HomeMy WebLinkAbout310178_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: 31-0178 Certificate Of Coverage Number: AWS310178
2. Facility Name: Alan H. Phillips & Marshall Phillips Farm
3. Landowner's Name (same as on the Waste Management Plan): Alan H Phillips
4. Landowner's Mailing Address: 903 Wards Bridge Rd
City: Warsaw State: NC Zip: 28398
Telephone Number: 910-296-3055 Ext. E-mail: mhp123@earthlink.net
5. Facility's Physical Address: 638 685 Abner Phillips Rd
City: Warsaw
State: NC Zip: 28398
6. County where Facility is located::tom:,• : ;: Duplin , -. ..
7. Farm Manager's Name (if different from Landowner);. _ . Marshall H Phillips
g. Farm Manager's telephone numb r (include area code)^ p "" 910=290-0111 Ext.
;446-
9. Integrator's Name (if there is not an'Integrator write.I'None' )'.-t . Murphv-Brown LLC
10. Operator Name (OIC): Phone No.: OIC #.
11. Lessee's Name (if there is not a Lessee, write "None" ).` --'Y'
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 7,104
Operation Types:
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)
AP
,315, T Y
C'Cii-r
�ef 99D
2-704
19.50
MP ,Iir
0 7• qj
C- t_ fi `C
i4 4-'
2-f'UZ. k.
19.50
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) 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 f F,
4. _In'sectControl-Checklist-wittfchosen best management practices noted ` z="
5. Odor Control Checklist with dliosen 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: tfie above table is accurate and
complete. Also provide any site evaluations, wetland` determmatiins, orhazard classifications that- may, ,.be applicable to
v- your facility..
. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list;_ pleas include the additional compo niswith your submittal.
(e.g. composting, digesters, waste transfers, etc.),
As a second option to mailing paper copies of the application packaged you can scan - and
application and all the CAWMP items above to: 2019PermitRenewal@ncdeni.gov
email one
signed
copy of the
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 ajrjncipal executive officer of the corporation):
Name:
Title: 11(44i`11.
Signature: lt/) J Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR x Ta' x .,
Animal Feeding 'Operations Program =
1636 Mail Service Center _ —
Raleigh, North Carolina 27699-163L ....a
Telephone number: (919) 707-9100
E-mail: 2019PermitRenewal@ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019
ROY COOPER
Governor
MICHAEL S. REGAN
set -teary
LINDA CULPEPPER
rector
Alan H Phillips
Alan H. Phillips & Marshall Phillips Farm
903 Wards Bridge Rd
Warsaw, NC 28398
NORTH CAROLINA
Environmental Quality
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
RECEtiVL., r
1^' 102019
water Quality
February 27, 20194N+f uprd811t,
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.gov/about/divisions/water-resources/water-quality-regional-onerations/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 Jto. assure your continued coverage theStateNon-Discharge General Permits, you must submit an aaplication for
permit coverage to the Division._L Enclosed you will find 1 a 'Request for Certificate of Coverage Facility Currently Covered by an
.Expiring. State Non -Discharge General .Permit." The_ application form must be completedr' :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, ; n
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-NCG S143-215.1 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 pplication, 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): Wilmington Regional Office, Water Quality Regional Operations Section
Dunlin County Soil and Water Conservation District
AFOG Section Central Files - AWS3I0178
Murphy -Brown I.LC. •
a
D ! 5M1ai2rt DN. raft rb.auy❑epSe11 nSS& cfNEa m.
iSr"3Y^e enrKruail R
IlR a * oz.' .,=o:rrth _Cf gtiaaltne!a F2T "arp-1SSS
....i... ig...9 919.707 900O
0/78
3/,
his plan has been prepared for:
Alan and Marshall Phillips
Marshall Phillips
903 Wards Bridge
Warsaw, NC 28398
910-290-0111
Bill Thomas
NRCS
POBox219
Kenansville, NC 28349
910-296-2193
a s
Developer Signature
anure Only
4Owner/Managei/Proc�ucef Agre merit''
I we rider a d'an agre a specifications and the operation and mamt ance �
procedures est ishijn thi_nutent nanagement plan which wcludes_ an animal
Y a to zit of plan or hs farm named above`:I have read and understand h
a egiured ecifications concerning anunal waste management that are incllu with
Signature (o ner)
Signature (manager or producer)
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
907478 Database Version 4.1 Date Printed: (W4157019
Cover Page 1
'.r,'ater 4;Raal;�;•
R66io`z.i GNeiations ction
Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste. generated;1;356;84
Swine Nursery Lagoon Liquid'operatiori. This
capacities of approximately 180 days.
ga17/year
b a"7,104 •animal
waste storage
production facility has
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2446
Incorporated
2935
Injected
2935
Irrigated
,_ ' . 2446
Max: Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
-Deficit (lbs)'
--Actual Volume--
Applied (Gallons)'
Volume Surplus/
-Deficit (Gallons)
Year 1-
' 2,446
11484
-9,038
4,869,454
v-3,512,590
Year 2
2,446
15032
-12,586
6,374,339
-5,017,475
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
907478 Database Version 4.1 Date Printed: 06-19-2015 Source Page 1 of 1
Narrative
This WUP is written on a wetted acres footprint.
WO;
•
•
907478 Database Version 4.1 Date Printed: 06-19-2015 Narrative Page 1 of 1
The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
1881
1 AW
4.18
4.18
N/A
,
Butters
Corn, Grain
100 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
1881
la
2.05
2.05
N/A
Butters
Corn, Grain
100 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
1881
lb
5.86
t
5.86
N/A
Butters
N
Corn, Grain
100 bu.
`
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
1881
lc
4.13
4.13
+
N/A
Goldsboro
Corn, Grain
130 bu.
Wheat, Grain
65 bu.
Soybeans, Manured, Double Crop
38 bu.
1881
ld
1.22
1.22
N/A
Butters
Corn, Grain
100 bu.
Wheat, Grain
50 bu.
Soybeans, Manured, Double Crop
29 bu.
1881
4g
5.00
4.17
N/A
Noboco
Corn, Grain
- 115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
38 bu.
1881
5 AW
3.52
3.52
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
1881
5a
4.63
4.63
'
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
1881
5b
1.94
1.94
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
1881
5c
5.74
5.74
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
1881
6 AW
4.25
4.25
N/A
Norfolk
Corn, Grain
115 bu.
907478 Database Version 4.1
NOTE: Symbol * means user entered data.
