)
10.8
11.6
12.3
13.0
11.6
'1� 14.8
15.3
15.9
16.4 I
Spkr. Base Press. (psi)
36.0
41.2
46.2
51.4
56.4
61.5
66.6
71.8
76.8
81.9
Diam. on 1.5' Riser (ft)
112
116
121
127
131
135:
138
141
144
146
Diam. on 6' Riser (ft.)
120
128
133
138
142
145
141
150
153
155
Diam. on 12' Riser (ft)
128
134
189
144
147,
5d ...
153
156
158
160
#18 Nozzle (V32") **
Flow (gpm)
13.6
14.6
15.5
96.3
17.1
91.8
18.6
19.3
20.0
20.6
Spkr. Base Press. (psi)
36.4
41.6
46.8
51.9
57.0
62.2
67.3
72.4
77.5
82.6
Dlam. on 1.5' Rlser (ft)
120
124
129
133,
137
142 -
145
148
151
154
Dlam. on 6' Riser (ft.)
127
134
139
143
141
150
153
156
159
161
Diam. on 12' Rlser (ft.)
134
146
146
150
153
157 _
160
163
165
167
#20 Nozzle
($46")
Flow (gpm)
16.8
17.9
19.0
20.0
21.0
22.0
22.9
23.7
24.5
25.3
Spkr. Base Press. (psi)
37.0
42.2
47.4
52.5
57.7
62.8.
68.2
73.3
78.5
83.7
Diam. on 1.5' Riser (ft.)
124
128
134
138
143
147 •
151.
154
157
159
Diam. on 6' Riser (ft)
130
137
143
147
151
155
158
161
164
166
Diam. on 12' Riser fft)
138
144
149
154
159
162
166
168
171
173
*22 Nozzle (�11s2")
Flow (9pm)
20.2
21.6
22.9
24.1
25.3
26.4
27.5
28.5
29.6
30.5
Spkr. Base Press. (psi)
37.6
43.0
48.2
53.4
58.7
64.0
69.2
74.4
79.6
85.0
Diam. on 1.5' Riser (ft.)
127
132
137
143
147
152
155
159
162
164
Diam. on 6' Riser (ft.)
133
140
145
150
155
159
163
166
169
171
Diam. on 12' Riser (ft)
142
148
154
159
164
167
171
173
176
178
#24 Nozzle Ma")
Flow (gpm)
23.8
25.4
26.9
28.4
29.8
31.1
32.4
33.6
34.8
35.9
Spkr. Base Press. (psi)
1 38.4
43.7
49.0
54.4
59.8
65.2
70.5
75.6
80.8
86.6
Diam. on 1.5' Riser (ft)
129
135
141
146
151
156
160
163
166
168
Diam. on 6' Riser (ft.)
136
143
148
154
159
163
167
170
173
175
Dlam. on 12' Riser fft)
146
152
158
163
168
172 .
176
178
180
182
*Figures reflect actual test data. Production models may show slight variation.
**Standard nozzle size.
Note: Maximum stream height is 15' (f.) above nozzle using 3/id' (#20) nozzle at 50 psi operating pressure
C 7025R EFF 048 /3

