960028_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: 96-0028 Certificate Of Coverage Number:
2. Facility Name: Bennie W. Barwick Farm
3. Landowner's Name (same as on the Waste Management Plan): Bennie W Barwick
4. Landowner's Mailing Address: 1498 Mark Herrine Rd
City: Seven Springs State: NC
Telephone Number: 252-569-1846 Ext. E-mail: vbarwick2hughs.net
5. Facility's Physical Address: 1362 Mark Herring Rd
City: Seven Sprinas State
6. County where Facility is located: Wayne
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Nathaniel Franklin Barwick Jr.
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Tvpes:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
NC
Bennie W Barwick
252-569-6141 Ext.
J C Howard Farms
Phone No.: 919-738-9770
Allowable Count
4,480
AWS960028
Zip: 28578
Zip: 28578
OIC #: 25567
Dry Poultry
Other Tvnes
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
2/22/1993
87,120.00
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
I. 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: 2019PermitRenewal cr ncdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if .all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC, General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up. to, $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: BF/1 AIT6 0 -�NQZZ Title: 6w"];T-
Signaturel- UM4 ,", }.� , Date: ,3w) /-'/,T
Name:
Signature:
Title:
Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRenewa I@ncden r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q 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 beat least one foot above the seasonal
high water table. Attach burial location map and plan.
o(� Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
u 13B .0200.
Rendering at a rendering plant licensed under G.S. 106-163.7.
aComplete incineration according to 02 NCAC 52C .0102.
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).
Q 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).
QMass 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 of r ner/Manager
a.
1 ,H
F
i Sj a o Technical ecialist
Date
Date

WASTE UTILIZATION PLANa�
Friday, February 09, 2018
Producer:
Farm Name:
Telephone #
Type of Operation
B W Barwick Farms, LLC
Bennie Barwick Finishing 96-28
1362 Mark Herring Rd
Seven Springs,NC 28578
[phone]
Feeder to Finish Swine
Number of Animals : 4480 hogs design capacity
Application Method: Irrigation
Ala Z'e- /u;" e
fl
U1,j
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
4480 hogs X 1.9 tons waste/hogs/year = 8612 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
4480 hogs X 1.7 Ibs PAN/hogs/year = 7616 PAN/year
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE &CLASS-
CROP
YIELD
LBS AW COMM
ACRES
LBS AW APPLIC.
DETERMINING PHASE
CODE
N/ACRE N/ACRE
USED
TIME
5688
1-1
1IKENANSVILLE ALL
BC
4.7
230.3
Oi
2.62
603.386
MAR-SEP
5688
- 1-1
(KENANSVILLE ALL
SG
1
75
0',
2.62
196.5
SEP-MAY
5688
1-2
KENANSVILLE ALL
BC
4.7
230.3
0'
4.7
1082.41
MAR SEP
5688
- 1-2
-
KENANSVILLE ALL
SG
1
75 I
0!
4.7
352.5
SEP-MAY
5688
1-3
(KENANSVILLE ALL
BC
4.7
230A
Oil5.35
1232.11
MAR-SEP
5688
M1 1-3
KENANSVILLE ALL
SG
1
75
0
5.35
401.25
SEP MAY
5688
2-10
1TROUP 0-5%
BC
3.83
191.5
01
2.11
404.065
MAR-SEP
5688
-
2-10
ITROUP 0-5%
SG
1
75
0'
2.11
158.25
SEP-MAY
5688
2-11
TROUP 0-5%
BC
3.83
191.5,
G
2.39
457.685
MAR-SEP
5688
2-11
TROUP 0-5%
SG
1
75,
0'
2.39
179.251
SEP-MAY
--
5688
2-12
- -
TROUP 0-5 /o
BC
3.83 '
19
1.37
262.355,MAR-SEP
5688
_ _...
- 2-12
TROUP 0 5% %
SG
15
775
0.
d
1.37
102.75
SEP-MAY
-
5688
-, -
2-9
TROUP 0-5%
BC
3.83
191.5
0,
3.661
700.89,
MAR-SEP
5688
- 2-9
TROUP 0-5%
SG
1
75
0',
3.661
274.5
SEP-MAY
-._
5688
3-4
'KENANSVILLE ALL
BC
4.7
230.3
0
4.35i
1001.81
MAR-SEP
5688
3-4
KENANSVILLE ALL
SG
1'
75
0
4.351
326.25
SEP-MAY
5688
3-5
(KENANSVILLE ALL
BC
4.7
230.3
6
1.891
435.267
MAR-SEP
5688
_ 3-5
!KENANSVILLE ALL
SG
1
75
O
1.891
141.75
SEP-MAY
5688
3-6
'KENANSVILLE ALL
BC
4.7
230.3
0
1.98
455.994
MAR-SEP
5688
3-6
.KENANSVILLE ALL
SG
1
75
0
1.98
148.5
SEP-MAY
5688
3-7
!KENANSVILLE ALL
BC
4.7
230.3
0'
2.47I
568 841
MAR-SEP
5688
3-7
!KENANSVILLE ALL
SG
1
75,
0
2.47
185.25
SEP-MAY
5688
3-8
iTROUP 0-5%
BC
3.83
191.5
0
2.94�
563.01
MAR-SEP
5688
- 3-8
TROUP 0-5%
SG
1
75i
01
2.94,
220.5
SEP-MAY
TOTALS:
10455.1
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS N/UNIT
BC HYBRID BERMUDAGRASS-CONTROLLED GRAZED TONS 50
,SG SMALL GRAIN OVERSEEDED AC 50
Page 3 of 9

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
oirecror
J
NORTH CAROLINA
Environmental Quality
February 27, 2019
Bennie W Barwick
Bennie W. Barwick Farm
1498 Mark Herring Rd
Seven Springs, NC 28578
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://deg.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 your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3. 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) 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.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washing Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960028
J C Howard Farms
"i r� rt^ u c� I a Dec *t _^t r e J t v3L t r n -y =µ

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 I 35.8.31 10,455
TOTALS: 35.81 10,455
AMOUNT OF N PRODUCED: 7,616
BALANCE -2,839
*** 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 1657.6 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)
5688
2 10, -2 11 -2-12, -2-9, -3-
TROUP 0-5%
SG
0.75 j
.1
;5688
2-10, 2-11, 2-12, 2-9, 3-8
TROUP O-5%
BC
0.75
*1
5688
-1-2, -1 3, -3-4, -3-5, -3-6,
KENANSVILLE ALL
SG
0.60
'1
5688
1-1, 1-2, 1-3, 3.4, 3-5, 3-6, 3-2
KENANSVILLE ALL
BC
0.60 g
*1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4 of 9

