490038_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 49-0038 Certificate Of Coverage Number: AWC490038
2. Facility Name: Kenneth MacGibbon Dairy
3. Landowner's Name(same as on the Waste Management Plan): \�ir;.;e c Red nnnd
4. Landowner's Mailing Address: 134 WeW lowRd
City: Statesville State: NC Zip: 28625-1538
Telephone Number: 704-592-2374 Ext. E-mail:
5. Facility's Physical Address: 139 Wes 1 w Rd
City: Statesville State: NC Zip: 286251538
6. County where Facility is located: Iredell
7. Farm Manager's Name(if different from Landowner): Kenneth Macaibbon
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"):
10. Operator Name(OIC): Kenneth R.MacGibbon Phone No.: 704-592-2375 OIC#: 28284
11. Lessee's Name(if there is not a Lessee,write'None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Cattle-Dairy Calf 25
Cattle-Dry Cow 30
Cattle-Dairy Heifer i05
Cattle-Milk Cow 160
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 Poultr%
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.)
L"Redline"
Estimated Liner Type Estimated
Structure Date (Clay,Synthetic, Capacity Surface Area Name Built Unknown) (Cubic Feet) (Square Feet)
WSP 06 D G 3 31.20
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. Be most recent Waste Utilization Plan(WUP),signed bN 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 subjnft al
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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,si nature should be by principal executive officer of the corporation):
Name: 0tle:
Signature: Date:
iI
Name: Title:
Signature: Date: —
Name: Title:
Signature: — Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

r � tATf,,. J ECENEDINCDEQIDINR
z �
ROY COOPER � . s= MAR 19 2019
Cow)nor
MICHAEL S.REGAN
Secrcrary M`c:oicrc`''`
;Raras�r°s Sell
LINDA CULPEPPER NORTH CAROLINA �s�I
oirrcrar fmlronmental Quality
February 26,2019
Virgie S Redmond
Kenneth MacGibbon Dairy
134 Westglow Rd
Statesville,NC 28625-1538
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https•//deq nc cov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR q ey
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636 , 'tA
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Discharge General Permits. )on must submit an application
permit coverage to the Division Enclosed you will find a 'Request for Certificate of Coverage Facility Currenth Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed. signed and returned by April 3.- 2019,
Please note that you mus include one (1) copy of the Certified Animal Waste Management Plan iCAWMPI with the
completed and signed ap4JicaBQn form. A list of items included in the CAWMP can be found on page 2 of the renewal
api lication form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Mooresville Regional Office,Water Quality Regional Operations Section
Iredell County Soil and Water C'onservativn District
AFOG Section Central Firs-AWC490038
yam..
North Caro rtaDepartmer.tof'enmraam:enteQuety I D,vs-zr.3f WaterResoumes
—DE 512 N.Se'sbr iy St.1 1636 IVe Sery Ds Centar I Fa a gE,N•srth ro rta 276n-1836
919.707 2030

Nutrient Management Plan For Animal Waste Utilization
04-14-2003
This plan has beep prepared for: This plan has been developed by:
Kenneth MacGibbons Dairy Larry Hendrix
Kenneth MacGibbon NRCS
139 Westglow Road 444 Bristol Drive
Statesville, NC 28625-1538 Statesville, NC 28677
704-592-2365 704-873-6761 x3
Developer�ignature
Type of Plan: Nutrient Management with Both Manure and Fertilizer
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
r S b�
ature(owner) Date
,tom/ 1,4-v -/ 6 `3
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: 41-16- 03
Technic: ,Specialist Signature Date
' ) ------------------------------------------------------------------- ------------------ '-----------------------------------------------------------------------
241775 Database Version 2.0 Date Printed: 04-14-2003 Cover Page 1