-
- S-
FACILITY 96 109
IT N0:
C IL
AN-L LEI. W kSTE NL�_ �GEI�ZE�-' PL k CERTIFICATION FOR E�STPi iG FEEDLOTS
Please return the completed form to the Division of Environmental lianagement at the address on the
-everse side of this form_
Name of farm (Please print) William Britt Farm
,failing Address: 372 Piney Grove- Roadphone NO.: 9 19-566-3786
"r` 1'aGran lNC­28551
County (of farm): Wayne
Farm location: Latitude and Longitude: 35 18' 04" ! "77 50' 37"'(required). Also, please attach a
copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : Swine
Design capacity (number of animals) : lg 1440 (4 19 99)
Average size of operation (12 month popuiation avg.): 1440 W7 4/19/99)
Aver -age acreage needed for land application of waste (acres) 1 1 .
Technical Specialist Ce.�ication
As a technical specialist designated by the Norz Carolina Soil and Water Conser-r4son Coma -mission pursuant
to 15A i`+CAC 6F .000 , I certify that the a7. stung animal waste management system for the names
above has an animal waste management plan that meets the operation and maintenance s=daras and
Spe�'flcations or the Division of Environmental l�Ianazemert and t ie TISDA - Soil Conserianc n Ser'�_cz
and/or the Nordi Carolina Soil and Water Conser-ia4on Ccr.,�ir�ission pursuant tc 1�A ETC:'.0-__.C217 rid
15A NC.�C 6F .0001 - .CCO-. The follows.- elements and weir cc
r__esnondi:.g :1 ;L nar'� .__ -� .•�';e =ze
vet lied by Tie or other desig`+ated technics sre—ad
ses and ar.: included in the piar_ as apiJuca-_.:. _.-_.___....
se, orations (buffers); adecl±::t: Cuanep� a;.d amount of lu,TiQ :Cr wu$te �i�:li�::LCI. "CrUs_- Ci "u' �
access or ownersnip of proper waste amour: ticn ecul-oment: schc ;ule for d=g of ap-paca 7—Cr_: aCGllcat cr'i
rates: loadlna rates- and the control of the ^'SC'iar?e or poliu=is loom 5ior:—nwat1zr r'21n011
than the 25 - year. _'- - hour storm.
When,chezked. see reverse side of form for condironst eY;.9�iions.
Name of Technical Specialist (Please P-Hnt): Patricia S. Gabriel
Affiliation (Agency): NRCS 208 W. Chestnut St .
Address (Agency): Go7 -'sboro NC 27530 Phone Nio.: 9 19-73 1- 1532
Signature:, - 6
Owner[Lanager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the far, named above and will implement these procedures. I (we) !mow that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of Environmental Management
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system= to surfac: ;waters of the state either directly through a man-made conveyance or through
runoff from a storm event.:ess severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the-local,Soil and Water Conservation District.
Name of Land Owner ;Please Print): William Britt
Signature: &-), I� Date: May 14, 199
Name of Nlanager, if difrerent from owner (Please print):
Signature: Date:
Note: A change in land ownership equires notification or anew certification (if the approved plan is changc3) within 60 days of a title transfer.
DFUVI USE ONLY: ACE#

ate+ �
;�•. r ...,.77 ..
-YY.''C""-_ \- R• me~µ:l't'v'•Y;.-F?-•. �'C S":5 l'44 ..S p.'~.• p �.. _ +T.
FACILITY N0: 96-109
- r
ANTdAL WASTE NL: , AGEN ENN T PLA�i CERTIFICATION FOR EYISTIi 7G FEEDLOTS
Please return the completed form to the Division of Environmental llanaggement at the address on the
reverse side of this form.
Name of farm (Please print)" William Britt Farm
;`Mailing Address: 372 Piney Grover Road Phone No.: 9 19-566-3786
..• LAGran e :NC 28 1 ' ' Cpunty (of farm): Wa tie
- 18' 04"' / '77 50•' 37"t(required). Also, please attach a
arm loca
Ftion: Latitude and Longitude: _ 35
copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc •) : Swine
400
Design capacity (number of animals) :
Average size or operation (12 month population avg.): ies) 1 1. 0
Avemaze acreage needed for land application of waste (acres)_ _
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15� NCAC 6r .0005; I certify that the existing animal waste management system for the fa mn named
above has an animal waste management plan that meets the operation and maintenance standards and
s;,ecirications of the Division of Environmental Management and the USDA - Soil Conservation Seniice
and/or the ; ior-LLh Carolina Soil and dater Conservation Commission pursuant to 15A �TCAC 2PI.0217 a^c
�vz ce--
15A NCAC 6r .0001 - .000S. The following elements and u.eir cor=esp_ ondirig m dr—slum crte. a a�
J. ,_i,e0 bV ,Tie or other designated technical specialists and are included in the plan a5 ; � ilCabi�: iTi P,� i ._i
: •ar'-' "'j:
Se-arauons (buffers); adequate quancty and amount or land -or wade udazatlon (or use vi third ice_+
access or Ownership oI proper waste application equipme tit: SCheduie Or timLig OI aDCL1C3T�1CCisI application -
rates: loading rat S: an the control of the discharge oI p ollu-� his from Stor—Inwater ranoTI eve n:a -leSS severe
than the 25 - year. 211. - hcur storm.
y�i-hen checked, -see reverse side of farm for conditions; exceptions.
__JL�
Name of Technical Specialist (Please Print): Patricia S. Gabriel
Affiliation (Agency): NRCS 208 W. Chestnut St . phone No.: 9 19-731- 1532
Address (Aden ): Go sboro NC 27530
Date:
Signature:
Owner[Manager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) k low that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities,will require a new certification to be submitted to the Division of Environmental tilanagement
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
Name of Land Owner (Please Print): wi11iam Britt
Signature: �aa�e�r�
JDate: M 14 1996
Name of 1&different from owner (Please print): Date:
Signature:
Note: A change n land ownership requires notification or a new certification (if the approved plan is changed) within 60 days of a title transfer.
DENTI USE ONLY: A,CE#