NARRATIVE OF OPERATION
Acreages are from the previous WUP developed by Patricia Gabriel on 10/10/00. This WUP
utilizes the new nitrogen co -efficient and the current RYE. The October 2017 overseed
guidance is utilized based on the attached notice.
Page 5 of 9

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

other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9

NAME OF FARM: Bennie Barwick Finishing 96-26
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation andi_
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 FA ITY OWNER: B WBarwick Farms, LLC
SIGNATURE:, DATE:
ZjTL:' _ —I— (2
NAME OF MANAGER (if different from owner):_Aj....[-_CQ j2'J, -L�2'c d43) SIGNATURE: please print
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
(910) 3851000
SIGNATURE: k4-z' �� DATE:

Updated Crop Management Practices for Bermuda Winter Overseed
This document, as approved by the Interagency Nutrient Management Committee on
October 10, 2017, hereby modified the July 13, 1998 Memorandum "Crop Management
Practices for Select Forages Used in Waste Management". This modification updates
the application window protocol for the 100 lb Nitrogen PAN rate for both Cereal Rye
and Annual Ryegrass, as well as winter small grains.
• Farms utilizing the 100 lbs./ac PAN rate for the overseed are allowed to apply no
more than 50 lbs./ac PAN from October 1 through December 31 and no more than
50 lbs./ac PAN from January 1 through March 31.
• Applications made during the months of December and January cannot exceed the
combined total of 25 lbs./ac PAN for the two -month period.
• The last application of animal waste is to be applied to the bermuda crop prior to
September 30.
• The PAN rate for grazed systems must be reduced by 25%.
All other requirements of the July 13, 1998 Memorandum continue to apply. Those
requirements include but are not limited to:
Cereal rye and annual ryegrass should be planted by October 15 to provide the best
opportunity to get winter growth.
A harvest is required prior to heading or April 7, whichever comes first, for both
cereal rye and annual ryegrass. This is necessary to minimize the potential for
shading of emerging bermuda and reducing its yield. To favor the production of
bermuda, additional harvest of annual ryegrass will be required when the ryegrass
canopy reaches 12-15 inches height.
These management requirements shall also apply to overseeded winter small grain.
Nov 16, 2017

FIELD I
k 11
�4
MAIN
ION
LOCATION
U-CULATIONS- FOR SIZE)
JEF VALVE
DEG. SPRAY PATTERN
* . .6 *0,6! , I
13: 1 Utmi 00.6-, 11 Ll, �
TB

1,

Dec 02 SS 05:47a
USDA-t•NRCS
2SE-523-1353 Fie 2
Plan Amendment to Include S&'1A-CC Chi-onic Rainfall -Practices and Standards tbrou$li March 31, 2000
1.
If this facility can comply will': its existing perntit and CAWMI-I it must do so.
2.
Temporary Addition of New Sprayfiields ;*) (Check appropriate boxes.)
[1 A. __acres of cropland. 'List crop types used: _ _ -
11 B. acres of hardwoo 3 woodland r, 100 lbs. PAN 1 acre added.
[) C. acres of pine woc hand added @ 60 lbs PAX' / acre added.
3-
Summer Pcrcrmtial Grass (Chet k appropriate box.)
[l A. AppEL:atina window ext. -tded for until fiat killiev East.
_acres
[� B. :`.n additional 50 34s of P �N applied to ^_ act•cs ofpc:-ctinial grata; ptiat is kil;ing
4_
P''A�rN'' .4ppliccitioit Increased for Sniall Grains & Winter Grasses to be harvested. (C Beck appiopi late box.)
PAN
tr} t�. I acres of stiiall ,rains or %viiucr srusses to be harvested.
application iaxereest d up to 200 lbs rer acre for 35,C1
0 B. PAN appl ication increased up to 150 lbs per acre for acres of averseeded surrimer perennial included in 3. H.
5.
Waste Analysis (Check appmp: late box.) e
(} A. Prior to December I90, 19:;lq the calculation of PAN will be based on a 35% reduction of the last analysis taken
�.
p r to the first 25 year 24 ht:•ur storm event. ;Current waste analysis must be used after Dec. I" _}
1n. Use current waste analysis to determine PR N.
01
6.
Cte.iuirt c; - �;a�ianutr. i�Tiun c. IJailizatiou Ateasurer fol Small ci73ir.. ant V1 Enter Cirasscs.
A1:s: of l'iglier seedi;?2. rats ;.
(S. I*i:i?_ly harvest of fora-c i t i.^, )r :e yield, zind
t:_ ! ar."_�+duriatrhrrihris.!`•.rrrtnc��.eat)tcv.
%_ lief nil'eU - i!'!'i`;3UCSn %tanaltLt7: 42t 7 PCilniau B$ to A.rtayL� KUaiOii aAt: l'/)nit?.dam Fvatriitti!!.
A. ins, frequent. E ht irri sztioa anr:i:ztiwtst ..^.nd.
irri .obits irtitnediateIN belore pc.s3ietcd raiiiial:.
E. l'hc oa.:erI manager is retleiret to manage the raovenicut of animals to a»d from the facility- to minimize cnvirotaltnt;al
inipacL, ensure compliance avid. the fiacilitv's permit and amended CAWMP, and avoid discharge to surface waters.
9. Authorization to use the additional practices inciaded in this ametidment a%pires if a facility discharges to surface waters_
Any discharge is a violation and cuay result in an enforcement -action.
10. The owner/ operator is required to keep records of all waste applications.
I I. This revision must include a map or sketch of new laud application areas.
Facility Number I I 6 - O t9
IYArt /+ 6a0Ws'ek
Facility Oa•tter / Manager Name (PRIWT)
Facility Owner / Manager Signatu. e
,Date
dan n to 0 4ewt'c.,k 7s
Facility Name
s•(Sr.,
i *ieal Specialist Name (PRINT)
Technical Specialist Signature
Aare nMtam 6-V- k a `Ss-!
This document ):must be filed at the SWCD office and be attached to the facilities CANVIM
and be available for inspection at the facility.
(`) New temporary sprayfields must meet applecable buffer ant: setback requirements. Mrasie must not be applied to wetlands.
11/18/1999
t
1'3/02/99 08:49 TX/R.X NO.3204 P.002

r
�.''.—'•� Urntad States Sod � Q
t ); Oecar ment of Conservaticn
Agriculture Service
OPERATOR: l3--m-41er FAR"kifCK
Please review the attached plan and specifications care`uily. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as *CO 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 ;ob 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 will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
creaunenc lacocn.
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: Desion Requirement: 206 tuft. = cu.yds.
Estimate of Excavation: cu.ft. = 29 Z cu.yds.
Estimate of Pad & Dine: cu.fC. = )7ISS cu.yds.
1.-7:) ' Ration /
Job Class_ v
Da Le
1
Designed By,
Name
Design Approval
Nam e�
�. 2 -
• Da to
j� Tne Soy: Ccn�ei�auon Sarv�ce
'3 an agency of :ne
Oeaaftment 01 Agf1CWtVfe