"'he table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
'ield estimates are provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index and the
Phosphorous Loss Assessment Tool(PLAT)Rating is also provided for each field, where available.
If a field's PLAT Rating is High,the planned manure application rate is limited to the phosphorous removal rate of the
harvested plant biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT
Rating should receive no additional applications of manure.
Planne s Su.mmary
Total Useable'
seabl PLAT Leaching P205
T ct Field Acres Acres RatingIndex(LI) Removal
Soil Series Crop Sequence RYE (lbs./acre)
1" 1330 1 29.00 27.00 Unknown 9.0 Chewacla-P Small Grain,Silage *9.0 Tons 41
Corn,Silage 28.0 Tons 101
r{ 1330 3 13.00 13.00 Unknown 15.0 Cecil Small Grain,Silage 9.6 Tons 43
Corn,Silage 20.0 Tons 72
1331 1 29.60 28.60 Unknown 15.0 Appling Small Grain,Silage 10.0 Tons 45
Corn,Silage 21.8 Tons 78
1331 5 19.80 19.80 Unknown 15.0 Cecil Small Grain,Silage 8.8 Tons 40
Com,Silage 18.4 Tons 66
s
1331 6 6.30 6.30 Unknown 15.0 Cecil Small Grain,Silage 9.6 Tons 43
Corn,Silage 20.0 Tons 72
I358 1 15AC 15.40 Unknown 15.0 Aimling Small Grain,Silage 9.2 Tons 42
Corn,Silage 20.0 Tons 72
1358 2 8.70 8.70 Unknown 15.0 Madison Fescue Hay 3.1 Tons 56
f 358 3 7.90 T90 Unknown 15.0 Cecil Fescue Hay 4.3 Tons 77
if 4'158 5 6.2C 6.20 Unknown 15.0 Cecil Fescue Hay 3.8 Tons 68
Y58 6 18.10 18.10 Unknown 15.0 Cecil Fescue Hay 4.3 Tons 77
1373 1 27.00 25.150 Unknown 15.0 Appling Small Grain,Silage 9.2 Tons 42
Corn,Silage 20.0 Tons 72
1405 1 18.80 18.10 Unknown 15.0 Cecil Small Grain,Silage 9.6 Tons 43
Corn,Silage 20.0 Tons 72
1405 4 8.10 8.10 Unknown 15.0 Cecil Small Grain,Silage 9.6 Tons 43
r Com,Silage 20.0 Tons 72
` 1,N55 8 8.50 8.50 Unknown 15.0 Cecil Fescue Pasture 4.3 Tons 22
145 9 8.20 8.20 Unknown 15.0 Cecil Fescue Pasture 4.0 Tons 20
1477 1 9.80 9.00 Unknown 15.0 Cecil Small Grain,Silage 9.6 Tons 43
Com,Silage 20.0 Tons 72
304 1 24.20 23.20 Unknown 15.0 Cecil Small Grain,`Silage 9.6 Tons 43
Corn,Silage 20.0 Tons 72
304 2 19.3 17.30 Unknown 15.0 Cecil Small Grain,Silage 8.8 Tons 40
Corn,Silage 18.4 Tons 66
PLAN TOTALS: 277.90 268.90
1286 Database Version 2.0 Date Printed: 04-17-2003 PCS Page 1 of 2
NOTE: Symbol*means user entered data.

I
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MAC C ► B6v N DAIRY
IREDELL COUIJTY, NORTH CAROLIMA
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WASTG MANAGEMENT SYSTEM
O U. S. DEPARTMENT OF AGRICULTURE
u SOIL CONSERVATION-SERVICE
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Title---------------------------_____
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SCS-ENG-313A REV B-75

NATURAL RESOURCES comSEnvATOmasnvu� �'�-- -
. . nsv 11~91
CONSERVATION PLAN MAP LEGEND
T1 330
Name Kenneth MacGibbon Address_ _139 West-.-low Road- _ 2]p 28625
AG
F
FF
Fonnooundary-------.
Fiomv,Lanuuoeovunuory-
Field Acreage......................... 320Ac.
Field Number......................... ��( v )
Private Roau--------' ~~ ~~ ~~ ~~ ~~ - -
Public Road...........................
|�
auiminoa »ouoep------.
Perennial Stroom------.
IntennKtenGtraom-----.
vogotauvematenwav----.
EXISTING BLANNEo
Fence*............................................*When existing other
symbols,they may be shown as follows:
Fence along both sides m
^ ."°" ------------ V V -�--_-�_
Fence along one side of
ditch
Fence moe removed.....................
Ditch muo removed.......................
�1 T�
Terrace— ------------ --- ---_� .---- _��
~ve'="' ............................... C-1 D-2 '
**The dots represent blocks;the arrows
Drainagerepresent spills
................................ -'-11--'-'--
(open drain)
Tile Drain -----'---- -�-'�--u--�
Dam and Reservoir........................
----� ---------�
Field Border................................... -- "__--_"-- --"-- -- ,—
nmoma -----'----'- --r-----'r-- — r-- -- p
nnnoannrmvgh-----___. -
40.0 Excavated Holding pit,Lammm-'
Water Control Structure.................
Field or land use boundary and field number may be shown /nred.