E
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: William Britt Farm
1.2 Print Land Owner's name: William Joseph Britt
1.3 Mailing address: 372 Piney Grove Rd
City, State: LaGrange NC
Telephone Number (include area code): 919-566-3786
Zip: 28551
1.4 County where facility is located: Wayne
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
11
copy of a county road map with the location of the farm identified): Approx. 1.5 miles south of US 70 on Piney Grove Rd.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed)
1.8 Date Facility Originally Began Operation: 01/01/92
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _96_ (county number); _109 (facility number).
2.2 Operation Description: Swine operation
Feeder to Finish
1440- Certified Design Capacity
Goldsboro Hog Farms
Is the above information correct? � yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animas:
FORM: AWO-G-E 5/28/98 Page 1 of 4 96 - 109

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 28.00 ; Required Acreage (as listed in the AWMP): 11
2.4 Number of aaoons storage ponds (circle which is applicable): !
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 6/3/91
What was the date that this facility's, land application areas were sited? 6/3/91
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every Iand application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 96 -109

Facility Number: 96 - 109 .
Facility Name: William Britt Farm
4. APPLICANT'S CERTIFICATI N:
(Land Owner's name listed in question 1.2), attest that
this application for William Joseph Britt Farm (Facility name listed in question I. I)
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.
Signature
Date 3/22/99
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. i understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 96 - 109

FORM IRR-'I
Lagoon Liquid Irrigation Fields Record
For Recording Irrigation Events on Different Fields
Farm Owner Facility. Number -
Irrigation Operator
Date Field Size Irrigation Time Number of
Tract # Field # mmfddl r Crop Type acres S �rinklers O eratin
5(aDZ �S raw f e y
Fq "3 eat 1.03 2-
F57 WW4 r c'I-/ iI,(r
F 5 ROW 5 I Z ra
F5 PWW 6 ,r I. qZ 2
F5 FOW7 I,wZ Z h
F5 T--,^8 n 1.67
�.5 T,0Wq I,7Z

kit
HYrr
1A

Swine Farm Waste Management Odor Control Checklist
..
BMPs to Minimize Odor Site Specific Practices
--- Cause
Farmsteadv • Swine
Animal body surfaces • Dirty manure -covered animals
Floor surfaces • Wet manure -covered floors
Manure collection pits • Urine;
• Partial microbial decomposition
Ventilation exhaust fans • Volatile gases;
Dust
Indoor surfaces • Dust
Flush tanks
Flush alleys
Pit recharge points
Lift stations
Outside drain collection
or junction boxes
Agitation of recycled lagoon
liquid while tanks are filling
• Agitation during wastewater
conveyance
• Agitation of recycled lagoon
liquid while pits are filling
• Agitation during sump tank
filling and drawdown
• Agitation during wastewater
conveyance
JS Vegetative or wooded buffers;
B Recommended best management practices;
0 Good judgment and common sense
El Dry floors
® Slotted floors;
J91 Waterers located over slotted floors;
O Feeders at high end of solid floors;
0 Scrape manure buildup from floors;
O Underfloor ventilation for drying
O Frequent manure removal by flush, pit recharge,
or scrape;
0 Underfloor ventilation
0 Fan maintenance;
IR Efficient air movement
A Washdown between groups of animals;
M Feed additives;
O Feeder covers;
13 Feed delivery downspout extenders to feeder
GOVI s
O Flush tank covers;
CI Extend fill lines to near bottom of tanks with
anti -siphon vents
O .Underfloor fltts11.with underfloor ventilation
jl Extend recharge lines to near bottom of pits
with anti -siphon vents
f] Sump tank covers
O Box covers