. `
`
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,f|ushin8 operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre --
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be fo||owed. This
plan recommends sampling and testing of waste (see Attachment 8)
before land application,,
3. Begin pump -out of the lagoon when fluid level reaches eieva-
tion 49.3 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 46.9 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
out |ets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law,,

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
Z-A GcoA
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
County WA.,,
Landowner 8�'W/v �Ap —
Community or Group No. Conservation Plan No..
Estimated Depth of Water to Top of 4w S Ft. Length of Flood Pool 3'70 -Ft.
Date of Field Hazard Investigation 43
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
: Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
FT. —-,F t % Ft. Ft.
2
3
Describe potential for loss of life and damage to existing or -probable future downstream
improvements from a sudden breach NDNL. t� BP�cd 6-5- Afi, *b'o_'q'la't:'? 70
IP L�;' /% P62:6
Hazard Classification oA,f(, 00t, b, c) (see NEM-Part 520.21)
/_ T
Dam Classification (1, 11, 111, V)
By Date
— T—name ) (title)
Date
Concurred By
title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

Operator:8ENNIE BARWICK County: WAYNE
Date:
02112V?3
Distance to nearest residence (other than owner):
1400.0
feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 |bs.
=
0 |bs
0 sows (farrow to feeder) x 522 |bs.
=
0 |bs
4480 head (finishing only) x 135 ibs.
=
604800 |bs
0 sows (farrow to wean) x 433 ibs.
=
0 |bs
0 head (wean to feeder) x 30 |bs.
=
0 |bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW)
=
604800 |bs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 604800 lbs. SSLW x Treatment Vo\ume(CF)/|b.
SSLW
Treatment Voiume(CF)/\b. SSLW= 1
CF/|b. SSLW
Volume = 604800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests
no sludge
storage.
Sludge will be
removed
as needed."
4. TOTAL DESIGN VOLUME
Inside top length 370.0 feet ; Inside top
width
265.0 feet
Top of dike at elevation 52.0 feet
Freeboard 2.0 feet ; Side slopes 3.0
: 1 (Inside
lagoon)
Total design lagoon liquid level at elevation
50.0
feet
Bottom of lagoon eievation 37.5 feet
Seasonal high water table elevation 42.0
feet
Total design volume using prismoida| formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH
DEPTH
3.0 3.0 3.0 3.0 358.0
253.0
12.5
AREA OF TOP
LENGTH * WIDTH =
358.0 253.0 90574.0 (AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
283.0 178.0 50374.0 (AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
320.5 215.5 276271.0 (AREA OF
MIDSECTION
* 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA
BOTTOM]
* DEPTH/6
90574.0 276271.0
50374.0
2.:
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL
=
869206 CU. FT.
J
�

5. TEMPORARY STORAGE REQUIRED
DRAINAGE
Lagoon (top of dike)
Length * Width =
370.0 265.0 98050.0 square feet
Buildings (roof and
lot water)
Length * Width =
0.0 0.0
0.0 square feet
TOTAL DA
98050.0 square feet
Design temporary storage
period to be
180 days.
5A. Volume of waste produced
Approximate daily
production of manure
in CF/LB SSLW 0.00136
Volume = 604800
Lbs. SSLW * CF of Waste/Lb./Day
* 180 days
Volume = 147696
cubic feet
5B. Volume of wash water
This is the amount
of fresh water used
for washing floors or volume
of fresh water used
for a flush system.
Flush systems that recirculate
the lagoon water are
accounted for in
5A.
Volume = 0.0
gallons/day *
180 days storaSe/7.48 gallons
per CF
Volume = 0.0
cubic feet
5C. Volume of rainfall in
excess of evaporation
Use period of time
when rainfa|l exceeds
evaporation by largest amount.
180 days excess
rainfall =
7.0 inches
Volume = 7.0
in * DA / 12 inches
per foot
Volume = 57195.8
cubic feet

5D. Vo|ume of
25 year - 24 hour storm
,Vo!ume
= 7.0 inches
/ 12 inches per
foot * DA
Vo|ume
= 57195'8 cubic feet
TOTAL
REQUIRED TEMPORARY
STORA8E
5A. 147696
cubic feet
5B.
0 cubic feet
5C. 57196
5D. 57196
cubic feet
cubic feet
TOTAL 262087
cub|c feet
6. SUMMARY
Tota/
required vo|ume
866887 cubic
feet
Tota|
desiSn vo\ume avai |,
869206 cubic
feet
lyin.
req. treatment vo|ume
p|us s|udSe
accumu|ation
604800 cubic fe
At e|ev.
46.9 feet ;
Vo|ume is
605684 cubic
feet (end pumpio8>
Tota|
desi8n vo|ume |ess
25yr-24hr storm
is 812010
cubic feet
At e|ev.
49.3 feet ;
Vo|ume is
806699 cubic
feet (start pumping)
Seasona|
high water t
tion
42.0 feet
7. DESIGNED BY:
/�+/���-kY���
.'
APPROVED
BY:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
/
/
�

SEEDING RECOMMENDATIONS
----------------------
AREA TO TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
20 LBS. HULLED 8ERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS. ________________________________________________
APPLY THE FOLLOWING:
2500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA 8AHIA8RASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON 8ERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

WASTE UTILIZATION PLAN
---------------------
Owners name--wBENNY name--:BENNY BARWICK County:WAYNE
Mail Address -:SEVEN SPRINGS
Type of production unit ---- :FINISHING
Type of waste faci|ity-----:Anaerobic La800
Your anima/ waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
| eve| , it must be land app | ied at a spec i f ied rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on the fields
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be qrown.
Several factors are important in implementing your waste
utilization plan in order to maximize the ferti | izer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 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
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management fac i i ity.
The design of your waste management fac i | ity is based on the
following.-,
`
Amount of Waste Produced Per Year:
----------------------------------
4480 animals x 1.9 tons waste/anima|/yr= 8512 tons
total waste
�
Q