I- --
Mr Kenneth MacGibbon Conservation Plan Map T1330
Mrs Vergie S Redmond NRCS
Iredell SWCD Larry Hendrix
trace: 04/10/2003
ZZ
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A
'',6 A {
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Legend
Resource Inventory(lines) ,
/V Public_rivers.shp Scale 1 = 660
Planned Land Units
N
USDA 1000 0 1000 2000 Feet

����oou�BoO�E��Ow�nm� '''
' nsv 1�'o�
' CONSERVATION PLAN MAP LEGEND
T1 331
Name _]Kenneth JVkacGi Addraoo_Y3 Zip2862fi___
FIF
XS
Cropland Funnavundury------_.
Cropland
Field mLand Use Boundary.'
Cropland
Field Aceage--------. 320Ac.
Field Number......................... ( z )
phvamRood-------' ~~ ~~ ~~ — ~~ ~~ .
Public Road........................ �
Buildings, ovuswo------ 0
Peennialntraam------
|ntennittmmGtrwam-----.
memetuovematenway----.
EXISTING PLANNED
Fence*............................................ X X -�- -
When existing fences are combined with other
symbols,they may be shown as follows:
Fence along both sides m
road_ ------------ y y - �---_�
Fence along one side of
ditch-- ------------ -------' -- ---------'
Fence mun removed.....................
Ditch moe removed.......................
T-1 T -
�
Terrace— ....................................
- ^
Diversion-- ---------' u'/ u-2
**The dots represent blocks;the arrows
represent spills
Drainage ditch................................ -'-N0--'-'-- ---'��
(open drain)
TileDrain .......................................... -o--�--n--�
Dam and Reservoir....................... .�---- U
-- ------u
Field Border--------'-- -- "--_-_�-- -- �-- -- "-
-
maarea ----------- -- r-----r-- -- p-- -- r
Spring and Trough--_--_-
U Excavated Holding Pit,Lanmon-'
Water Control Structure.............
-
Field or land use boundary and field number may be shown in red.

Conservation Plan Map T1331
Mr Kenneth MacGibbon
Mrs Vergie S Redmond NRCS
Iredell SWCD Larry Hendrix
Dace: 04/10/2003
2 r
n 4 It.q
x
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+r
d
f✓�
Legend
I Resource Inventory(polygons)
' j Planned Land Units
N
USDA 1000 0 1000 2000 Feet

NRL;S-CPA-1
NATURAL RESOURCES CONSERVATION SERVICE REV. 11-91
CONSERVATION PLAN MAP LEGEND
T1368
Name Kenneth MacGibbon Address_ 139 Westqlow Road: Statesville NC Zip 28625
FIELD ACRES LAID USE - —
NO. i MAP SYil EOLS
1 15.4 Cropland Farm Boundary......................
2 8.7 Hayland
Field or Land Use Boundary...
3 7.9 Cropland
5 6.2 Hayland Field Acreage......................... 320 Ac.
6 18.1 Hayland
Field Number......................... O
Private Road..........................
Public Road...........................
Buildings,houses................... ■
Perennial Stream...................
— --
Intermittent Stream................
Vegetative Waterway............. _ ---
EXISTING PLANNED
Fence`............................................ X X
"When existing fences are combined with other
symbols,they may be shown as follows:
Fence along both sides of
road .................................... V V 1
Fence along one side of
ditch .........I..................
Fence to be removed.....................
Ditch to be removed....................... —i1be �p--
Terrace" ..................................... .-- -�T-1 T-2�
■��� —`
Diversion-............................... D-1 D-2
"The dots represent blocks;the arrows
represent spills
Drainage ditch................................ ------
(open drain)
Tile Drain .......................................... �r��--■— -o--� -u--�
Dam and Reservoir........................
Field Border................................... — ■ ■— -- ■— — ■--
FireBreak .................................... —F F— -- F—
O O
Spring and Trough..................... •1/ �u I--,/
56.3 Excavated Holding Pit,Lagoon.....
Water Control Structure................. Y- '
Field or lard use boundary and field number may be shown in red.
Water features may be shown in blue.

