HomeMy WebLinkAbout330020_Permit Renewal Application 2019_20190410State 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: 33-0020 Certificate Of Coverage Number: AWS330020
2. Facility Name: Blount Bros. Farm
3. Landowner's Name (same as on the Waste Management Plan): J L M Mayo Farms LLC
4. Landowner's Mailing Address: PO Box 10009
City: Goldsboro State: NC Zip: 27532
Telephone Number: 919-778-3130 Ext. E-mail:
5. Facility's Physical Address: 533 A B Jones Taysor Ln
City: Bethel State: NC Zip: 27812
6. County where Facility is located: Edgecombe
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"): Maxwell Foods LLC
10. Operator Name (OIC): Jimm. Steven Stewart II Phone No.: 919-634-5260 OIC #: 1002865
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type . Allowable Count
Swine - Farrow to Wean 2,150
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
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)
ISOLATION Sdw
tiles 94
u4ty
(*7967L
1ti66ad
(i
.SOW Kp ikri iN
Seer ek
a si
VI b0
i 20®D
1 PI
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sioned b; 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@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 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: TIM a 1^71[ t Title:
Signature: Date:
9/7
PO I)
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: (919) 707-9100
E-mail: 2019PermitRenewal@ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019
ROY COOPER
Covnrnror
MICHAEL S. REGAN
secretary
LINDA CULPEPPER
DireKfor
NORTH CAROLINA
Environmental Quality
February 27, 2019
J L M Mayo Farms LLC
Blount Bros. Farm
PO Box 10009
Goldsboro, NC 27532
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
APR 0 2 2019
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://deq.nc.aov/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: (919) 707-9100
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 Cutrenth 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 tiou must include one t11 copy of the Certified Animal Waste Management Plan {CAWMP) with the
completed and sieved 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 $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Raleigh Regional Office, Water Quality Regional Operations Section
Edgecombe County Soil and Water Conservation District
AFOG Section Central Files - AWS330020
Maxwell Foods LLC
North Caroina Department of Enviroiunental Quality I Division of Water Resounc s
512 N_ Salisbury St. 11636 Mail Servia�ce Center I Raleth, North Carolina 27699-1636
319.707*9000
a�uuni FtIKULEUM BETHEL 9195254351 P.01
E1 � �4, i o' e, P'Q$k'S I �, a,v_.„
State of Nor: 1 Carolin0 Department r Enviro ment,
Health and I �: tural ReourcesAA
•
Division of WE e, - Quality
James B. Hun Jr., Governor
Jonathan B. r >i res, Secretary F H NI F
A. Preston Ho.: 1:: rd, Jr., P. ,, Director
Meredith Ozii, s •
Blount Bros.Sc it e Farm LLC
Blount Bros. )` ti
PO Box 400
Bethel, NC 273
•
•
•
•
Dear Meredith C ;. nek:
July 24, 1997
N1 NCCFolgm
d25- (453
Subject: Farm No. 33-20 (r'ih`/o)
Additional Information Request
Blount Bros. Farms
Animal Waste Operation
Edgecumbe County
The Pen ti s and Engineering Unit has completed a preliminary engineering review of the subject
application. A d ii Tonal information is required before we can continue our review. The number of
animals (2150) ., r: icated in Pict 111.2 of Non -discharge permit application form and the cettfication form
(2070 sows an 3 1; isolation unit) do not agree with the numbers (2000 sows) on the Aninlal Waste
Utilization Pl?r. :f lease makk necessary corrections on your waste utilization plan to r+fleet the
designed and r fied capacity of 2070 Farrow to Wean and 80.isolation operation d send to this
office by Aug sr 24, 1997.
Please r 3: rence the subject farm number when providing the requested information. All
information she l be signed, and submitted to my attention at the address below. Please note that failure
to provide this a; ie` itional information on or before the above requested date can result in y ur application
being returned 2 i acomplete.'
If you i : v.: any questions regarding this request, please call me at (919) 733-5O83 extension 363.