Page 2
Amount of Plant Available Nitrogen Produced Per Year:
-----------------------------------------------------
4480 animals x 2.30 |bs. N/anima|/year = 10304 |bs./yr
Avai|ab|e N
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. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
----- ----- ----- ----- ----- ----- ----- ----- ------
5688 11 KE'TR 5 7 Tons 325 21.0 6825 MAR-AU8
5688 2 KE,TR 5 7 Tons 325 11.8 3818.7 MAR-AU8
_____ _____ _____ _____ _____ _____ _____ _____
Tota| 32.8 10644
Available Nitrogen 10304
Surplus Or Deficit -340
Crop codes: 1-Cereal grain; 2=Corn; 3=Fescue; 4-Range Sr. Bermuda
5-Control Grazed Bermuda; 6=Hay|and Bermuda
Narrative of Operation:
_______________________
_^��/ _ �
______________________________
Ca|| the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by: _ ��',__________ ---
LJ�_/_____
Name Tit|e Date
11 / \'
Concurred in by: �� _��._ _______________ J.
Producer /Date
(Copy to producer and copy to case file)

' SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
^
----------------------------------------------------------
Ciearin8:
---------
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.
Cut-off Trench:
-- ------- -- - -- -
A cut-off trench (when specified) shall be installed as shown in
the plans. AM- 721Pk^A/
Construction:
_____________
Construction of excavated and earthfi|| areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfi|| shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
i | d t (10) percent for settlement. To protect against epa
when areas of unsuitable material are to
be excavated a minimum of one (1) foot below qra,
(ie-CL.SC,CH) 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.

0460
SCS-ENG•538 U. S. DEPARTMENT OF AGRICULTURE
Re, 5-70 SOILtt ,CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSFD CITE
FARIMER'S NAIME DISTRICT
DATE ae j43 COUNTY Ial �rhf
S. C. S. PHOTO SKEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACR.FS PASTURE ACRES
WOODLAND ACRES TOTAL ACRES CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED POND SHOWING WHERE gORI GS WERE MADE (Approx. acs;e 11F feet)
Locate reference point in center line of dam and identify on sketch.
I
I
FoIR
I
I
(
I
I
F
I
II�
( I
I
i
I
I
SHOW
DEPTH
SCALE
BORING NUMBER AND PROFILE
and Gat dam -site and spillway borings first - then ponded area and borrow pit borings - separate with vertical red tine.
(Continued on back where necessary) Show water table elevations on dam -site borings.
1 1
2
3
4
I 5 116
7
8
1 9
11 10
11
12
11 13
I 14
15
i 16 11
17 1118
19 1120
1
211122
11
M
I
�rA
I
17
{
1
' 3
Smi
I
i
I �L
d•IA.
M
I
L'
V.
rh
-ssSitrp»A
lII
iI
lI
II
H
Ii
)
I
sss
i
7-9
-
a11
,_tz
13 r�
SC
SC II
I
I
1
1
I
IIis
fA
I
I
I
I
1
5M,11
C j
s(
6Liot-I Tu.)2nIA,�ac'
BORINGS vI.ADE BY C�(-22y1 P6- a-S SIGNATURE 3z ='r'"'. .

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW- Well graded sands; sand -gravel mix
SP-Poorly graded sands
g- gravel
s - sand
vfs -very fine sand
sl- sandy loam
fsl -fine sandy loam
I - loam
SM -Silty sand
SC -Clayey sands; sand -clay mixtures
gl - gravelly loam
si-silt
ML - Silts; silty, v. fine sands; sandy or clayey silt
sil -silt loam
CL - Clays of low to medium plasticity
cl -clay loam
CH -Inorganic clays of high plasticity
sicl -silty clay loam
MH -Elastic silts
OL -Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
scl -sandy clay loam
sic -silty clay
c-clay
1. Suitable material for embankment is available o Yee f7No (Indicate i here located on tht sketch on
nwerse s4de1
REMARKS; 7. S- 4­v
<i U t' ✓ C -�( � �.� j .. _ � � _. . X;+, r-. t� .G J n-+ f'� LR. / 7-` ^. /` d �'] ;'J %'
2. Explain hazarda requiring special attention in design (seepage, spring.. rock etc)
GENERAL REMARKS:
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
1 481149
50
51
1
!Z

~ US Department of A8ricu|ture
Soil Conservation Service
^
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
/n
WAYNE County, North Caro|ina
TEMPLATE DATA:
8eSinninS Elevation
Beginning Station
= 37.5 ^
= 86.+85
86.+85 to
86.+85
86.+85 to
1+00
1+00 to
2+00
2+00 to
3+00
3+00 to
4+00
4+00 to
402.+55
SECTION NUMBER
1
Centerline
Station 86.+85
ORIGINAL DATA:
0.0 / 49,5
100.0 / 48.6
C\3CL129.11/3.13
C\3CL133.02/3.13
C\3CL162.75/3.13
C\3CL192.48/3.13
C\3CL222.21/3.13
C\3CL222.97/3.13
0.00000
0.00000
ft/ft
ft/ft
0.00000
ft/ft
0.00000
ft/ft
0.00000
ft/ft
0.00000
ft/ft
200.0 / 49.0 300.0 / 49.2
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 49.8 100.0 / 48.9 200.0 / 49.0 300.0 / 49.3
SECTION NUMBER 3
Centerline Station 2+00
`
ORI@INAV D6fo3 100.0 / 50.5 200.0 / 50.9 300.0 / 50.9 370.0 / 49.7
,
SECTION NUMBER 4
Center|ine Station 3+00
ORIGINAL DATA:
0.0 / 50.2 100.0 / 50.9 200.0 / 49.4 300.0 / 48.7 410.0 / 48.�

Lnu*v8|WN (continued) 02/15/93
pa3e 2
SECTION NUMBER 5
Centerline Station 4+00
ORIGINAL DATA:
0.0 / 50.4 100.0 / 48.1 200.0 / 47.3 300.0 / 47.4 400.0 / 47.':;:
SECTION NUMBER 6
Centerline Station 402.+55
ORIGINAL DATA:
0.0 / 50.4 100.0 / 48.1 200.0 / 47.3 300.0 / 47.4 400.0 / 47.j�
OH-W-L44