Date Printed 6/19/2015
PCS Page 1 of 2
Planned Crops Summary
Tract
1881
1881
1881
Field
6a
Pivot -A
Pivot-B
Total
Acres
5.70
15.00
15.00
Useable
Acres
PLAN TOTALS: 78.22
Li
<.2.___
>= 2'&
<=-10
> 10
5.70
12.60
14.00
73.99
Leaching
Index (LI)
N/A
N/A
N/A
Potential Leaching
Low potential to contribute to soluble
nutrient leaching below the root zone.
Moderate potential to contribute to 4
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble`
nutrient leaching below the root zone.
Soii
Norfolk
Butters
Noboco
None
Crop Sequence
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Com, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Corn, Grain
Wheat, Grain
Soybeans, Manured, Double Crop
Technical Guidance
Nutrient -Management(590) should be: planned
•
RYE
60 bu.
35 bu.
115 bu.
60 bu.
35 bu.
100 bu.
50 bu.
29 bu.
115 bu.
60 bu.
38 bu.
Nutrient Management (590) should be planned. --Other conservation practices that improve
the soils available water holding capacity'and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778)-,and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers'(391).
907478 Database Version 4.1
NOTE: Symbol * means user entered data.
Date Printed 6/19/2015
PCS Page 2 of 2
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake. .. ' , a
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate; of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included Abalance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization; :of the manure generated by the operation.
: t
Yeanl i
Waste Utilization Table
Tract
1881
Field
1 AW
Source
ID
1881
1 AW
S5
S5
1881
la
S5
1881
1881
la
lb
S5
Soil Series
Butters
Butters
Butters
Butters
S5 }Butters
1881
lb
S5
1881
1881
lc
lc
S5
S5
1881
Id
S5
Butters
Goldsboro
Goldsboro
Butters
1881
Id
S5
Butters
1881
4g
S5
Noboco
1881
4g
S5
Noboco
1881
5 AW
S5
Norfolk
Total
Acres
4.18
4.18
2.05
2.05
5.86
5.86
4.13
4.13
1.22
1.22
5.00
5.00
3.52
Use.
Acres
• 4.18
4.18
2.05
2.05
5.86
5.86
4.13
4.13
1.22
1.22
Crop•
RYE
Corn, Grain i ;;100 bu.
Wheat, Grain
1.50 bu.
Corn, Grain j 100 bu.
Wheat, Grain •.,50 bu.
Com, Grain
Wheat, Grain
~100 bu.
i !
S0 bu.
Corn, Grain '130 bu.
Wheat, Grain 65 bu.
Corn, Grain 100 bu.
Wheat, Grain
50 bu.
Applic.
Period
:2/15-6/30
9/14/30
Nitrogen
PA '
Nutrient
Req'd :,
(lbs/A)
;N/,
114
104
Comm
Fert
Nutrient
Applied
(lbs/A)
N
Res.
(lbs/A)
N
20
0
Manure
PA
Nutrient
Applied
(Ibs/A)
Applic.
Method N
Irrig. 94
Irrig. 42
Liquid
ManureA
pplied
(acre)
1000
gal/A
52.15
23.08
2/15r 6/30
119/1 `74/30
2/15-6/30
••9/1-4/30
i
2/15-6/30
'9/1!4/30.
2/15; 6/30
114
104
114.
104
*156
136
114
• 9/14/30- 104
i
0
0
20
0
20
0
20
0
20
0
Irrig. 94
brig.
42
Irrig. 94
Trig. 42
Brig. 136
Brig. 54
brig. 94
Irrig. 42
37.55
16.62
Solid
Manure
Ap ecl.
Tons
J.
0
Liquid
Manure
Applied
(Field)
1000 gals
217.98
96.47
76.97
34.06
Solid
Manure
Applied
(Field)
tons
0.00
0.00
0.00
0.00
37.55 0.00 220.03 0.00
16.62 0.00
54.32
21.73
37.55
16.62
0.00
0.00
0.00
0.00
97.37
224.36
89.74
45.81
20.27
0.00
0.00
0.00
0.00
0.00
1881
5 AW
S5
Norfolk
1881
5a
S5
Norfolk
1881
5a
S5
Norfolk
3.52
4.63
4.63
907478 Database Version 4.1
4.17
4.17
3.52
3.52
4.63
4.63
Corn, Grain 115 bu.
Wheat, Grain 610 bu.
Corn, Grain
Wheat, Grain
Corn, Grain
Wheat, Grain
Date Printed: 6/19/2015,',
,II_
115 bu.
60 bu.
115 bu.
60 bu.
i2/15-6/30 131
1;9/14/30•
125
2/15-6/30 131
9/1-4/30 125
2/15-6/30 *137
9/1-4/30 j 125
`0
0
0
0
20
0
20
0
20
0
brig. 111
Irrig.
Irrig.
Irrig.
brig.
Irrig.
50
111
50
117
50
44.34 0.00
19.97 0.00
61.58 0.00
27.74 0.00
46.74 0.00
19.97
0.00
184.89
83.28
216.76
97.64
216.3
92.47
WUT Page 1 of 4
0.00
0.00
0.00
0.00
0.00
0.00
Waste Utilization Table
Tract
Field
Source
ID
1881
5b
S5
Soil Series
Norfolk
1881
5b
S5
Norfolk
1881
5c
S5
Norfolk
1881
5c
S5
Norfolk
1881
6 AW
S5
Norfolk
1881
6 AW
S5
Norfolk
Total
Acres
1881
6a
S5
Norfolk
1881
6a
S5
Norfolk
1.94
1.94
5.74
5.74
4.25
4.25
5.70
5.70
1881
Pivot -A
S5
Butters
1881
Pivot -A
S5
Butters
1881
Pivot-B
S5
Noboco
1881
Pivot-B
S5
Noboco
15.00
15.00
15.00
15.00
Use.
Acres
1.94
1.94
5.74
5.74
4.25
4.25
5.70
5.70
12.60
12.60
Corn, Grain
Wheat, Grain
14.00
14.00
Com, Grain
Wheat, Grain
Com, Grain
Wheat, Grain
Com, Grain
Wheat, Grain
Com, Grain
Wheat, Grain
Corn, Grain
Wheat, Grain
Crop
Year 1
Nitrogen Comm Res.
PA Pert. (lbs/A)
Nutrient Nutrient
Reqd Applied
(lbs/A) (lbs/A)
Applic.