APR 0 2 2019
cc: Raleigh Rc.i o ial Office, Water Quality
Permit Fitt
� Lid 1l lQ1A v vtiee - gtak
A-1) �rs Ti4aVt ((5,
l
Sincerely,
J.R. Joshi
Soil Scientist
State Engineering Review Groµp
ct71-- S1414-1 4%017
P.O. E n, 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-5083 FAX 919-733-0719
Ar I, qi al Opportunity Affirmative Action Employer 50% recycled/ 10% post -Consumer paper
0 Farrc•v
0 FarTc -v
0 Farm'
BLOUNT PETROLEUM BETHEL 9198254351 1 P.01
-. frr7 I an Pe. -Spkges
III. 0 '1 :RATION INFORMATION:
1. Farm l•;c 33-22
2. Operati o 1 escription: wine o
Type a: u
ation
farrow to Wean
150 - Certified Do'girl Capacity
Is the information correct? yes;
kls,s1Aninials
J seeder (# sow)
t Finish (# sotiv)
Other Ty t of Livestockori the farm:
3. AcreaE;: a red and available for application: 37.00 ; Required Acreage (as listed in the CAWMP): jj7 00
4. Numb : f .agoons: 2 ; Total Capacity: 1l II D Cubic Feet (ft3)
Numb r f ;torage Ponds: ; Total Capacity: _ Cubic Feet (ft3)
5. Is anima' A ,ste being applied on any field which has subsurface drains? YES or ' (please circle one)
6. Are sot s r. ice drains present in the vicinity of or under the lagoon? YES or N{) (please circle one)
no. If no, correct below using the design capacity of the facility
Typc of Poultry No. of Animals Typc of Cattle No. of Animals
0 Wean bF' .eder 0 Layer 0 Daily
o Feeder inish 0 Non -Layer — 0)3eef
a 'dean (# sow) _ 0 Turkey —
No. of Animals: T
IV. APPLIC!.A C'S CERIEICATION:
--e�: t, s:; G.11 1f�i,- _ L L (Land Owners name listed n question I1.2), attest that
this application fcL has been reviewed b
application are not c
will be returned to r
Signature
• ca—,_(Farm n me listed in question II.I)
r..c and is accurate and complete to the best of my knowledge. I understand that if all r quircd pans of this
n. Acted and that if all required supporting information and attachments are not included, this application package
s inclet4. f
V . MANAC: k i. S CERT
application for C
has been reviewed b
application are not c
will be returned a:;1
%
Signature yl
THE COMPL
•w2 (Manager's name listed in question II.6), attest that this
C! do 4 YtLs Swint Fax rn (Farm nlme listed in question II.1)
i :e and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
tr Acted and (hitt if all required supporting information and attachments rue not included; this application package
mplele. 4 •
14) • /4� Date —1 �/" S
ICATION: (complete only if different from the Land Owner)
0
Date
I? ) APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS ANI) ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: (919) 733-5083
FORM: AWE_!. E 2/26/97 Page 2 of 3
ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
Please return the completed form to the Division of Enviroaaental Management at
the address on the reverse side of this form.
Name of farm (Please print) : %OUNT BQUn-#eRS SWING * JV15
Address: Fe. BOX . NG 2-7012.
Phone No.: qIq-025-3701
County: 69freeDm
Farm location: Latitude and Longitude:', 5 /11 22 00 (required). Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.): SLAIN e
Design capacity (number of animals) : So 6014.1 I461-AVON
Average size of operation.(12 month population avg.): 500ow4
Average acreage needed for land application of waste (acres): = AG'¢PS
====== = ======= ==== =========3 3-= =========== ======= ============= ===== = ====
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-have__been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
Name of Technical Specialist (Please Print) : ('OR( N. PEl1U
Affiliation: ENVIROkmENTRt. M1kt4Abgv - &OL'D41)07-O NDG eftiv4 %NL .
Address (Agent• ) : P-0. 15,0 100Dq (rDl-P OQD, NG 1.73.2. Phone No. 1111-1i8-3130
Signature: ', A /l!`� [eDate: 2g 06G44
= 73--.-- 33..
=3..,====-_-=---3=-337
Owner/Manager A---
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Land Owner (Please Print) : L. Sinc�f*
Signature:
Date: —3-- I `/
Name of Manager, if different from owner (Please print):
Signature: • Date:
Note: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEW)#
WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Thursday, August 7, 1997
Producer :
Farm Name :
Telephone # :
Type of Operation :
Number of Animals :
Application Method:
J.L.M. Mayo Farms LLC
J.L.M. Mayo Farms LLC
P.O. Boc 10009
Goldsboro,NC 27532
(919) 778-3130
Farrow to Weanling Swine
2150 sows design capacity
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2150 sows X 6.1 tons waste/sows/year = 13115 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2150 sows X 5.4 Ibs PAN/sows/year = 11610 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 NIACRE NACRE USED TIME
289 1 4A
FORESTON ALL
BH
6
300
0
1.06
318
APR-SEP
289 1- 4A
FORESTON ALL
SG
1
100
0
1.06
106
OCT-MAR
289 4B
FORESTON ALL
BH
6
300
01
2.12
636
APR-SEP
289 -- 4B
FORESTON ALL
SG
1
100
2.12
212
OCT-MAR
289 5A
FORESTON ALL
C
120
130
20
3.53
459
MAR-JUN
289 5A
FORESTON ALL
W
55
132
0
3.53
466
SEP-APR
289
5A
FORESTON ALL
SB
35
140
0
3.53
494
APR-SEP 15
289
* 5B
FORESTON ALL
C
120
130
20
3.52
458
MAR-JUN
289
• 5B
FORESTON ALL
W 55
132
0
3.52
465
SEP-APR
289
5B
FORESTON ALL
SB 35
140
0
3.52
493
APR-SEP 15
289 * 5C
FORESTON ALL
C 120
130
20
3.39
441
MAR-JUN
289 5C
FORESTON ALL
W
55
132
0
3.39
447
SEP-APR
289 5C
FORESTON ALL
SB
35
140
0
3.39
475 APR-SEP 15
289
5D
FORESTON ALL
C
120
130
20
1.95
254 MAR-JUN
289
* 5D
FORESTON ALL
W
55
132
0
1.95
257 SEP-APR
289
5D
FORESTON ALL
SB
35
140
0
1.95
273
APR-SEP 15
289
SS1
FORESTON ALL
BH
6
300 0
3.93
1179
APR-SEP
289
- SS1
FORESTON ALL
SG I 1
100J 0
3.93
393
OCT-MAR
289
SS2
FORESTON ALL
BH I 6
300' 0
3.42
1026 APR-SEP
289
- SS2
FORESTON ALL
SG J 1
100 0
3.42
342 OCT-MAR
289
SS3
FORESTON ALL
BH I
6
300 0
2.55
765 APR-SEP
289
- SS3
FORESTON ALL
SG
1
100 0
2.55
255 OCT-MAR
289
SS4 FORESTON ALL
BH
6
300
0
2.81
843
APR-SEP
289
- SS4 IFORESTON ALL
SG
1
100
0
2.81
281
OCT-MAR
289
SS5 FORESTON ALL
BH
6 300
0
1.73
519
APR-SEP
289
- SS5 FORESTON ALL
SG
1 100
0
1.73
173
OCT-MAR
289
SS6 IFORESTON ALL
BH
6 300
0
4.26
1278
APR-SEP
289
- SS6 +FORESTON ALL
SG
1
100
0
4.26
426
OCT-MAR
289
SS7 'WAGRAM 0-6%
BH
5.5
275
0
6.47
1779
APR-SEP
289
- SS7 JWAGRAM 0-6%
SG
1
100
0
6.47
647
I OCT-MAR
TOTALS: 13668.6
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
Page 2
nutrients. This plan only addresses Nitrogen.