Sol! Conservation Service
PLANNED
QUANTITY CALCULATIONS
�
prepared for
�
/n
WAYNE County, North Carolina
Designer
:
8IH
Checker
Date
:
02/15/93
Date
Job
Number
28E
******************************************************************************+
EXCAVATION
|
** EXCAVATION
**
|
** FILL **
8ot
Left
Right Off-CL
| CL
Dist |
Area
Volume
| Area
Volume
Width
SS
SS
(ft)
| Sta
|
(ft) |
(SqFt)
(Cu.Yds)
| (SqFt)
(Cu.Yds)
129
3:1
3.10
93.5
1 86.+85
|
1
1864.7
|
133
3:1
3.10
93.5
|
1 1+00
13 |
1
1939.6
926.4
|
1
0.0
0.0
|
100 |
9501.0
163
3:1
3.1:1
93.5
1 2+00
1
2690.7
|
0.0
|
100 |
19681.7
192
3:1
3.121
93.5
1 3+00
1
2806.9
|
0-0
|
100 |
29648.2
222
30
.
3.10
93 5
.
| 4+00
|
.
2575 0
'
0 0
.
|
3 |
29891.7
*�'
/
0.0
223
3:1
3.1:1
93.5
1402.+55
1
2582.7
1
0.0

US Department of Agricuiture
Soi| Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
WAYNE County, North Carolina
Designer : GIH
Date : 02/11/93
Job Number 281)
Checker_..... ..... ..... .... ..... .... .... _..... .... _..... ... .....
Date _______________
*******************************************************************************
DIKE
FILL
TEMPLATE DATA:
Beginning
Elevation = 52
Beginning
Station = 0+00
0+00 to
1+00
D/3CL10\3
0.00000
ft/ft
1+00 to
1+55
D/3CL10\3
0.00000
ft/ft
1+55 to
2+00
D/3CL10\3
0.00000
ft/ft
2+00 to
3+00
D/3CL10\3
0.00000
ft/ft
3+00 to
4+00
D/3CL10\3
0.00000
ft/ft
4+00 to
5+00
D/3CLl0\3
0.00000
ft/ft
5+00 to
5+35
D/3CL10\3
0.00000
ft/ft
5+35 to
5+90
D/3CL10\3
0.00000
ft/ft
5+90 to
6+90
D/3CL10\3
0.00000
ft/ft
6+90 to
7 + 9 0
D/3CL10\3
0.00000
ft/ft
7+90 to
8+65
D/3CL10\3
0.00000
ft/ft
8+65 to
9+65
D/3CL10\3
0.00000
ft/ft
9+65 to
10+65
D/3CL10\3
0.00000
ft/ft
10+65 to
11+65
D/3CL10\3
0.00000
ft/ft
11+65 to
12+60
D/3CL10\3
0.00000
ft/ft
12+60 to
13+20
D/3CL10\3
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 48.7 100.0 / 49.0
SECTION NUMBER 2
Center|ine Station 1+00
ORIGINAL DATA:
0.0 / 46.8 100.0 / 48.9
SECTION NUMBER 3
Centerline Station 1+55

`
DIKE FILL (continued) 02/11/93
`
ORIGINAL DATA:
0.0 / 48.8 100.0 / 48.0
SECTION NUMBER 4
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 49.8 100.0 / 48.9
SECTION NUMBER 5
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 50.3 100.0 / 50.5
SECTION NUMBER 6
Centerline Station 4+00
ORIGINAL DATA:
0.0 / 50.2 100.0 / 50.9
SECTION NUMBER 7
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 50.4 100.0 / 48.1
SECTION NUMBER
Centerline Station 5+35
ORIGINAL DATA:
0.0 / 50.2 100.0 / 48.7
SECTION NUMBER 9
Center|ine Station 5+90
ORIGINAL DATA:
0.0 / 49.8 100.0 / 48.1
-
SECTION NUMBER 10
Centerline Station 6+90
ORIGINAL DATA:
0.0 / 51.0 100.0 / 47.3
SECTION NUM8ER 11
Centerline Station 7+90
pa8e 2

`
DIKE FILL (continued) 02/11/93
'
ORIGINAL DATA:
0.0 / 50.5 100.0 / 47.4
SECTION NUMBER
Centerline Station 8+65
ORIGINAL DATA:
0.0 / 48.8 100.0 / 48.5
SECTION NUMBEF
Centerline Station 9+65
ORIGINAL DATA:
0.0 / 48.0 105.0 / 48.0
SECTION NUMBER 14
Centerline Station 10+65
ORIGINAL DATA:
0.0 / 49.5 82.0 / 49.8 188.0 / 49.7
SECTION NUMBER
Centerline Station 11+65
ORIGINAL DATA:
0.0 / 49.0 55.0 / 49.9 162.0 / 50.3
SECTION NUMBER
Centerline Station 12+60
ORIGINAL DATA:
0.0 / 48.4 105.0 / 48.9
SECTION NUMBER 17
Centerline Station 13+20
ORIGINAL DATA:
0.0 / 48.7 100.0 / 49.0
paSe 3

US Department of Agriculture
. Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
H HE: ��"M HER 0.1 1K0��
/»
WAYNE County, North Carolina
Designer :
GIH
Checker
Date
:
02/11/93
Date
Job
Number
20)
*******************************************************************************
DIKE
FILL
| ** EXCAVATION
**
|
** FILL
**
Top
Left
Right Off-CL
|
CL
Dist
| Area Volume
|
Area
Volume
Width
SS
SS
(ft)
|
Sta
(ft)
| (SqFt) (Cu.Yds)
|
|
|
(SqFt)
(Cu.Yds)
10
3:1
3:1
50.0
|
|
0+00
| 0.0
|
60.8
|
100
|
0.0
|
279.2
10
3:1
3:1
50.0
|
1+00
| 0.0
|
89,9
|
55
|
0.0
i
445.8
10
3:1
3:1
40.0
|
1+55
| 0.0
|
73.7
|
45
|
0.0
|
545.9
10
3:1
3:1
40.0
|
2+00
| 0.0
|
46.4
|
100
|
0.0
|
676.1
10
3:1
3:1
40.0
|
3+00
| 0.0
|
23.9
|
100
|
0.0
|
760.1
10
3:1
3:1
40.0
|
4+00
| 0.0
|
21.5
|
100
|
0.0
|
887.8
10
3:1
3:1
40.0
|
5+00
| 0.0
|
47.4
|
35
|
0.0
|
946.6
10
3:1
3:1
40.0
|
5+35
| 0.0
|
43.2
|
55
|
0.0
|
1057.8
10
3:1
3:1
60.0
|
5+90
| 0.0
|
66.0
|
100
|
0.0
|
1309.3
10
3:1
3:1
60.0
|
6+90
| 0.0
|
69.8
|
100
|
0.0
|
1573.6
10
3:1
3:1
60.0
|
7+90
| 0.0
|
72.9
|
75
|
0.0
|
1765.1
10
3:1
3:1
20.0
|
8+65
| 0.0
|
64.9
|
100
|
0.0
|
2048.3
10
3:1
3:1
50.0
|
9+65
| 0.0
|
88.0
`
|
100
|
0.0
|
2281.7
10
3:1
30
59.0
1
10+65
| 0.0
1
38.1
|
100
|
0.0
|
2413.4
10
3:1
3:1
64.0
1
11+65
1 0.0
1
33.1
|
95
|
0.0
|
?593.0
10
3:1
3:1
35.0
1
12+60
| 0.0
1
69.0
|
60
|
0.0
|
2737.2