RYE Period N N
.115 bu:
60 bu.
115 bu.
60 bu.
115 bu.
60 bu.
115bu.
60 bu.
100, bu.
50 bu.
115 bu.
60 bu,
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30
9/1-4/30
2/15-6/30.
9/1-4/30
2/15-6/30
9/1-4/30
'*137
125
*137
12J
131
125
*137
125
114
104
131.
125
0
0
0
0
0
0.
0
0
Applic.
N Method
20
0
20
0
20
0
20
0
20
0
20
0
Irrig.
Irrig.
Irrig.
Irrig.
brig.
brig.
Irrig.
brig.
Irrig.
Irrig.
Irrig.
Irrig.
Manure Liquid Solid I Liquid
PA ManureA Manure Manure
Nutrient pplied Applied Applied
Applied (acre) (acre) (Field)
(lbs/A)
Solid
Manure
Applied
(Field)
N
117
50
117
50
111
50
117
50
94
42
111
50
1000
gal/A
46.74
19.97
46.74
19.97
61.58
27.74
46.74
19.97
37.55
16.62
44.34
19.97
Tons
0.00
0
1000 gals
90.67
38.75
0.00 268.26
0.110
0.00
0.00
0.00
Total Applied, 1000 gallons
Total Produced, 1000 gallons
4 Balance, 1000 gallons
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.... ...2... Symbol *.,means user entered data..
rt
907478 Database Version 4.1 Date Printed: 6/19/2015
Total Applied, tons
Total Produced, tons
Balance, tons
114.64
261.72
117.89
266.39
113.84
473.10
209.37
620.73
279.61
4,869.45
1,356,86
-3,512.59
WUT Page 2 of 4
tons
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
-.
Crop
•.
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd'-
(lbs/A)
Comm
Felt.
Nutrient
Applied.
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
-
Solid
Manure
Applied
(Field)
i
N
N
N
N
1000
gal/A
'�.
,
gals als
_/
tons
1881
1 AW
S5
Butters
4.18
4.18
Wheat, Grain
50,bu.'
'9/1-4/30,
104
1 0
:0
brig.
62
34.62
0:00
144.70
0.00
1881
1 AW
S5
Butters
4.18
4.18
Soybeans, Manured, Double Crop
.-29.bu.„
',4/1-9/15'
13 1
0
- 0
Irrig.
113
62.69
k#
i ,0.:00
262.04
0.00
1881
la
S5
Butters
2.05
2.05
Wheat, Grain
E
, 150 bu..
9/-1-4/30'
104
0
0
Irrig.
62
24.93
r, [:00
51..10
0.00
1881
la
S5
Butters
2.05
2.05
Soybeans, Manured, Double Crop
, 29-bu. ;
; 4/1-9/15
113
0
0
Irrig.
113
45.14
'` nr 00
92.53
0.00
1881
lb
S5
Butters
5.86
5.86
Wheat, Grain
<5.0ibu.
9/1-4/30:
" 104
0
' 0
Irrig.
62
24.93
$' 0
. 146.06
0.00
1881
1b
S5
Butters
5.86
5.86
Soybeans, Manured, Double Crop
'29:'bu.'
4/1-9/15
.113
,. 0
"0
Irrig.
113
45.14
`.'` . p0
264.50i
0.00
1881
lc
S5
Goldsboro
4.13
4.13
Wheat, Grain
,. 6,5,bu.;
: 9/1=4/30
1136
f 0 p
- 4)
Irrig.
82
32.59
S
' 0.00
134.61
0.00
1881
lc
S5
Goldsboro
4.13
4.13
Soybeans, Manured, Double Crop
. 73.8 bu. P
- 4/1=9/15
;149
` 0
0
Irrig.
149
59'.52
~0:00
245.80
0.00
1881
ld
S5
Butters
1.22
1.22
Wheat, Grain
: 50:bu. j
9/1-4/30
104
, 0
0
Irrig.
62
24.93
. :0 00
30.41
0.00
1881
ld
S5
Butters
1.22
1.22
Soybeans Manured Double Crop
•29.bu.
4/179/15
'113 i
'0
0
Irrig.
113
45.14
,;0.00
55.07
0.00
1881
4g
S5
Noboco
5.00
4.17
Wheat,,Grain ;„•,,,;, .. ., ,,
.,,,,.,.
,.„-
,60,bu.,,
9/1-4/30 .
;, 125,
_...0
0
Irrig.
75
29.96
000
124.93
0.00
1881
4g
S5
Noboco
5.00
4.17
Soybeans; Manured, Double Crop' a '
-'
' 38bu�..
' 4/1-9/15
`' `149 "
' � 0
0
Irrig.
149
59.52
,0.00
248.19
0.00
1881
5 AW
S5
Norfolk
3.52
3.52
Wheat, Grain
60 bu.
9/1-4/30.
125
0
0
Irrig.
75
41.61
0.00
146.46
0.00
1881
5 AW
S5
Norfolk
3.52
3.52
Soybeans, Manured, Double Crop,,:., _....._
, _...:..35.bu.....
41-9/15
, 137
- .0
0
Irrig.
137
76.01
0.00
267.54
0.00
1881
5a
S5
Norfolk
4.63
4.63
Wheat, Grain. ' '°"'
60 bu •
9/1=4/30
125
0
0
Irrig.
75
29.96
0.00
138.71
0.00
1881
. 5a
S5
Norfolk
4.63
4.63
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
253.37
0.00
1881
5b
S5
Norfolk.
1.94
1.94
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
75
29.96
0.00
58.12
0.00
1881
5b
S5
Norfolk
1.94
1.94
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
106.16
0.00
1881
5c
S5
Norfolk
5.74
5.74
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
75
29.96,
0.00
171.96
0.00
1881
5c
S5
Norfolk
5.74
5.74
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
d
137
54.72
0.00
314.11
0.00
1881
6 AW
S5
Norfolk
4.25
4.25
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
75
41.61
0.00
176.84
0.00
1881
6 AW
S5
Norfolk
4.25
4.25
Soybeans, Manurd, Double Crop
_35, bu.
4/1-9/15
137
0
0
Irrig.
137
76.01.
0.00
323.02
0.00
907478 Database Version 4.1
Date Printed: 6/19/2015;
WUT Page 3 of 4
t Ut'1' t'
a
rrba m 41 1V11 laui ........... -
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
, Nutrient Nutrient Nutrient pplied Applied Applied Applied
... Req'd Applied Applied (acre) (acre) (Field) (Field)
• :(lbs/A) ,(lbs/A) (Ibs/A) i;,;;
Source Total Use.