Page 3
TABLE 2 : ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP _ UNITS LBS N/UNIT
C 1 CORN BUSHELS 1.25
BH HYBRID BERMUDAGRASS-I-IAY
SG
TONS
50
SMALL GRAIN OVERSEEDED
SB
SOYBEANS
WHEAT
AC
50
BUSHELS
4
Page 4
TOTALS FROM TABLES 1 AND 2
TABLE 1
ACRES LBS AW
N USED
40.74
13,669
TOTALS: 40.74
13,669
AMOUNT OF N PRODUCED: 11,610
*** BALANCE -2,059
*** This number must be Tess 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 1892 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 1.56 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
CROP RATE (in/hr) AMT (inches)
TRACT
FIELD
SOIL TYPE
289
--SS7
WAGRAM 0-6%
SG
0.60
*1
v289
SS7
WAGRAM 0-6%
BH
0.60
*1
289
*5A, *5B, *5C, *5D
FORESTON ALL
W
0.60
*1
289
I, .-SM., -ss2, --SS3, -SS4,
FORESTON ALL
SG
0.50
*1
289
*5A, *5B, *5C, *5D
FORESTON ALL SB
0.50
*1
289
*5A, *5B, *5C, *5D
FORESTON ALL C
0.50
*1
289
4B, Ssi, SS2, SS3, Ss4, sS5,
FORESTON ALL BH
0.50
*1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 5
NARRATIVE OF OPERATION
This WUP has been amended to wettable acres by irrigation pulls and solid set zones as
indicated on the most current FSA maps. Actual survey maps are also available that indicate
that the FSA map figures are in error and that even with the required buffers and setbacks,
there are more actual acres available for land application than the FSA maps indicate. The
WUP is written by irrigation pulls and solid set zones and the required information is
documented on the D-1 form.
Per Interagency Nutrient Management Committee Guidance dated 10/17/2017, the
modification update for the 100 lb nitrogen PAN rate for winter small grains is as follows:
- farms utilizing the 100 Ibs/ac PAN rate for the overseed are allowed to apply no more than
50 Ibs/ac PAN from OCT 1 - DEC 31 and no more than 50 Ibs/ac PAN from JAN 1 - MAR 31
- application made during the months of DEC and JAN cannot exceed the combined total of
25 Ibs/ac PAN for the two month period
- the last application of animal waste is to be applied to the bermuda crop prior to SEP 30
- the PAN rate for grazed systems must be reduced by 25%
- cereal rye and annual ryegrass should be planted by OCT 15 to provide the best opportunity
to get winter growth
- harvest is required prior to heading or APR 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
20 Ibs of PAN has been deducted from the corn PAN allowance for residual N following a
soybean crop in rotation. In the event corn is planted and does not follow a soybean crop,
the 20 Ibs of PAN will need to be added back to the PAN allowance in Table 1.
This WUP was amended just for Change of Ownership on December 1, 2006.
Page 6
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 Toss 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
Page 7
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12, Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the Iandownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
Page 8
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 9
NAME OF MANAGER (if different from owner):
SIGNATURE:
NAME OF FARM: J.L.M. Mayo Farms LLC
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: J.L.M. Mayo Farms LLC
SIGNATURE: DATE:
„.. l i r. t-i L,,,,s
NAME OF TECHNICAL SPECIALIST: George H. Pettus
please print
DATE: I0 11i/I 7
AFFILIATION: Mountain 2 Sea Environmental LLC
ADDRESS (AGENCY): 12 Hampton Lane
Weaverville, NC 28787
(828) 785-3395
SIGNATURE:
DATE: 1141 �17
Page 10
Steve der
Oarradssikost
October 4, 2018
To Whom It May Concern,
North Carolina Department of Agriculture
and Consumer Services
Agricultural Services'
Dr. Alexander IL
"Sande Stewart .