`
'DIKE, FILL (continued) 02/11/93 page 2
-
| ** EXCAVATION ** | ** FILL **
Top Left Right Off-CL 1 CL Dist | Area Volume | Area Volume
Width SS SS (ft) | Sta (ft) | (SqFt) (Cu.Yds) | (SqFt) (Cu.Yds)
| | |
10 3:1 30 50.0 1 13+20 1 0.0 1 60.8

um uuyu,uoyo" v` m3r/cu/our e
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
/»
WAYNE County, North Caro|ina
TEMPLATE DATA:
Beginning
Elevation = 53
Beginning
Station = 0+00
0+00 to
+ 6 0
+60 to
1+60
1+60 to
2+60
2+60 to
3+60
3+60 to
3+90
SECTION NUMBER
1
Centerline
Station 0+00
ORIGINAL DATA:
0.0 / 50.3
100.0 / 50.2
500.0 / 48.9
540.0 / 48.6
SECTION NUMBEF
D/5CL340\5
D/5CL340\5
D/5CL340\5
D/5CL340\5
D/5CL340\5
0.00000
ft/ft
0.00000
ft/ft
0.00000
ft/ft
0'00000
ft/ft
0.00000
ft/ft
200.0 / 48.8 300.0 / 48.8 400.0 / 48.6
Centerline Station +60
ORIGINAL DATA:
0.0 / 49.5 100.0 / 49.9 200.0 / 49.8 300.0 / 51.0 400.0 / 50.5
500.0 / 50.5 565.0 / 50.9
SECTION NUMBER 3
Centerline Station 1+60
ORIGINAL DATA:
0.0^ / 51.4 100.0 / 51.3 200.0 / 51.2 300.0 / 51.0 400.0 / 51.7
500.0 / 51.1 590.0 / 48.9
SECTION NUMBER 4
Centerline Station 2+60
ORIGINAL DATA:
25

PA[) FILL (continued) 02/12/93 paSe 2
- 0.0 / 50.0 100.0 / 49.3 200.0 / 51.3 300.0 / 50.9 400.0
500.0 / 48.7 600.0 / 48.8
SECTION
Centerline Station 3+60
ORIGINAL DATA:
0.0 / 49.3 100.0 / 48.9 200.0 / 49.1 300.0 / 49.4 400.0 / 49.1
500.0 / 48.6 600.0 / 48.7
SECTION NUMBER 6
Centerline Station 3+90
ORIGINAL DATA:
0.0 / 49.2 100.0 / 49.1 200.0 / 49.7 300.0 / 50.0 400.0 / 49.6
500.0 / 49.2 600,0 / 48.7
ou-�,',u*

` un ueparwmenv ot *gr/cu/rure
Soil Conservation Service
. .
-
PLANNED
QUANTITY CALCULATIONS
prepared for
WAYNE
County,
North
Carolina
Designer
: GIH
Checker
Date
: 02/12/93
Date
Job Number
281`::'
*******************************************************************************
PAD FILL
|
** EXCAVATION
** |
** FILL **
Top
Left Right
Off-CL
|
CL
Dist |
Area
Vo!ume |
Area Vo!ume
Width
SS SS
(ft)
|
Sta
(ft) |
(SqFt)
(Cu.Yds) |
(SqFt) (Cu.Yds>
340
50 5:1
140.0
|
1
0+00
|
1
0.0
|
1
1488.2
|
60 |
0.0
340
5:1 5:1
140.0
1
0+60
1
0.0
|
915.4
|
100 |
0.0 |
5477.0
340
5:1 521
140.0
1
1+60
1
0.0
1
600.1
|
100 |
0.0 |
8480.1
340
5:1 5:1
140.0
1
2+60
1
0.0
|
1021.6
|
100 |
0.0 |
12971.6
340
5:1 5:1
140.0
1
3+60
1
0.0
|
1403.8
|
30 |
0.0 |
14417.3
340
5:1 5:1
140.0
1
3+90
1
0.0
1
1198.4

.kttachment B
Page 1 of 3
Ncrtr Carolina AgriculturalExtension Service
A b-L
i- Was Le Management
Biowgi i ar.� t���r�^ l'- agim..�-rmg Nor z C=i:= Siam
OF :.d�iD A-2=-CA"'r03 3 ...S
I. :�1.'�''�.. CCT "=
A.. Sear:.-SoLi :.ot W - a
_. Scraped di=aC=.?7 `--= lot 4--o sp-=ada
a. F — lowed spr_ade_ , cal.lec= abcu- 2 !s c -
,44 e-=c loc:;; * am tsi=g ^o.=.a-..aL'.? c cc:? ecr:.�..
a. Cols ect abcu- 2 lbs o= i-de-se s=--face c- ==
avoid ng beck.=. =a-aals a=d Ls: g -,gip-::T" 4 =co ec-a_s.
_. Lindez-sioC..ed-,00: pi-
a. ....nand a 1/Z'-o=e-a'? is condziz open oa both ends i:.-o
- --a to pi- ='oor.
b . Sea&. aspet end o_ c :^.. ;:i- (e.g. , b4 placing a _uI� over e=r-4
o� coaritr.=) =g -��-,t�--e =! - has ea-arad lower end, -eaove
a: d e=p77 sl•= { :-o plas.:.`c bur-kat of
c. :axe suosanales .:cm 5 or ao-a loca ::ors or a- least 1 cua: __.
and add about. 3/4 p = -o nor a-.a;.lic sa le con"=�-e-.
I z . ? ;rer- or s-..ora.ge bas .n of tank
a. HascZ suz 'oas betty :reT ­.-. -dd 44 a l+at..d --a
c::eppet-agi:ato� pc..,-^p or propc'? er ag;-a-n:.
b. =rise scbsa=las ,._on about 5 pit locations, f-z= ag=ta-or pt=?
or = co =—. a spteade_ and place plas-­.c bucket..
* ?-ofasso: and - ans^ion Soecia:.:st, Biological and A=-_;=? ;..s-a: ngineert-ag
De3a-went, S=x7_a U=!:Jetsi-_7, Raleigh. NC.