Conservation Plan Map T1358
Mr Kenneth MacGibbon
NRCS
Iredell SWCD Larry Hendrix
L-m: 04/17/2003
i
t lea
e
Al
!�e'r
Legend
Planned Land Units Scale 1°
N
USDA 900 0 900 1800 Feet

ivn�.o-�,rrr i
NATURAL RESOURCES CONSERVATION SERVICE REV. 11-91
CONSERVATION PLAN MAP LEGEND
T1373
Name Kenneth MacGibbon Address 139 Westq low Road, Statesville NC Zip 28625
FIELD ACR L"AND'k1: f �� — MAP SYM19OL"S z
N"fJ: ,
1 25.5 Cropland Farm Boundary......................
Field or Land Use Boundary— � --
Field Acreage......................... 320 Ac,
Field Number......................... O
1
Private Road..........................
Public Road...........................
Buildings, houses................... ■
Perennial Stream...................
Intermittent Stream................
Vegetative Waterway — —
EXISTING PLANNED
Fence*.,...........
`When existing fences are combined with other
symbols,they may be shown as follows:
Fence along both sides of
road .................................... V V
Fence along one side of
ditch ....................................
Fence to be removed.....................
Ditch to be removed....................... —0'0--010—
T-1 T-2
Terrace" .................................... �—�
Diversion—............................... D-1 D-2
"The dots represent blocks;the arrows
represent spills
Drainage ditch................................ ------
(open drain)
TileDrain ..........................................
Dam and Reservoir........................
-
Field Border................................... — ■ ■— -- ■— — ■--
Fire Break .................................... —F F— -- F— — F
--0 ' 0
Spring and Trough.........................
25.5 Excavated Holding Pit,Lagoon.....
Water Control Structure.................
Field or land use boundary and field number may be shown in red.
Water features may be shown in blue.

Conservation Plan Map T1373
Mr Kenneth MacGibbon
Mrs Vergie S Redmond NRCS
Iredell SWCD Larry Hendrix
Lace: 04/10/2003
aM t
VZ
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,A , �C
r
1
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Legend
0 Planned Land Units Scale 1" = 660'
Resource Inventory(polygons)
N
USDA 1000 0 1000 2000 Feet
1� r

NATURAL RESOURCES CONSERVATION SERVICE REV. 11-91
CONSERVATION PLAN MAP LEGEND
T1405
Name Kenneth MacGibbon Address 139 West low Road: Statesville, NC Zip 28625
FIELD ACRE IANU USE
N'O, P IIliA SYMBOLS°
--
1 18.8 Cropland Farm Boundary......................
4 8.1 Cropland Field or Land Use Boundary... — —
9 8.2 Pastureland Field Acreage........................ 320 Ac.
Field Number......................... O
Private Road.......................... — — — —.
Public Road...........................
Buildings, houses................... .
Perennial Stream...................
Intermittent Stream................
Vegetative Waterway
EXISTING PLANNED
Fence'............................................ X X1
*When existing fences are combined with other
symbols,they may be shown as follows:
Fence along both sides of
road .................................... V V _ I 1_
Fence along one side of
ditch ....................................
Fence to be removed.....................
Ditch to be removed.......................
Terrace" .................................... �T-1 T-2•— —i•
■ — �'
Diversion**...:.....:..................... A
D-1 D-2
'*The dots represent blocks;the arrows
represent spills
Drainage ditch................................ ►------- -;P------
(open drain)
Tile Drain .......................................... ■ �r�-l�► - -- —o--
Dam and Reservoir........................
-__-- l
Field Border................................... — ■ ■— -- ■— — ■--
Fire Break .................................... —F F— -- F— — F
0 0
Spring and Trough.........................
43.6 Excavated Holding Pit,Lagoon..... uJ
Water Control Structure.................
Field or land use boundary and field number may be shown in red.
Water features may be shown in blue.