Assisted Cornmissbner
As a follow-up to an email fromme to Michael Shepherd of the Soil and Water Conservation Division of 14CDA&CS
on October 2, 2018, there have been several requests to place that communication on letterhead.
Considering remnt information provided below by our Regional Agrononests, we are supportive of extends-1g the
prayin/application window up to October 20th 2018.
This type of an extension is not unprecedented. In 2015 and 2016 extensions such as these were granted after
extended periods of wet weather and Hurricane Matthew.
Bermuda is by far the best crop to apply ntarients to now. it is still actively growhIg, utilizing nutrients, and can
still be harvested thus removing the nutrients applied. It is my opinkrn that a statewide pumping window
extension should be granted until October 20, 2018 for bermuda. Bermuda will continue to actively grow and
utilize nutrients if the soil terrtperature stays above 65 degrees Fahrenheit. As mean ambient temperature clips
below 60 degrees Fahrenheit growth wiil start to slaw after several days. Dormancy ME set in once mean
ambient temperature reaches 50 degrees Fahrenheit for an extended period, if we look at the long-range
forecast for Raleigh, mean ambient temperature only falls below 60 degrees Fahrenheit for one night prior to
October 20th. Therefore, soil temperature shotdd also remain adequate for growth and development of bent -rude
providing for nutrient uptake over the next 20 days. Stoptping on the 20th will allow for timely harvest and
adequate regrowth before heading 'nth the winter months.
A copy of this email should be maintained in the files of all operations spraying/application
window.
Please let me krt
Regards,
u have any questions.
Alexander M. "Sande Stewart, Ph.D.,
Assistant Commissioner
Attachment October 2, 2018 man
E-rnait Sandy.Stawart@ncagtgov
1001 fltall ft-vice Center. Fteigh, Notth Camlina, 27699-1001 Mg) 707-3016 * Fax Gig; 7t-114
10/17/2006 14:15 91977B5762 ANNEX
Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all infomution that does not require a signature)
In accordance with the ItxplirOMOMS of 15A NCAC 2H .0217(ax1)(HX,di) this form is official notification to the Division
of Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form roust be
submitted to DWQ no later than 60 days following the transfer of ownership.
General Werra abpi
Name of Farm: t310icNT1347400. FAtzt4
Previous Owner(s) Name: F RAM- DtattNT - BtADNT1lW6. SOW fillaM
New Owner(s) Name: L.M. MAYD FARMS LLG
Marling Address: P.O. ROX Wog 6etin6Ote0, NG Z7532.
PAGE 02
Facility No: 33 Za
Phone No: w2-1I4-ef502
Phone No: _ 41q-777-3130
Farm Location Latitude and Longitude: Sr, ,l! W / 1? 22' 10" County: Ep6Ef,OMt
Please attach a copy of a county road map with location identified and describe below (Be specific: mad names, directions,
milepost, etc.): t/Z MILE PA4r MAYOR GP ,SROAPS DW HWV 'macro WbtytT5(p6 p Ui uWkf
OperatiOez err:
Type ofSwine Na of -Animals Type of Poultry No. of 4nifnats
D Wean to Feeder 0 Layer _
D Feeder to Fetish 0 Pullets
X Farrow to Wean 2I50
0 Farrow to Feeder
0 Farrow to Finish Other Type of Livestock:
D Gibs
CI Boars
Type of Cattle No. ofAnimals
0 Dairy
O Beef
Number ofAnimals:
ACz a Available Far Applicatiort: �_ 6lt Required Ataeage: 40.7�}
Number o f 1agoorts�s ► Storage Ponds : Z Total Capacity: I4' 34 Cubic Feet (fl3)
*4404v*** *44444440lo4opt**+44+ vvvv!# •vm•vvvv.m vskv4#*ttvvv ivaav4overev***ov s
Owner l Mankgtr Agreement
1 (we) verify that all the above information is correct and will be updated upon changing. 1 (we) understand the operation
and maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named
above and will implement these procedures. 1 (we) know that any modification or expa'Lsion to the existing design capacity
of the waste trainman and storage system or construction of new fatalities will require a permit modification before the new
annals are stood Uwe) understated that these must be no discharge of animal waste from the storage or application
system to surface waters of the state either directly through a roan -made conveyance or from a swim event less severe than
the 25 year, 24 hour storm and these zrmst not be run—off froze the application of animal waste. 1(we) understand that this
facility may be covered by a State Non -Discharge Permit or a NPDES Permit and completion of this form authorizes the
Divisions of Water Quality to issue the requited permit to the new land owner.
.Name of Previous Lan PE1t Lt. Son* , BLOVN r B . SOW Rimy'
S1patarrDena: — 1.