..., Applic. Applic. 1000 •'' `1r, #
Tract Field ID Soil Series Acres Acres Crop , , . RYE Period . N N, N Method ` N gal/A , Ton"s 1000 gals tons
1881 6a S5 Norfolk 5.70 5.70 Wheat, Grain 60 bu. 9/1-4/30 125, 0 0 Irrig. 75 29.96 ao 170:76 0.00
-r
1881 6a S5 Norfolk 5.70 5.70 Soybeans; Manured; Double Crop 35 bu, 4/1-9/15 137 0 0 Irrig. 137 54.72 ;.I'• I ; 31192 0.00
r
V
1881 Pivot -A S5 Butters 15.00 12.60 Wheat, Grain • ; 50 bu: 9/1-4/30, : 104 0 , 0 Brig. 62 24:93 `" 'A -WO., 314:06 0.00
1881 Pivot -A S5 Butters 15.00 12.60 Soybeans, Manured"; Double Crop 29. bu, 4/1-9/15: 1:13 0 0 Irrig. 113 45.14 117,4)5 568 73 0.00
i
1881 Pivot-B S5 Noboco 15.00 14.00 Wheat, Grain 60 bu: 9/1-4/30 .125 0 0 Irrig. 75 29.96 0.00 419:41 0.00
1881 •Pivot-B S5 Noboco 15.00 14.00 Soybeans, Manured; Double Crop 38 bu. 4/1-9/115-: ; 149 0 , 0 Brig. 149 59.52 0.00 833.23 0.00
1 Total Applied, 1000gallons a 6,374;34
Total Produced, 1000 gallons 1,356.86
Balance,•1000gallons -5,017.47
Total Applied, tons 0.00
Total Produced, tons 0.00
Balance, tons 0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
907478 Database Version 4.1
,2.,, Sytnb81,, *,:means:user entered data. -r
Date Printed: 6/19/2015
WUT Page 4 of 4
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
907478 Database Version 4.1
,2.,, Sytnb81,, *,:means:user entered data. -r
Date Printed: 6/19/2015
WUT Page 4 of 4
Au>)
co1FN+Ev+nt41 BLb -.
FiN���I�D Fl:ooR slat!,
^Vb o PAD ZIEV,
IcQL. Gkoss 5ec?jQVIEW D r Pt DNS
RS E. .DEslG-tt
Bo`rroi 0 F :*6utt
1-02-4
1NVErt-t o F Du1IQ'
•
Z oT 1i L S I (3.144
STDRaG� eLtSV,
n~ry s-k LAG-oo
NvEkl- £ ovr t ?i?e
Err L t� p
To? of DIKE
Wi4a14 to2aA G‘rIAJAILdfrA. NrATstAik.
x/4avaT•a A 4dt1 • 'Pr 1.1'7 -
Aom e Ted w i rt4 A toto a
z.DRFItsk+Ew ttii- S Lb
DF PAD zlEv,
so.'13 •
? IC L (QOS5 5e-C-"rID.tL V1o �• ,¢j DO: Gk W
p �-t Rt.t-c t4 ckG- .1=itG-Ct
(3oTTOm O F SUNti�
SL.Z.0
81/
PE
5 0.3 1
11
"ui1GR`C
7 o-r AL oEs t G-t4
s-r..a %kV - \ L V I
.LRGrogN t:
kx'1"°39.gy
''' oTT p1M 1-'EY:
1L
: t1 V It; ART. O F O v T l.1 '1 ? t P e
sTTL� p
TOP n� DIKE
6-.0.a1 EL e Uq
3,1) 1
24
The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff_ This table provides the maximum application rate per hour that may be applied to each field selected to
receive-v stewater. It also lists the maximum application amount that each field may receive in any one application
event,`
Irrigation Application Factors
Tract
1881
Field
1 AW
1881
la
1881
lb
1881
lc
Butters
Butters
Butters
Goldsboro
1881
:.ld
Butters
1881
4g
1881
1881
SAW
—5a
1881
`5b
1881
BSc
1881
6AW
1881
1881
1881
`6a
-Pivot-A==
Pivot-B
Noboco
Norfolk
Norfollc .-,
Norfolk -
Norfolk
Norfolk
Norfolk
Butters
Noboco
Soil Series
Application Rate
(inches/hour)
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
0.50
Application Amount
(inches)
1.0
1.0
1.0
1.0
1.0
- 1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
907478 Database Version 4.1 Date Printed 6/19/2015
NOTE: Symbol * means user entered data.
IAF Page 1 of 1
The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
`' --, . concentrations each source, the number of animals in the facility and the plant available nitrogen application c ,,;�
7 rptes shown in the secondcolumn
Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streainsand lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also ,
be a concern. _
rt
Lagoon Sliidgd Nitrogen Utilization Table
Crop
Corn 120 bu
Hay 6 ton R.Y.E.:
Soybean 40 bu
Maximum^
PA N.Rate
... d30.0
•
160
Maximum Sludge
Application Rate
—1000 gaUac
- Minimum Acres -�
- 5 Years Accumulation
_Minimum Acres
10 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
14.69
29.38
15.67
16.20
8.10
15.19
Minimum Acres =
15 Years Accumulation
32.40 1 48.61
16.20 24.30
30.38 1 45.57
907478 Database Version 4.1 Date Printed: 06-19-2015 Sludge Page 1 of 1
The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start.
date is a value entered by the user and is defined as the date prior to applying nutrientsto the first c op m.
the plan at which storage volume in the lagoon or holding pond is equal to zero, �� -1rrr� ,, =^`
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity ofthe facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization planis inconsistent with the structure's temporary storage capacity.
Source -Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
• Start Date
9/11
180
Plan Year
Month
Available Storage Capacity (Days) *
—
1:-
1
38
1
.2
180
•
;1 s
-,=;:f,
.,. _
-3.-:
180
1 E
4
180
5
180
-
1
6
180
1
-7-
149
- - -
I
8-
118 --
1
9
180
1
10
180
1
11
180
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
907478 Database Version 4.1 Date Printed: 06-19-2015 Capacity Page 1 of 1
Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by ruoffj"drift,
- manmade conveyances, direct application, or direct `discharge,during-r
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
--properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
aa agreement with.a _landowner, who is within a -.reasonable proximity,
allowing him/her the use of the land -for waste application It is the
-the—ow-der—of . -e-- -. - p .:. there isili khan
,.responsibility of the waste ro�duction facih to secure an
update of the Nutrient Management Plan whenchange in the
operation, .increase in the number of animals, method -of application,
receiving crop type, or available land.