Conservation
Mr Kenneth MacGibbon Plan dap T'I 05
Mrs Vergie S Redmond NRCS
Iredell SWCD Larry Hendrix
Late: 04/10/2003
Ad ,
r _
A
AL-
• 1
r _ �
Legend
Grassed Wa[ervmyResource Inventory(polygons) Scale 1" = 660'
®Pianned Land Units
/vPublic_rivers.shp
N
USDA 700 0 700 1400 Feet

NATURAL RESOURCES CONSERVATION SERVICE ,REV. 11-91
CONSERVATION PLAN MAP LEGEND
T1477
Name Kenneth MacGibbon Address 139 Westglow Road; Statesville. NC Zip 28625
FNMA ACRES ANR[ME MAP SYMBOLS 1
1 9.8 Cropland Farm Boundary......................
Field or Land Use Boundary...
Field Acreage......................... 320 Ac.
Field Number......................... O
Private Road.......................... — —
Public Road...........................
Buildings,houses...................
Perennial Stream...................
Intermittent Stream................
Vegetative Waterway -
EXISTING PLANNED
Fence*............................................ —
*When existing fences are combined with other
symbols,they may be shown as follows:
Fence along both sides of
road .......I....I....................... V V
Fence along one side of
ditch - .......I............................
Fence to be removed.....................
Ditch to be removed......................
T-1 T-2
Terrace" .................................... lob.
Diversion**............... .,
**The dots represent blocks;the arrows
represent spills
Drainage ditch.................... — —�►------- {s------- �►
............
(open drain)
Tile Drain........................................... o—�►—o-- M
Dam and Reservoir........................ -
Field Border................................... — ■ ■— -- ■— — .--
Fire Break .................................... —F F— -- F— F
O O
Spring and Trough......................... Nam"M/ �
9.8 Excavated Holding Pit,Lagoon.....
Water Control Structure.................
Field or land use boundary and field number may be shown in red.
Water features may be shown in blue.

Mr Kenneth MacGibbon Conservation Plan Map T1477
NRCS
Iredell SWCD Larry Hendrix
Late: 04/10/2003
Aw
It
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f
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f + �y •� '
A • y
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Aor
4 L
• �� ''i1f, �' .� ..,:ter
Legend
Planned Land Units Scale 1" = 330'
Public nvers.shp -
N
USDA 500 0 500 1000 Feet

NATURAL RESOURCES CONSERVATION aEnv�� --- -
/ nsv 11'e1
' CONSERVATION PLAN MAP LEGEND
T304
Name Kenneth MacGibbonL Address _ Zip 28625-1538
EL
U 2N«� U ~v~~^��| m��~�"�=� U �
pamnsvunuary-------.
Field'xLand Use Boundary.'
Wildlife Field Acreage......................... 320Ac.
/ma
piemNumber--------.
Private Road.......................... ~~ ~~ ~~ ~~ ~~ - -
Public Road...........................
Buildings, houses------.
Pwrennia|otrwam------.
Intermittent Stream-'_--
Vegetative Waterway.............
EXISTING PLANNED
Fence*............................................ X X ^ --�—
When existing fences are combined with other
symbols,they may be shown as follows:
Fence along both sides of
mo ------------ V y --1-----L-
Fe
nce omn one side of
ditch— ------------ ------- -
Fence moe removed.....................
Ditch muo removed.......................
T-1 T-2
Terrace- .................................... �--------�~ ,--_' -��
o*ersiov~----------. D-1 D'2 �
**The dots represent blocks;the arrows
represent spills
Drainage mmx----------' ---&0------- $~ --'�=
(open drain)
Tile Drain -------------' -�--�--o--�
oamanonosowmc-------. c--- U
-- -----_u
FieldBorder................................... -- °------"-- — =-- -_ ._
Fire Break -----------' -- p------r-- — p-- -- p
Spring and Trough.........................
Excavated xommo pit,Lagoon-_
Water Control Structure................. _
-
Field or land use boundary and field number may be shown in red.

Mr Kenneth MacGibbon Conservation Plan Map T304
Mrs Vergie S Redmond NRCS
Iredell SWCD Larry Hendrix
Lace: 04/10/2003
OA
f � l
10
�! Ford R d
• c■
- � �.!� is -.y..,+f �• til
rt -
Legend
Scale 1"
Grsssed Wat—alRes—Inventory(polygons
°field Boundary(excludes bnrsh pilss mid watemay 16.6 aopls..d Land Units
N
USDA 900 0 900 1800 Feet
r