Name of New Land Ownrx:�s`L.MA. MAyD Flit l �� U 4
Signature: ! tit Date: / / i / G 4,
Name of
Signature:
Please sign and return this form to:
N. C. Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
November 1, 2004
Untied Slates So11
4;) Deoarmentof Conaervatlon
1 ;',rlculture Service
OPERATOR: FE1zlzELL g1-ouN-r
• Please review the attached plan and specifications care.ull f
this Ian for carefully. Retain
pyour use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel art in agreement
as 'to how the waste lagoon is to be constructed. The Soil. Conser.va;tslon
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•expec:ed so that final construction meets plans and
specification and the job can be certified for payment (if cost-shaeiing
is involved).
The pad dimensions and grades are the best estimate. The BUILDER. or..
CONTRACTOR is.RESPONSIBLE for final layout and design of the
r,
Soil Conservation Service personnel will assist in a limited capachty,e
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and dam may vary from the
estimates. The design.wj11 attempt to balance cuts and fills as close as
possible. if additional material is required after construction is complete
on the lagoon, the contractor and' owner will negotiate on the price and
location of borrow area. .
NOTE: Design Requirement: .13341785 cu.ft.-= cu.yds.
Estimate of Excavation: cu.ft. _
402$1 cu.yds.
Estimate or Pad & Dike: cu.ft. = 319bS
cu.yds.
I.26 f ' Ration
Job Class JP:
Oa to
Designed By
Design Approval
Na "e /
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ate
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U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner FE R &i-t_. County. �D(�&" Corrlie
Community or Group No. Conservation Plan No. —
L f ro rn ( 'e�* P} • ai br c dcc r+m
Estimated Depth of Water to Top of Dam 6.q Ft. Length of Flood Pool sS'a Ft.
Date of Field Hazard Investigation sa/i/93
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 :Flo Above :FloolwaterlAir Above
n
: Ft. : Ft. : % : e ro icrrri t : Ft.Ft.
. / . ub lc7hd : C r-i s,o Creek : O z . 4-
1 : a o : gt) : 7. .
•
2 . '4• : 71ac) . a
5 �: �R isa7 t ,e r
3 :
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach CI e f .in; rovement , /o ec O J 1
down -/real vi • /(la /J: o&c.b/e -74L4cone ,n r'r-en rn jrn7.7ro verrce/7-75 -s/ . /c/
h e o ✓i-i ,ed br YL) , i J ed,
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21) c�
Dam Classification (I, II, III, IV, V) 7—
By � .. W t01,5-
(name) 6r (title)
Concurred By
c� �.
tile}
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date /a%!/��
Date y'.3
'4.
rdvm-....47...,.,,,54.,rrK.f.,,,,,,,"..rN,,Af,,,.. i.ttc -;...t l.., , .yw.i :a.r-•._ryrvF4vc+.
ONETOE ..QUADRANGLE `: �' °`
t_r.,at Y°: k:. SATES • _ri...t.:.
'i?C• j. _'?F��^`•: •a -, a+R�ji,,c.! � : UNITED T �. •- --;:-
<,: NORTH .. CAROLINA : • ;-; .,
7.5 MINUTE 'SERIES •.(TOPOGRAPHIC) EPA_ RTMENT : OF - THE INTERIOR ;-
SW/4 PARMELE 15• QUADRANGLE .. ;. r; , •..:. ...:GEOLOGICAL SURVEY . "" _,:.:
:... •: .scale :I �..
284 - 2 480 000 FEET ' ' '?;'sar : ' 286000mE 287
;ice"„
eaa+1i'T Sr3d3 11 ��1436 �3j I \ ill
•
€_ator:Ferrell-Blount County: Edgecombe
Date: 04/29/94
istance to nearest residence (other than owner): 2500.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
2000 sows (farrow to wean) x 433 lbs. = 866000 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 866000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 866000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 866000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
'OTAL DESIGNED VOLUME
"OWNER REQNE7S NO 5c.uvGE `ToRAbE.
SLuv(E W u .t 5E REMoV p AS NEEDED. r'
Inside top length (feet) 580.0
Inside top width (feet) 270.0
Top of dike elevation (feet) 56.4
Bottom of lagoon elevation (feet) 44.4
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 574.0 264.0 11.0
AREA OF TOP
LENGTH * WIDTH =
574.0 264.0 151536 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
508.0 198.0 100584 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
541.0 231.0 499884 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
151536.0 499884.0 100584.0 1.8
mni-n 1 nasci rrncri Vnl timm — 1 170a7 A 'TT VT
;. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
580.0 270.0 156600.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 156600.0 square feet
Design temporary storage period to be
A. Volume of waste produced
Feces & urine production in gal./day per
Volume = 866000 lbs. ALW/135 lbs. ALW *
Volume = 1581893 gals. or 211483.1 cubic
B. Volume of wash water
Describe this area.
180 days.
135 lb. ALW
1.37
1.37 gal/day 180 days
feet
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 *
Volume = -0.0 cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 13.4 inches
Volume = 13.4 in * DA / 12 inches per foot
Volume = 174870.0 cubic feet
180 days storage/7.48 gallons
per CF
APR 0 2 2019
D. Volume of 25 year - 24 hour storm
Volume =
6.7 inches / 12 inches per foot
Volume = 87435.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 211483 cubic feet
5B. 0 cubic feet
5C. 174870 cubic feet
5D. 87435 cubic feet
TOTAL 473788 cubic feet
. SUMMARY
Temporary storage period >
Rainfall in excess of evaporation >
25 year - 24 hour rainfall
Freeboard >
Side slopes >
Inside top length >
Inside top width >
Top of dike elevation >
Bottom of lagoon elevation >
Total required volume >
Actual design volume >
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume >
Volume at stop pumping elevation
Start pumping elev.