Actac:zmenc B
Page 2 of 3
c. !t x and add 3/4 piar ro a no=ezal'is sample co^.name=.
C. Lagoon L-I cr-id
i. Collect about 3/4 pina of recycled lagoon liquid from i=flow pipe
to :rush tanks in a no--zal i is sample container.
U. From lagoon
a. Place a smal? battle (1/2 pint or less) on end of 10-15' pole.
b. :atand bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bat --!a wil-hin 1' of liquid su-race.
e. S=zy into a plastic bucket, repeat about 5 t::.mes around
lagoon, m:.7., and add 3/4 pint to novae al? is saw le container.
D. Broiler o= Ti.--.kay I. =tar
1. House litter
a. 4isually inspect Utter for areas of va_^71 ng quality, e - g
areas around feeders and waterers, and estivate percent of
floor surface in each area.
b. Take about 5 14=--ar subsa=lez at locations proportionate to
iaem a. Z.;. , 20% of littar of sim:.lar visual quali, is
around feeders and watare=s, taxis 1 subsample there and the
other 4 subsamnles from remainder of floor su=ace.
c. At each location, collect Uttar from a 6" by 6" araa down to
earth Moor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about 2-3 Ibs lit`ar to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
ii- From stockpile
a. Take s•ubsamples from about 5 locations at least 18" into pile.
b. ?M.ix, add 2-3 Ibs to nonmeta? lic sample container and seal.
7-7

Atcachment B
?age 3 of 3
II. SA-.'* 'T-Z 7R:U' A3a.TI0N AND MANS-=
A. ?lace sn_-1 e into an expandable container that can be sealed. Ri-Lse
residues from container with clean water but do not use disir.~ectasits ,
soaps, or =ea= in any other way.
B. Pack sample i-. ice, refrigerate, freeze, or -ransfar to lab quickly.
C. hand -deli -re= s is most reliable way of sample =aasfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Cammercial sample containers and sailers are also a7ail able . Centac s :
L. AFL ?aster n Agricslt-..ral Lab, Inc. UU. ?oly oan ?ackers Carp.
7621 wni tep.:e Road, 2220 S . ?aster Ave=e
Richmond, VA 23237 G'heel4:g, i:. 60090
?h: [phone] ?h: (31-1)398-0110
ii. Fisher Scientific Co.
3315 r::=on Road
Raleigh, NC 27504
?h: [phone]
i7. NASCO
901 .iaaes-r? la Avent.e
For` Atk4 on, 71 53538
Th,: [phone]
F. P=tvata a 117' cical labs are a7ailable, but sample analyses are cos4ly.
G. The NCDA provides this service far North Carolina residents.
i. Address: North Carolina Department of
Agronomic Di44-sica
?? ant/Gaste/Solu ion Ad-74-sv--7 Section
Bl:e Ridge Road Center
?.0. Box Z7647
Raleigh, NC Z7611
?h: [phone]
At-: Dr. nay Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Li-Testock species (dairy, swine, ems.Icay, etc.)
b . I.:.-7estock usage (swi.ne-nu: sery, finishing; z=key-breeders ,
brooderhouse, dower, number flocks grown on litter; etc.)
c. Gasta type scraped marn+re, liauid slur--y; s-wlne-pit
slu_-ry, lagoon, liquid, sludge; broiler -house litter, ssck-jile
i7. Routine analyses performed on all. samples: N, ?, R, Ca, Hg, Na,
S, Fe, Zn, Ca, B
v. Additional analyses performed upon request: D_H, Ho, Cd, Ni, ?b
28

17xx +
Ai, Far 0 r ' ?? , Rell ]
/(5 Cmey 'xn
• 'a 't 04 MAR
nw 'ixro unwed �' \ ELROY \\ Chp. 1 ( ]5'IO'
(-otxrNltr N _�t.. ,ill) QQQ [ IIIIII lUl Irrci / 1
i f 11171 ]7 71I6 i G n00, rOr. .O7J Z 1 1 '//
'11 f xxo�\ "i FAp /' rare tt s '�S ��/• /\ J `' li7xb \\ 1e33 W.1.1 Cr
Ch.
nn�Jl I �d H .m iJ � , 't J � � I97e '� 1915 D60 ♦ - ' lalJ� Id ` 1 7 � � /
117 \ on
q1C _ MtOGDEN \ `t
11 )0 /IUt11r IC.;'. 9 IVM1OP')•i;?� ^ /1• �� �T _ S 1]]I' 70 x0 a1N5xON
.V IrF) 1177 ul i Emv],� 1 \ ,\ vv /WAINUi (CREEK 1v ln]Ch. /
/Yo !7 Ul j 1; POP. I. 91z'�
ixp nee
1177 Ch P den * , :\ St. lehn-v t.l ..' �77p n31 y 1s Q
_' �'>'az-, Drop net — lnPe�H\-\Y Ch. / y]9 vy I!^e
1'77. iiH CLL' d /7
y911o�_ - - \LL4._
DUDLEY ton 1132 ` f ' C.J
call
] i 6POp.199.] tall pl\
.d f ego 11j] - �. ; i` r
- 8 '- _ �a
1 j S; ;i,] I110 nxo 7J xa50 9f7
1170 ^ A i ilxo li _... q 1I]J e I 6
1 SE
,(? Iln, 1 j� 1933 ti G32 1i•FYI I)11 ixll i
f .d llx0 '
• 7 ]olo .5• J % .S
191 j .�� !r/ M3 Piney Grd,e
n]s
VIp CLIFFS OF THE _s 35'I5'
�r vcq NEUSE I7)S
Ivse .? S� , t9 "'�.!'q1s STATE PARK
1137 t'll
I77
7 6 1
ilelt' v%n Iv)1 a 's \._. 1vv wIs Indian roll / '✓' ..+ 1
J dl?3
a ^.moo Spring _ vp J I9]7In>
'Ilse 111]e 1133 1910 '� -'_' ` '.f+ SEVEN SPRINGS
•, • .._._ 1916 - 9 7 Moeoi . 7 : i B -y �!,
POP. led
ile Olt- 1714 t� 1.0 7 1747
M E� 1 lose .B vl1 Ti Bnst .J t( / p(171,1 1 )11 W
r �(I1rpoq , Chp. Iwo {� v]o j '771??H1
MOUNT pew( Ho i1
c .>
OLIVE 3 logs Ch. .a I d �.. _ .d .
POP. 1.e16 1714 19]> 3 \rr/GYnc "- 1913
55 1
"y ..1 I19 \ Chp. /�."_— F:3 1713 N 1716 �
S] f0
"In]° 1931 1917 1910 .171113 SJl
\
1713 .d ~ q S 11,I
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SCS-CPA-1126
(June 91)
,ALE LAND AND WETLAND
/ATION DETERMINATION
,,A Agency or Person Requesting Determination
1. Name and Address of Person
13 cnn r is Cal. &,r, Li ck
�0 0
�5. Farm No. and Tract No.
v Cnnniof c 1 AMn
2. Date of Request
�Z2 9!g z
3. County
C.Jo-
7o O d
FIELD NOJ,)
TOTAL ACRES
soil sun•ey now available for making a highly erodible land determination? Yes No iJ
Are there highly erodible soil map units on this `arm? Yes ❑ No 71____
8. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
according to ASCS rec-' c ,, were not _>ed for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
n T1,:r u,.,hi„ r=r-lihi. r -i rictPrminatinn was completed in the: Office ❑ Field
1lI # Akin
FIELD NO.(s)
TOTAL ACRES
11. Are there hydric soils on this farm? Yes No ❑
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions uriless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
at the time the minimal -effect determination was made.
16. Mitigation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the pl :n;irrg cf ar �^ricu"ural .ern--odity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaL d at a second site.
20. Good Faith Wetlands (GFW+year). Wetlands on which ASCS has dete+;;;., -J a violation, to be in Ccod faith and the
wetland has been restored.
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after Novemt. 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non-Agricutturai use (CWNA). Wetlands that are converted for trees, ;; !: �rcc�ction, shrubs,
cranberries, vineyards or building and road construction.
_
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS
25. The planned alteration measures on wetlands in fields are considered maintenance and are in compliance
with FSA.
26. The planned alteration measures on wetlands in fields are not considered to be maintenance and it
installed will cause the area to become a Converted Wetland (CW). See item 22 for information on CW+year.
27 The wetland determination was completed in the office ❑ field Z and was.delivered mailedZ to the person on ! - 7 �/e
28. Remarks. / Y O Gc..)Q-MCrrVi d5 151t , f/G L �,,t c .%1 451. Q / 1 ,_',, //, ,7%7 •.T C/e_�.i7 ,/ -
is Ern fig! « � 7 S-6 88 1, erg 5'/(,0 0 . >-,k � N-ox r- m �e_ b
29. 1 terrify that the above dererminam '-r uc e in dererminin-?,Q. Signature of SCS District Conservationist 131. Date
eligibility for USDA pr,)grain benetus, aua trat ael an,, ;,. -•
hydrophytic vegetation under normal circumstances exist on all areas outlined us ..
Wetlands Farmed Wetlands and Formed Wetlands Pasture
Assistance and programs of the soil Conservation Service available without regard to race, religion, color, sex, age, or handicap.
SCS copy