eu_ Cn-nrfin PrarticeS
Cause
Cause
[iMPs to Minimize Vaor ---
Source
End of drainpipes at
• A nation during wastewater
a
Extend discharge point of pipes underneath
lagoon liquid level
lagoon
conveyance
gas as emissions;
0
Proper lagoon liquid capacity;
Lagoon surfaces
• Biological mixing;
lW
Correct lagoon startup procedures;
• Agitation
IN
Minimum surface area -to -volume ratio;
Minimum agitation when.pumping;
Cl
Mechanical aeration;
❑
Proven biological additives _
Irrigation sprinkler
High Pressure a g itation;
OW
irrigate on dry days with little or no wind;
`
nozzles
• Wind drift
lJ
Minimum recommended operating pressure;
®
Pump intake near lagoon liquid surface;
O
Pump from second -stage lagoon
Storage tank or basin
surface
Settling basin surface
• Partial microbial aecompc
• Mixing while filling;
Agitation when emptying
•
Manure, slurry or sludge •
spreader outlets
Uncovered manure,
slurry or sludge on field
surfaces
Partial microbial decomposition;
Mixing while filling;
Agitation when emptying
Agitation when spreading;
Volatile gas emissions
Volatile gas emissions while
drying
• Carcass decompos
O Bottom or midlevel loading;
❑ Tank covers;
® Basin surface mats of solids;
O Proven biological additives or oxidants
O Extend drainpipe outlets underneath liquid
level;
O Remove settled solids regularly
O Soil injection ofslurry/sludges;
O Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
O Soil injection of slurry/sludges
[3 Soil incorporation within 48 hrs.;
CJ Spread in thin uniform layers for rapid drying;
Cl Proven biological additives or oxidants
lK Proper disposition of carcasses
LGau uu.......-
Dead animal disposal • Carcass decomposition O
pits
Incinerators • Incomplete combustion 0
Complete covering of carcasses In ounaJ Nua,
Proper location/consimction of disposal pits
Secondary stack burners

BM.Ps to Minimize Odor Site Specifi
Source Cause c Practices
Standing water around • Improper drainage; � Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads IN Farm access road maintenance
public roads from farm
access _ ..
Available From:
Additional Information : NCSU, County Extension Center
Swine Manure Management; 0200 Rule/BMP Packet NCSU -BAE
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88 NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88 NCSU -BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;. EBAE 103-83 NCSU - BAE
Calibration of Manure and Wastewater Application Equipment-; EBAE Fact Sheet NCSU -Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program ; NPPC Manual NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension

-source
Flush Gutters •
Insect Control Checklist for Animal Operations
ra..cp
of solids
BM[ps to Control Insects
I] Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits ^ • Crusted Solids N
Maintain lagoons, settling basins and pits wnere
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Deca in vegetation St
Excessive Vegetative y g g
Growth
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watces edge on impoundment's perimeter.
J_ _
- - — — . Feed Spillage 0
Feeders
Dry Systems
Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
9
accumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 -10
day interval during summer; 15-30 day interval
Feed Storage • Accumulations of feed residues O
O.
during winter).
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).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
Site Specific Practices

Cause BMPs to Control Insects. Site Specific Practices
Source ---
Animal Holding Areas Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
❑ 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 ❑ Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) wherb manure is loade& for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
❑ inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
xtension Service, Department of Entomology, Box 7613, North Carolina State University,
For more information contact the Cooperative E
Raleigh, NC, 27695-7613.
. . --/ !1__..'1

Insect Control Checklist for Anibal Operations
Source Cause
BMPs to Controfl Insects ---- Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids
® 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
® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation
® Maintain vegetative control along banks of
growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry S stems
Feeders Feed spillage
® Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
® Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Insect Control Checklist for Animal Operations
Source Cause
Deed storage Accumulations of feed
residues
Animal holding areas ® Accumulations of animal
wastes and feed wastage
Dry manure handling • Accumulations of animal
systems wastes
)gMPs to Control Insects _ Site Specific Practices
® Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
® Inspect for and remove or break up accumulated
solids in filter stri s around feed storage as needed
11 Eliminate low areas that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal
0 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)
® Remove spillage on a routine basis (e.g.,
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
® Provide for adequate drainage around manure
stockpiles
® Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (MRCS)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible. location for all employees at
the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all Ieaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have 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 DWR regional office, phone number:
. After hours, emergency number: 1-800-858-0368. 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:
. Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23, 2016

2) local SWCD office, phone number:
3) local NRCS office, 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:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23, 2016

ROY COOPER
C&venlor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
William J Britt
William Britt Farm
372 Piney Grove Rd
La Grange, NC 28551
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at https:Hdeg.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure xour continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one fl1 copv of the Certified Animal Waste Management Plan fCAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
SA
incerely,
4�L rf
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960109
Maxwell Foods LLC
No;th pro na €YeQartmeitof Envranr enta �.nua t: I L vson of Water fi_=_:mDes
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