* DA
180 days
13.4 inches
6.7 inches
1.0 feet
3.0 : 1
580.0 feet
270.0 feet
56.4 feet
44.4 feet
1339788 cu. ft.
1378674 cu. ft.
49.7 feet
51.9 feet
49.7 feet
50.4 feet
866000 cu. ft.
878580 cu. ft.
54.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1291239
Volume at start pumping elevation > 1273827
Required volume to be pumped > 386353
Actual volume planned to be pumped > 395247
Min. thickness of soil liner when required==> 1.8
. DESIGNED BY:
DATE: Zi + (. 61 4 DATE: 52/c2 6/94/
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: 'L We U. P 2I1�, u WADE UTI1-r7A-r10n! pLA-N
*
cu. ft.
cu. ft.
cu." ft.
cu. ft. *
feet
APPROVED BY: PyG =-14inst,LcEl
a
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SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent; },e�;„
they are suitable, excavated materials can be used as fill. The fill nri on
shall be brought up in approximately horizontal layers not to.exceed4 oa--Yale,
inches in thickness when loose and prior to compaction. Each layer slope. C
will be compacted by complete coverage with the hauling and spreading a AoV:
equipment or standard tamping roller or other equivalent method (roller-4'1 1; •F+5)
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required (5C,C+1)
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with, an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall -be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED -SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS 0141513)
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth .as.measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with'a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisturecontent when the soil is kneaded
in the hand -it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. F •- �, ►=, tamping or sheepsfoot
roller e e4rT 1 _f• 17 - 1' ' - • ,• -.1 e •
Will Iota Corn {.x�c-kt-or o. tae. V rer
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.(w 1 -'re, p'.pes +0 erlcrd 4-0
;r.s:de -}cam ,�jo �le��ble p,pe-S) ,
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials1b' i- I��," in+Q sG erial).
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon.treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 54.7 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 51.9 . This temporary
storage, less 25 yr- 24 hr storm, contains 386353 cubic feet or
2889921 gallons.
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
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
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
4 3 2
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United -State, Sod
Oeoarmant at
.t Conservation
Asncwtwe Serviu
CPSR,TOR: BLOuNT 1SocA-rrON
?lease review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
ycur contractor, and Sail 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 job can be certified for payment (if cost -sharing is. involved).
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is. RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel; will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and dam may vary from the
estimates. The design.will attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon, the contractor and'owner will negotiate on the price and
location of borrow area. .
NOTE: Design Requirement: LIbglq cu.ft. = cu. ds.
Estimate of Excavation: cu.ft. = t720 cu.Y ds.
Estimate or Pad & Dike: cu.ft. = t105
cu.yds.
t•26 : 1 - Ration '
Job Class 2
Designed By
Design Approval
25 ku(y qI}
Date
Name
ff.tNt..
`f
n'n• Sca COni. ai.0n $arr.c•
.rator:Blount Iso.
County: Edgecombe
Distance to nearest residence (other than
owner):
Date: 08/25/94
1100.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
135 lbs. - 216-0.0 1b3
O sows (farrow to wean) x 433 lbs. = 0 lbs
O head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : OO iH EAP a 27o t-g = 2(, 60o 1-es 0
(5c a MN toter
Total Average Live Weight = 21600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 21600 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 21600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4 TOTAL DESIGNED VOLUME
•
"cwirER 1ZEQugi14 No tiu p6 4rop-A&E-
6WriCfe W(U. Pie RHmOYEO AS NELVEV."
Inside top length (feet) 100.0
Inside top width (feet) 120.0
Topof dike elevation (feet) 54.0
Bottom of lagoon elevation (feet) 43.0
Freeboard (feet) 1.0
Side slopes (inside lagoon) 3.0 : 1
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
94.0 114.0
AREA OF BOTTOM
LENGTH * WIDTH =
- 34.0 54,0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
64.0 84.0
formula
LENGTH
94.0
WIDTH DEPTH
114.0 10.0
10716 (AREA OF TOP)
1836 -(AREA OF BOTTOM).
21504 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP +
10716.0 -
(4*AREA MIDSECTION) + AREA BOTTOM'
21504.0 1836.0- -
DEPTH/6
1.7
Total naRi nnad Vnh 1,Tn Avai l ahl o = s7sn ru_ FT_
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
100.0 120.0 12000.0 square feet
Buildings (roof and lot water)
0..0 square feet
TOTAL DA 12000.0 square feet
Design temporary storage period to be
5A. Volume of waste produced
Feces & urine production in gal./day per
Volume =
Volume =
21600 lbs. ALW/135 lbs. ALW *
39456 gals. or 5274.9 cubic
5B. Volume of wash water
Describe this area.
180 days.