=3: --Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, -available moisture, -historical
data, climatic conditions, -and level of :management, unless there are
,regulations that restrict the rate of applications for :other nutrients.
:.W. Animal waste shall be applied to 1and=eroding less than 5-tons per- acre
_ per year: Waste may be applied to land eroding at more than 5 tons per
acre per 'year :IAA less than 10 tons per acre per year provided grass filter
strips-areinstalled where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
907478 Database Version 4.1 Date Printed: 6/19/2015 Specification Page 1
7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application,. No
,ponding should occur in order to control odor and flie
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
— that the crop is not covered_with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered..;
Nutrients from waste shall not be applied in fall orwinter for spring
planted -crops on soils with a high potential for leaching. Waste/nutrient
loading rates on thesesoils should be held to a minimum and a suitable
winter covercroprplanted to, take up released nutrients. Waste shall not
be -applied more than 30 days prior to planting of the crop or forages
breaking; d ormancy. i— 5°
1 Any_new swine facihtyysited on or after October 1,1995 shalt,complywith
e the following: The.Aouter: perimeter of She land area onto which waste is
applied from a lagoon that is a -component of a swine farm -shall be at least
-50feet from-` any residential property boundary;andacanal Animal waste,
other than=swine waste: from facilities: sited on or afterOctober 1,1995,
shall not be -applied closer that 25 feet. toperennial waters.-, -Y
12. Animal waste shall not be applied' closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
907478 Database Version 4.1 Date Printed: 6/19/2015 Specification Page 2
15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided thef eld :irave been
approved as a land application site by a -"technical spclal,'tAnimal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17 A protective cover. of -appropriate vegetation; will be established on all
disturbed areas (lagoonPembankments,berms, pipe runs, etc,) :Areas
shall be fenced, as necessary, to protect they egetation Vegetation such as
trees; shrubs, and other woody species, etc., are limited: to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18 If animal production at the facility istobe suspended,or terminated, the
.owner is responsible for obtaining and implementing a"closure _plan"
which will eliminate the possibilityAof an illegal discharge, pollution, and
erosion... - _ _
19. Waste handling structures, piping, pumps reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
907478 Database Version 4.1 Date Printed: 6/19/2015 Specification Page 3
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient,.unle- orestrictions require
waste to be applied based on -other nutrient a i ,. i a lower
application rate than a nitrogen based rate. 'Zinc and copper levels in the
-soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a`minimum of three years.
Waste application records for all other waste shall be maintained for five
s:. (5) years.
r23. -Dead animals will be disposed of in -a manner that ineets meets North Carolina
} r ,regulations. . _, _,• ; , .:. ... - _ _
Rica,' gag
APR 10 Z019
"�
Re9ioaai Options Sew°
907478 Database Version 4.1 Date Printed: 6/19/2015 Specification Page 4
•
- -Crop Notes-
.The following crop note applies to field(s): lc
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally plantedwhen soil temp r mires reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety`with the characteristicslneeded for'your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
- fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the.corm. _Timely management of weeds and insects -are essentialfor corn production:"- =
The following crop note applies to field(s): 4g, 5 AW, 5a, 5b, 5c, 6 AW, 6a, Pivot-B
Corp:: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions: Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more- available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and -One-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
907478 Database Version 4.1 Date Printed: 06-19-2015 Crop Note Page 1 of 4
The following crop note applies to field(s): 1 AW, la, lb, ld, Pivot -A
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted wheracfiktemperatures reach 52 to 55 degrees fahrenheit.
•
Review the Official Variety "green book and at on.' "o�irprivate companies to select a high
•
yielding variety with the characteristics needed for yourr and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
-_ The following crop note applies to field(s): lc
Wheat: Coastal Plain, Mineral Soil, low -leachable
:In theCoastal:Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at11 1/2" deep and increase the seeding rate, by.5% for, each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain. Production Guide". Also increase the initial_. seeding rate by at least 10% when planting
.q
no -till. Adequate depth control when planting thewheat is essential Review the.NCSU Official Variety
,."green book". and information from private companies to select a high yielding variety with.the
characteristics needed for your area and conditions Apply no more than 3-0 ibs/acre N at planting.
_Phosphorus and potash recommended,6y a soil test can also be applied at -this time. Theremaining N
. should be, applied during the, months_of February March , The total; N is dependent on the soil.type. Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat. Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following; crop note applies to field(s) r4g, 5 AW, 5a, 5b, 5c, 6 AW, 6a, Pivot-B
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase"the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
907478 Database Version 4.1 Date Printed: 06-19-2015 Crop Note Page 2 of 4
The following crop note applies to field(s): 1 AW, 1a, lb, 1d, Pivot -A
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheatsho 'ld be a ted ..74.9cA3.er 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate'l0f% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also; increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
.Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds ;are essential for profitable wheat production.
following+.crop 'note=applies to field(s): lc
Double -Crop Soybeans, Coastal Plain:.:Mineral Soil, low -leachable
Double -crop soybeans should be planted as- earlyin-June as possible -with planting completed by July 4th.
When no -tilling soybeans in small -grain straw, it is essential -to manage -the straw to achieve adequate
plant populations Review the-NCSU Official Variety "green book" and information -from �private
p
p
ompanies to select a high yielding variety with the characteristics needed for your -area and conditions.
Plant 2- 4 seed/rowfoot for 7=8='-drills;-46-'seed/row,foot-for.,15"=rows,:6=8'seed/row foot for 30" rows
and 8-10 seed/row foot -for 36"--rows.-Increase the seeding rate by at` least -10%o foeno-till planting.
Seeding _ -depth should be 1-1-=1/2" and adequate depth control is essential Phosphorus and potash
recommended for the soybeans can be applied to the wheatin!theFall=.Soybeans producetheir own.
-:nitrogen and"are normally grownawithout "additions=of nitrogen. However ,applications: of:20-30 lbs/acre
N are sometimes made at planting to promote early -growth and vigor;Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 4g, 5 AW, 5a, 5b, 5c, 6 AW, 6a, Pivot-B
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
907478 Database Version 4.1 Date Printed: 06-19-2015 Crop Note Page 3 of 4
The following crop note applies to field(s): 1 AW, la, lb, ld, Pivot -A
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be4pl tAk y in June as possible with planting completed by July 4th.