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fail the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2, cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare- soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season, Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels — high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Svstems
Flush gutters Accumulation of solids 0 Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
Remove bridging of accumulated solids at
Lagoons and pits Crusted solids Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 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 Systems
Feeders Feed spillage O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 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 BMPs to Control Insects Site Specific Practices
Feed storage Accumulations of feed Reduce moisture accumulation within and around
residues 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 strips around feed storage as needed
Animal holding areas Accumulations of animal O Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
O Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal D Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead Swine production 0 Vegetative or wooded buffers
Recommended best management practices
Flood judgment and common sense
Animal body • Dirty manure -covered W Dry floors
surfaces animals
Floor surfaces Wet manure -covered floors lotted floors
Waterers located over slotted floors
O Feeders at high end of solid floors
O Scrape manure buildup from floors
Underfloor ventilation for drying
Manure collection
pits
• Urine
• Partial microbial
decomposition
(' Frequent manure removal by flush, pit recharge,
or,Scrape
Underfloor ventilation
Ventilation exhaust
• Volatile gases
an maintenance
fans
• Dust
Efficient air movement
Indoor surfaces
• Dust
1,14ashdown between groups of animals
0 Feed additives
O Feeder covers
0 Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon 0 Flush tank covers
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11, 1996, page I

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points Agitation of recycled lagoon O Extend recharge lines to near bottom of pits with
liquid while pits are filling anti -siphon vents
Lift stations Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain Agitation during wastewater 13 Box covers
collection or junction conveyance
boxes
End of drainpipes • Agitation during wastewater 13 Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions 47r Proper lagoon liquid capacity
• Biological mixing — Ct/Gorrect lagoon startup procedures
• Agitation 4' -nimum surface area -to -volume ratio
nimum agitation when pumping
O Mechanical aeration
Proven biological additives
Irrigation sprinkler • High pressure agitation i f irrigate on dry days with little or no wind
nozzles • Wind drift Ef Minimum recommended operating pressure
I Pump intake near lagoon liquid surface
O Pump from second -stage lagoon
Storage tank or • Partial microbial O Bottom or midlevel loading
basin surface decomposition O Tank covers
• Mixing while filling 0 Basin surface mats of solids
• Agitation when emptying O Proven biological additives or oxidants
AMOC - November 11, 1996, page 2

Additional Information:
Nwrne Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available Fram-
NCSU, County Extension Center
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—
BAE
NCSU—Swine
Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
AMOC - November 11, 1996, page 4

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface • Partial microbial 0 Extend drainpipe outlets underneath liquid level
decomposition 0 Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or • Agitation when spreading O Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions 0 Wash residual manure from spreader after use
outlets O Proven biological additives or oxidants
Uncovered manure, Volatile gas emissions while 0 Soil injection of slurry/sludges
slurry, or sludge on drying oil incorporation within 48 hours
field surfaces
L311"Spread in thin uniform layers for rapid drying
0 Proven biological additives or oxidants
Dead animals Carcass decomposition Proper disposition of carcasses
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits
pits 0 Proper location/construction of disposal pits
Incinerators • Incomplete combustion 0 Secondary stack burners
Standing water • Improper drainage Grade and landscape such that water drains away
around facilities . Microbial decomposition of from facilities
organic matter
Manure tracked onto • Poorly maintained access OY Farm access road maintenance
public roads from roads
farm access
AMOC - November 11, 1996, page 3

I , a
PHONE NUMBERS
Division of Water Resources (DWR) Cf '
Emergency Management System (EMS) C 9 11
Soil and Water Conservation District (SWCD) ) C-I .73
l 63
Natural Resources Conservation Service (NRCS) (_2 � 5 �, 111-1�13
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 leaks 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: q 1 q i 1 :.52, 0
2 November 23, 2016

2) local SWCD office, phone number: 9 )! 13 4 3-]�'S 3
3) local NRCS office, phone number: Cf) 9 T'-Yf . 5� .
4. If none of the above works call 911 or the Sheriff's 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: - EL) �ly-c�
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name: W C
b. Phone: q IC 7321 `aL
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