135 lb. ALW
1.37
1.37 gal/day 180 days
feet
This is the amount of fresh waterused 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 =
Volume =
0.0 gallons/day *
0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall =
Volume =
Volume =
13.4 in * DA / 12 inches per foot
13400.0 cubic feet
13.4 inches
5D. Volume of-25 year - 24 hour storm
Volume =
6.7 inches / 12 inches per foot * DA
Volume = 6700.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 5275 cubic feet
5B. 0 cubic feet
5C. 13400 cubic feet
5D. 6700 cubic feet
TOTAL 25375 cubic feet
6. SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation > 13.4 inches
25 year - 24 hour rainfall > 6.7 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 100.0 feet
Inside top width > 120.0 feet
Top of dike elevation > 54.0 feet
Bottom of lagoon elevation > 43.0 feet
Total required volume > 46975 cu. ft. *
Actual design volume > 56760 cu. ft.
Seasonal high watertable elevation (SHWT)===> 49.4 feet
Stop pumping elev. > 49.4 feet
Must be > or = to the SHWT elev. > 49.4 feet
Must be > or = to min. req. treatment el.=> 49.0 feet
Required minimum treatment volume > 21600 cu. ft.
Volume at stop pumping elevation > 25710 cu. ft.
Start pumping elev. > 52.3 feet
Must beat bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr..rainfall==> 50060 cu. ft.
Volume at start pumping elevation > 49560 cu. ft.
Required volume to be pumped > 18675 cu. ft.
Actual volume planned to be pumped > 23851 cu. ft.
Min. thickness of soil liner when required==> 1.6 feet
7. DESIGNED BY:
OvoW
DATE 29
APPROVED BY:
DATE-:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: - 14.50.A Wivirt: Lin L{2Art oc.1 QuFN
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN.
This lagoon isdesigned for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping•to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 52.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 49.4 . This temporary
storage, less 25 yr- 24 hr storm, contains 18675 cubic feet or
139688 gallons.
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
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
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
mannernot to reach other property and public right-of-ways.
9. The Clean Water Act of'1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
OM II
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11
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Emergency Action Plan
This plan will be implemented in the event that wastes from you operations are leaking, overflowing,
or running off the site. You should NOT wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make very effort to ensure that this does
not happen. This plan should be available to all employees at the facility, as accidents, leaks, and
breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
• immediately stop waste application
■ create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
® stop recycle (flushing system) pump
® stop irrigation pump
® close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow
• flush system, houses, solids separators:
O stop recycle (flushing system) pump
® stop irrigation pump
® make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump, and
pump back into the lagoon
• if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the consultation of an individual
experienced in their design and installation.
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?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 919-571-4700; after hours,
emergency number: 800-858-0368 or 919-733-3942. Your phone call should include:
your name, facility, telephone number, the'details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the
situation.
b) Your integrator: Goldsboro Hog Farms Division, Maxwell Foods, Inc.
919-778-3130 extension 1430
c) If the spill leaves the property or enters surface waters, call the local EMS:
919-641-7843.
d) Instruct EMS to contact the local Health Department: 919-641-7511.
e) (For technical assistance)
Contact CES: 919-641-7815
Local NRCS office: 919-641-7900
4) Implement procedures as advised by DWQ 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.
5) Contact contract pumping and/or irrigation equipment companies:
/irk 3 , 3 m
6) Contact dirt movingaeuxhit:g
and/or heavy equipment companies:
a) JVC:11 (C/M) Ja-) °25 -- 3 f3
b)
c)
edgecombe
Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Liquid Systems
Flush Gutters • Accumulation of solids 0 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids fgr Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Site Specific Practices
Excessive Vegetative • Decaying vegetation
Growth
GI' Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage 0 Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
La` Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues 0 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMY- -November 11, 1996, Page 1
Source
Animal Holding Areas
Cause BMPs to Control Insects.
• Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where 'waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (Le., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
Systems
Site Specific Practices
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AM IC - November 11, 1996, Page 2
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: 131.01ANr 01z0' - c S ININe• F*1241
Address: •I O. eOx 400
15,611-41r (. , NG 2701
Telephone: Z52- SZ 9- 1453
BLE 1 - Field Specifications
•
Field1
Number
5s j
55 2
55 3
55,
55
55 6
557
LFA
5A
58
5C
5D
Approximate
Maximum
Useable.Size
of Fleld2
(acres)
3.q3
3.42.
2.55
Z.el
1.73
if. 26
6.47
t. o6
2,.12
3.53
3.52
3.35
I q5
Soli Type
FORwed
(1
1a
al
11
WAGRA M
Fo1zz5rVN
11
Slope
(%)
Aw
lo
11
11•
la
la
Po
.1
11
Crop(s)
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GOTTO N
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County: _ C_1760cot f
Date: 05 M?bU'T 20oZ •
Maximum
Application
Rate3
(In/hr)
• 5'0
r►
Ir
.,
.6o
r5o
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rl
1.
Maximum
Application
per Irrigation
Cycle3 .
(Inches)
1.00
1,
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rs
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EXHIBIT Al
Comments •
e attached map.
'tat field acreage minus required buffer areas.
ofer to N. C. Irrigation Guide, Field Office Technical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS, NC
JUNE; .1996
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Version —November 26, 2018
Primary Secondary
❑ ❑
❑ D
og El
-�
i ortallty Management :B,lfethods
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.