When no -tilling soybeans in "small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the-NCSU- Official` Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
--.recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitabledouble crop_ soybean production.
•
907478 Database Version 4.1 Date Printed: 06-19-2015 Crop Note Page 4 of 4
PERATIONZMAINTENANCE PLAN
rroper lagoon rnai g 'me •shouldbe a'year round pnonty Itas especially important to manage
levels so that you do not haveproblems during extended:ratny and wet periods.
Maximum storage capacity should be available in the lagoon for periods whenthe 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 fall 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
notleave room for storing excess .water during extended wet periods. Overflow from the lagoon for
any "reason :except a 25,year 24 hour storm is .'violation of state Iaw: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 con:tmon vegetatve covers The. _vegetation should befertilized each
year if needed to:tmamtam a vigorous stand. The,; amount of fertdizetl applied
should be based on moils test _but rn the event that it is not =practical WATaan
soilstest=:each year, the;�lagoonm ebankment=and surrounding areas should b,
fertilized with 800 pounds=per acre of 10-10-10, or equivalent
.,>
Brush and+;"frees, on the embankment must be controlled-. ,,This:may be done by y=
mowing,spraying 'grazing, chopping, or a combination of these :practices. This
should be done at leastonce r.a year and possibly twice in -years: that weather.
conditions are favorable for heavy vegetative growth
r ,
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 minis ur
waste Inlet Pipes, Recycling Papes, and Overflow Pipes. = took for
1 - . separation of joints
2. cracks or breaks ,
$, accumulation of salts orminerals :
:;:4 overall condition of pipes:
Lagoon surfacelook for:
undesirableegetative growth
floating or fodged debris,_ .'
L+f g a,rdpPK
Ei bankrvaent - laolt 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 toliner damage due to wave _,:action_caused_by strong
• winds These waves can erode the lagoon sidewalis, thereby weakening the lagoon dam.
A good stand. of vegetation will_ reduce. the potential damage caused by wave action_ If
• wave:;action causes.;serious;damageto. 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 serous _consequences and -should •not ;be -conducted -unless _
:recommended by -an "appropriate technicalexpert Y
•
Transfer Pumps `check'ffor proper Operation of
recycling pumps
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 cornesfrom your:flushing (washing) system pipes and the rainfall that
tt theta4You .,should inspects your diversion systemfor the`
adequate\egetation
diversion capacity
..-ridge berm height' -...
3
Identified problems should be corrected promptly. It is advisable to inspect your system
duing ,immediately following a heavy rain. If technical assistance is needed to
aline -proper solutions, consult with appropriate experts.
era 4xA e« ti'`r ,ems.•:-w
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 howmuch your lagoon lever will rise with a certain rainfall amount
(you must alsobe 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.
LagoonOperation,
•
mmediately, after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
Fill new lagoon „design -treatment volume, at (east- half .full of water, before waste
loading=begins,. taking care not to erode Irving or bank slopes
Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near they bottom, of the lagoon during initial filling or another_
means of Slowing the incoming water to avoid erosion of the lining"
When possible; ;beginloading new lagoons in the spring to maximize bacterial
establislimenf(due to°°warmervveatt er)
5 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 rthe, 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 75 and 8.0
7. 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 a d regular i$ t ulla�ste Ater s added to a lagoon, `the better the
lagoon will function Flush system `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.
4
rracticevwater 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 andsoil moisture so that temporary storage will be maximized for the
summer thunderstorm season Similarly, irrigate inthe late summer / early fall to
rovide.:maximum lagoon storage :for the Winter., -
�e,lagoon liquid level should never- be closerthan 1-:foot-to theiovvest-pomt of the-:•
am or embankment
Don not pump the lagoon liquid level lower than the permanent storage level unless
_
Locate float pump intakes approximately„18 inches underneath the:bquid surface and
as far away from the -drainpipe inlets as possible
revent additions of bedding materials,long-stemmed forage or vegetation, 'molded -feed, plastic syringes, or other foreign materials into the lagoon.
Frequently removebasins 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.
a 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:
ire acustom applicator
= - 1iiethe sludge and lagoon liquid with a'chopper -'agitator impeller -pump through large -
boresprinklerirngationsystem onto nearby cropland; and soil incorporate.
Dewater the -part of lagoon by irrigation onto nearby cropland or.forageland; mix
remaining s•ludge; pump into liquid sludge applicator haul and spread onto cropland or
fora9eland;-and soil incorporate.. . -
:r
Dewater the' upper part of lagoon- by irrigation -onto nearby cropland -or forageland;
w dredge sludge fromlagoon with dragline orsludge barge; berm'an area beside lagoon
to receive the sludge so' that liquids can drain backinto lagoon; allow sludge to
dewater; haul and spread with 'manure;spreader'onto:cropland__orforagelarid;..and soil
incorporate:
Regardless of the method;': you :.must ;-have `the sludge ,material. analyzedfor .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 bythese 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 j,pleduce the chance:: of erosion.
Note that if the sludgezis applied to fields wits 6#31of -test,pt osphors; it should be
applied only at rates equal to the crop remova� rrospnorus .' Aelwith other wastes,
always have your lagoon sludge analyzed for its nutrien#"value
6
°Wr=
The application of sludge will increase the amount of odor et 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:
0 " MddifiCgOtf bffhelagi5orcarliCtUre an example is the placement of a pipe in the dam
;,_;• without proper design and construction. (Consult an expert in lagoon design before
any piPes in dams.)
high levels are a safety risk.
Failure to tnspect and maintain' the darti.
r5 -7,71c " •
6 Excess surface water flowing into the lagoon:
integrity: 4---i-:.plotect-,-froMyinlerpipe -Septiring,tlanlage'•-dug'slydge'. removal, or
Jr=4. below groundwatert6ble.
• • • •
NOTE: itlagoon,;Waterls-.allOWed. tO oVerto1Y-the-',Clani;:the' moVingMater.W.iltsoon cause
i- " t -
nf thectam.:,•:-.;:Once,at amage,-s a s,-,!1 y arge
- ,
discharge of wasteijvater and possible bitWfailtire'..-K.,.-
7
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
2. •
This plari )UI 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 0
ensure that this does not happen.. ,This plan should be posted in, an, accessible location
'for. all 'employees at the faciliity:.The following are some action items you should take.