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
❑ 171 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).
❑ D 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).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must 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.
Poi
Si ature of Far r"n Owner/Manager
Sig e o ' echnical Specialist
Date
3/(bjl1
Date
Source
Farmstead
Animal body surfaces
Floor surfaces
Manure collection pits
•
•
Ventilation exhaust fans •
Indoor surfaces
Flush tanks
Flush alleys
Pit recharge porn points
Lift stations
Outside drain collection
or junction boxes
eManagement •
CaI
Swivel Farm Waste
1 Odor �hec�'li
Cause
ControlSt
• Swine production -- I
BMPs to Minimize p
• Dirty manure -covered animals
• Wet manure -covered
floors
Urine;
Partial microbi 1 decomposition
Volatile gases;
Dust
• Dust
• Agitation ofteFycled lagoon
liquid while ta,�ks are filling
Q Vegetative or wooded buffers;
C3 Recommended best mana ement
practices;
L Good judgment and common sense
lV Dry floors
Er Slotted floors;
Waterers located over slotted'tloors;
C7 Feeders at high end of solid floors;
l' Scrape manure buildup from floors;
0 Underfloor ventilation for drying
0 Frequent Manure removal by; flush, pit recharge,
or scrape;
Cl Underfloor ventilation
Er Fan maintenance;
Lk Efficient air movement
C9 Washdowit between groups of animals;
Ca' Feed additives;
C7 Feeder covers;
ITY Peed delivery downspout extenders to feeder
ID Flush tank/covers;
Er Extend fill lines to near bottoim of tanks with
• Agitation durin anti -siphon vents
conveyance g wastewater 0 Underfloor flush with under
floor
Agitation ofrecIycled lagoon
liquid while pits are fillip
I g
Agitation airing sump tank
filling and dra down
• Agitation during wastewater
conveyance
, inns
enttlatton I
Ca' Extend rechar I
be lines to near bottom ofpits
with anti=siphon vents
ID Sump tank covers
I
0 Box covers
G, ,
Site Specific Practices
Source Cause
End of drainpipes at • Agitation during wastewater
lagoon conveyance
Lagoon surfaces
BMPs to Minimize Odor
O Extend discharge point of pipes underneath
lagoon liquid level
• Volatile gas emissions;
• Biological mixLg;
• Agitation
a' Proper lagoon liquid capacity;
tW Correct lagoon startup procedures;
lY Minimum surface area -to -volume ratio;
Minimutri agitation when.pumping;
O Mechanical aeration;
S Proven biological additives — W t 14
Irrigation sprinkler • High pressure f+gitation;
nozzles
• Wind drift
Site Specific Practices
ti3" Irrigate on, dry days with little or no wind;
Ca' Minimum recommended operating pressure;
lrY Pump intake near lagoon liquid surface;
O Pump from second -stage lagoon
Storage tank or basin • Partial microb al decomposition;
surface
• Mixing while filling;
• Agitation when emptying
O Bottom dr midlevel loading;
O 'Tank coolers;
O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface
Manure, slurry or sludge
spreader outlets
• Partial microblial decomposition;
• Mixing while filling;
• Agitation when emptying
O Extend drainpipe outlets underneath liquid
level; j
O Remove settled solids regularly
• Agitation when spreading;
• Volatile gas e{nissions
O Soil injection of slurry/sludges;
O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while
slurry or sludge on field drying
surfaces
O Soil injection of slurry/sludges
O Soil incorporation within 48 hrs.;
O Spread inthin layers for rapid drying;
O Proven biological additives or oxidants
Dead animals • Carcass decomposition
Dead animal disposal • Carcass deco
pits
position
Incinerators • Incomplete combustion
13 Proper disposition of carcasses
O Complete' covering of carcasses in burial pits;
O Proper Ibcation/construction of disposal pits
O Sccondarj, stack burners
AMr ' - November 11, 1996, Page 4
Source
Cause
Standing water around
facilities
• Improper drainage;
• Microbial decomposition of
organic matter
Manure tracked onto
public roads from farm
access
BMPs to Minimize Odor
l� Grade and landscape such that water drains
away from facilities
• Poorly maint.dned access roads fB' Farm access road maintenance
Additional Information :
Site Specific Practices
c.,
Available From :
Swine Manure Management ; 0200 RuIeBMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatmeiri ; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88
1
Lagoon Design and Management for Livesto?k Manure Treatment and Storage ; EBAE 103-83
Calibration of Manure and Wastewater Appli ation Equipment ; EBAE Fact Sh et
Controlling Odors from Swine Buildings ; PH-33
Environmental Assurance Program ; NPPC anual
Options for Managing Odor ; a report from t e Swine Odor Task Force
Nuisance Concerns in Animal Manure Mana . ement: Odors and Flies ; PRO107, 1995 Conference Proceedings
NCSU, County Extension Center
NCSU -BAE
NCSU - BAE
NCSU-BAE
NCSU - BAE
NCSU - BAE
NCSU -'Swine Extension
NC;Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension
AMOC - November 11, 1996, Page 5