Stop the release of wastes Depending on the situation, this may or may not be possible. Suggested
responses to some possible problemsAa�rre listed below _ am r' -
—433-3 t
Ito 9 cj141�
Q10-5�a-�9��
q' 13 —
Ql o _�q �- j 1l0
Lagoon overflow- possible solutions are
) Add soil to berm to increase elevation of dam
Pump wastes to fields at an acceptable rate ''�
-;Stop all flow to the lagoon'immediately '
,Calla pumping contractor.
Make sure no surface water is entering lagoon..
Runoff from waste application field -actions include:
Immediately stop waste application.
Create a temporary diversion to contain waste.
Incorporate waste to reduce runoff_
Evaluate and eliminate the reasons) that cause the runoff..
Evaluate the application rates for the fields where runoff occurred.
a)
b)
c)
d)
e)
C. Leakage from the waste pipes and sprinklers action include::.
a) Stop recycle pump. .
b) Stop irrigation pump. .
c) Close valves to eliminate further discharge..
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
possible action:
or ditch from the bkment.to catch a
a) Dig a small sump
pump, and pump back to lagoon' - -,-
b) If holes are caused by burrowing animals trap or remove and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the
as possible.
to flowing leaks -
ut ih a submersible,
sL
alas file holes and
lagoon bottom as soon
8
2. Assess the extent of the spill and note any obvious damages.
a. 'Did the waste reach surface waters
w
b. Approximately how much was released andYforwhat duration?
c. Any damage notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: (919) 733-3942. Your phone call should include: your narrie, facility
,,_, number,. telephone: number, the details of.the incident from item 2 above, the exact
,location of the facility,. the, location, or direction: of ,the movement of;the, spill;;weather and
wind conditions: The : correctiv' measures. that have been, under taken, ; and the
seriousness of thesituation
If the spill leaves property or enters surface waters, call local EMS phone number
Instruct EMS to`contact local Health Department:''''''' .
.-Contact CE's phone nurnber;•local SWCD office phone number and the local NRCS
officefor. advice / technical assistance phone number.
If none of the above works call 911 or the Sheriff's Department and explain your problem to,
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choke to.b_egin repair of problem to minimize offsite damage.
a. .Contractors Name --Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: ••• (910)293-3434
6. Contact, the techn'icalspecialistwho certified the (MRCS, Consulting Engineer, etc.)
a. Name:. Kraig Westerbeek :.Y.
b. Phone: (910) 293 - 5330
7. 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.
APR 10 /019
aAFatm. Quality
Regional Operations lion
Storage tank or Partial microbial . )Sotto or midlevel loading
basin surface decomposition Mixing whiles )Tan trers
filling Agitation when, emptying(. n)Basin urface mats of solids
( )Proven biological additives or oxida
Settling basin
surface .
Partial microbial decom-
position Mixing while filling
• Agitation when emptying
( )Extend drainpipe outlets underneath liquid
level
( )Remove settled solids regularly
Manure, slurry or
sludge spreader
outlets•
Agitation when spreading
Volatile gas emissions
( )Soil injection of slurry/sludges
( }Wash residual manure from spreader after use
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal
disposal pits
Carcass.decomposition, ., _,.(= .)Complete covering of carcasses in burial
( ,)Proper location / construction of disposal pits 1
Incinerators ::;
Incomplete combustion .`(.)Secondary"stack burners""
Standing water:;.
around facilities
improperdrainage (✓)Farm access road maintenance ,;.:
Microbial decomposition of away from facilities
organic Matter
Manure tracked ".,.,Poorly"maintained-access (V)Farm access road maintenance
onto public roads .roads i
from farm access 7r.:
Additional Information
,:
Swine Manure;ManaBement 0200 Rule ../ BMP Packet NCSU-County Extension Center
Swine Production `Farm Potential odor Sources and Remedies, EBAE Fact Sheet. NCSU-BAE -
Swine Production Facility Manure Management Pit Recharge: -Lagoon Treatment EBAE128 88 ,NCSU BAE
Swine Production Facility Manure Management Underfloor FIuse'Lagoon Treatiilent 129-88NCSUBAE--
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and WastewaterApplicationEquipment EBAE Fact Sheet NCSU-BAE
Controlling Odors. from Swine Buildings; PIH 33 NCSU-Swine Extension
Environmental Assurance Program NPPC Manual NC Pork Producers
Assoq , ' ..
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns, in Animal Manure Management: Odors and Flies; PR0101., Florida Cooperative Extension.
1995 Conference Proceedings
Available From:
The issues checked (.`)'pertain to this operation. The landowner/integrator agrees to
use sound judgment in applying odor control measures as practical
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Lanr Signature)
13
Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus;�5econclary option.
Methods other than those listed must be approved b_tlfe gate tennarian.
Primary Secondary Routine Mortality
EI
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.
a. ,.,Rendering at a rendering plant_licensed under G S:-106-168.7.
Coniplete incineration according to 02 NCAC 52C .0102.
Aconiposting 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 siie and design approved by the
NCDepartment of Agriculture & Consumer Services'(G:S.=106-549.70).i•-- _
Any method which, in the professional opinioniof the State Veterinarian, would make possible
the salvage of part of a dead animal's -:value without°endangering human or animal health.
-(Written approval by -the State Veterinarian must be attached).
Mass Mortality Plan -
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must bedone in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Sig - re of Far swner/Manager • Date
• /7( h
Sign-, ure of Technical Specialist Date
Operator:MARSHALL'PHILLIPS*County DUPLIN
Distance to nearest residence (other than owner
1. STEADY STATE LIVE WEIGHT
0 sows
0 sows
0 head
sows
3520 head
(farrow to finish),,:-
(farrow to feeder)
(finishing only)
(farrow to wean)
(wean to feeder)
TOTAL STEADY STATE LIVE
1417
522
135
433
30
lbs.
lbs.
lbs.
lbs.
lbs.
Date:
11/07/93
1300.0 feet
WEIGHT (SSLW) =
2. MINIMUM REQUIRED. TREATMENT -VOLUME .OF:. LAGOON—:-
_
0 lbs
= 0 lbs
0 lbs
0 lbs
105600 lbs
105600 lbs
_..Volume 105600 lbs. SSLW x.-Treatment Volume(CF)/lb. SSLW
Treatment<='Volume (CF) /1b _ SSLW= . `:_. : ;.` 1 CF/lb. SSLW
Volume = 105600 cubic feet
3. STORAGE VOLUME ,.FOR `SLUDGE `'ACCUMULATION "`=`= = "
Volume":s_, rya. �,a0:: "0' `cubic` feet .; ,.... �� F.,. a%Th,•
at:
..D
4 . TOTAL -:DESIGN, VOLUME ,
Inside top length 200.0 feet-2, Insides top
_Top of dike at elevation 50.8 feet
Freeboard T 1,0 feet , Sidg :Fslopes - �= 3 0
-Total design -lagoon 1iquid level!fat elevation•-
Bottom` of lagoonelevation ._.l . 39 8 feet''
Seasonal high water table elevation .40.6
Total design Volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 194.0
AREA OF TOP
LENGTH * WIDTH =
194.0 129.0
AREA OF BOTTOM
LENGTH * WIDTH =
134.0 69.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
164.0 99.0
c,� a•� �`QcF
width 135.0 feet
1 (Inside_lagoon)
- 4 9. 8 __feet
feet
WIDTH DEPTH
129.0 10.00
25026 (AREA OF TOP)
9246 (AREA OF BOTTOM)
64944 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
25026.0 64944.0 9246.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
165360 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
200.0 135.0 27000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
_ { TOTAL DA 27000.0 square feet
Design -temporary :storage -period to be
5A. Volume of waste produced
A roximate pp� � dailyproducton ofmanure in:.CF/LBSSLW 0.00136'
Volume = 1060bVLbs.SSLW * CF of Waste/Lb:/Day * 180 days
EP *Volume = 25851 cubic feet
'_-180 days.
-
_
B. Volume= of wash, water;_, -_ _ ______
.-This is the-: amount _ of fresh-_ ater =used. -ford washing- floors or volume
of -afresh water used for'-a;-f1 shn-_system-,-- Flush -.-systems that recirculat
the -lagoon; .water- are account d for, in 5A.
Volume = 0.0 gallons/day
Volume-
= 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 = 7.0 in * DA / 12 inches per foot
Volume = 15750.0 cubic feet
7.0 inches
a
5D. Volume of 25 Yyear - 24 hourx stam-..�!,
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 16875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 25851 cubic feet
5B. 0 cubic feet
5C. 15750 cubic feet
5D. 16875 cubic feet
TOTAL 58476. tcubic feet
6. SUMMARY -
Tota1 required volume 164076 cubic feet
:Total =design volume=avail 165360. cubic -;feet _ .:
- -Min. -req '-:treatment volume plus --'sludge :accumulation 105600 cubic fe
At elev.: 47.2 feet ,'Volume is 106228 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 148485 cubic feet
_ �- F _
At elev = --49 1:_feet-- , Volume is 147131 cubic feet _(start pumping)
Seasonal high water table elevation 40.6 feet
7. DESIGNED BY • ,L APPROVED BY /YI.1 f • 75"llYl
DATE:
DATE: 12/c%g.3
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT
Operator:ALAN PHILLIPS
IP
Court r gya,. DIJPLIN
Distance to nearest residence s"(ot}han owner):
1. STEADY STATE LIVE WEIGHT
Date: 03/03/94
2000.0 feet
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
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3552 head (wean to feeder). x 30 lbs. = 106560 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 106560 lbs
2. MINIMUM REQUIRED TREATMENT: VOLUME =- OF LAGOON
Volume = 106560 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(QF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION06,4NO2-
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length '210.0 feet ; -Inside top width 140.0 feet
Top, of _dike, at =.elevation- :49:2 Meet =�
-Freeboard 1.'0- feet ,- Side slopes , 3.0 1 (Inside lagoon)
Total design 1ago on- :1-iquid._1eve1==at: _eleva-t-ion =- 48 : 2= feet
Bottom of` -lagoon -elevation 38.2 feet 0
Seasonal high water table_elevation O feet
Total design -volume using—prismoidal- formula --
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 204.0 134.0 10.00
AREA OF TOP
LENGTH * WIDTH =
204.0 134.0
AREA OF BOTTOM
LENGTH * WIDTH =
144.0 74.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
174.0 104.0
27336 (AREA OF TOP)
10656 (AREA OF BOTTOM)
72384 (AREA OF MIDSECTION * 4)
CU. FT. = AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
27336.0 72384.0 10656.0 1.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 183960 CU. FT.
c (-)
`i1*
5D. Volume -of 25 year ` 4 !;ou . _orn-i
Volume = 7:5 inches / x° inches per foot * DA
Volume = 18375.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26086 cubic feet--
5B. 0 cubic -feet
5C. 17150 cubic feet
5D. 18375 cubic feet_ f
TOTAL 61611 cubicfeet
6. SUMMARY_
----Totalrequired.volume. 168171 cubic feet
Total design volume avail. 183960 cubic feet
Min. req.:.. treatment volume plus sludge accumulation
106560,, cubic ,f-
At'elev_ 45.2 feet_., Volume is 110.538 cubic feet (end pumping)
_ Total design volume= less 25yrr24hr`storm is
165585 cubic feet
At elev 47 r4feet • Volume is'4 1` r154023cubicfeet (start pumping
ja
Seasonal high-water'table"'elevation
7. DESIGNED BY: 7 "
ems.
DATE :
feet
DATE: ),,s-py
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
5. TEMPORARY STORAGE R
ED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
210.0 140.0 29400.0 square feet
Buildings (roof and lot water)
Length * Width =-
0.0. 0.0.. 0.0 square feet
-TOTAL DAT 29400.0 square feet
Design temporary storage period to be 180 days.
5A. Volume_ of ; waste.:: produced
-Approximate.daily-production�of _manure-AACF/LB SSLW 0.00136
- .Volume =:=_--10656,0 Lbs. _SSLW eC *�F W/,L.,/, of� astebDay * 180 days
-Volume-=_. 26086v Cubic -feet-
-
Volume of wash water
This is the amountof1fresh water used for washing -floors or volume
the e
-fresh
h water used for a ._f lush --system-. Flush 3systems= that- .recirculatc
g water are accounted for in A.
Volume = 0.0 gallons/day * :180 days storage/7.48 gallons
Volume0:0
cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall
Volume = 7.0 in * DA / 12 inches per foot
Volume = 17150.0 cubic feet
7.0 inches
-per CF