Narrative
MACGIBBON DAIRY FARM
Existing storage pond available with 150 day storage period. Clean water is excluded from the feedlot
and pond by using diversions and guttering where practical.Waste from 160 milk cows and 30 dry
cows will be collected in the WSP. This is 100 percent of their waste. Other animal groups include
2 (40 head heifer groups)that are located on pasture. These amimals are fed at an existing feed alley
and this waste will be scraped and hauled.A large grass filter area below the freestall barn has been
established and is maintain to filter nutrients from confined animals.Heavy use areas and stock trails
are used to protect areas in the heifer pastures.Waste from the heavy use areas will be scraped and
hauled using manure spreader.Waste from the slurry pond will be broadcast spread using a manure
spreader. Other smaller groups are identified below.
CROP NOTES
If corn is harvested for grain the PAN required will need to be reduced by 45 percent. If nitrogen is
applied to
small grain and it is used for a cover crop the maximum amount to apply is 30 pounds of PAN.This
amount will
also need to be shown on the following crop to be grown.
ANIMAL WASTE SOURCES
Ul -Kenneth MacGibbons Animal Waste Slurry
1,718,000 gallons of animal waste slurry is produced each year. (160 milking cows and 30 dry cows)
This group produces 14,115 PAN(Plant Available Nitrogen)
For support information See Waste Management System design by Samuel C. Bingham dated 7/15/98
sections III,A-F and section VI, C, a and b.
U2 -Kenneth MacGibbons Animal Waste Solids
In this group there are 25 calves @ 75 percent collected
25 young heifers @ 100 percent collected.
40 heifers @ 25 percent collected
40 bred heifers @ 25 percent collected
This group produces 17,110 cubic feet X 62 pounds/cubic feet divided by,2000 pounds/ton=
530 tons of animal waste solids.
This group produces 2,739 lbs. of PAN(Plant Available Nitrogen)
----------------------------------------------------------------------
Preview Database Version 2.0 Date Printed: 04-14-2003 Narrative Page 1 of 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is included in this plan.
U1 Kenneth MacGibbon Animal Waste Slurry waste generated 1,718,000
gals/year by a 190 animal Dairy(Milk Cow)Liquid Manure Slurry
operation. This production facility has waste storage capacities of
approximately 150 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 14130
Incorporated 19269
Injected 21838
Irrigated 12846
Actual PAN Applied Actual Volume Applied Volume Surplus/Deficit
(Pounds) (Gallons) (Gallons)
Year 1 69,836.80 8,490,976 -6,772,976
U2 Kenneth MacGibbon Animal Waste Solids waste generated 530.01
tons/year by a 130 animal Dairy(Milk Cow) Solid operation.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 2740
Incorporated 3632
Injected N/A
Irrigated N/A
Actual PAN Applied Actual Quantity Applied Surplus/Deficit(Tons)
(Pounds) (Tons)
Year 1 9,520.50 1,841.58 -1,311.57 f
This plan includes a User Defined Source to determine the total pounds of PAN in lieu
of NRCS Standard values. Refer to North Carolina Cooperative Extension Service publication AG-439-42
entitled"Soil Facts: Use of On-Farm Records for Modifying a Certified Animal Waste Management Plan" for
guidance on using on-farm records to develop a User Defined Source.
--------------------------------------------------------- ------------------------------------------- -----------------------
Note: In source ID, S means standard source,U means user defined source.
161286 Database Version 2.0 Date Printed: 04-17-2003 Source Page 1 of 1

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.
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. A balance 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.
Depending on the requirements of the crop and the nutrient content of the waste,some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used
to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of
animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste I Jti lization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. Obs/A) PA Manure Manure Manure Manure
Nutrient Nutrient Nutrient Applied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
W.
Source Total Use. Applic. Applic. 1000
Tract Field I.D. Soil Series Acre Acres Crop RYE Period N N N Method ibs/A gal/A tons 1000 gals tons
--1330 1 Ul Chewacla-P 29.00 27.00 Small Grain,Silage *9.0 Tons 9/1-3/31 *95 0 0 Broad. 95 11.55 0 311.86 0.00
-1330 1 Ul Chewacla-P 29.00 27.00 Corn,Silage 28.0 Tons 2/15-6/30 291 0 0 Broad. 291 35.38 0 955.28 0.00
-1330 3 Ul Cecil 13.00 13.00 Small Grain,Silage _9.6 Tons 9/1-3/31 107 0 0 Broad. 107 13.01 0 169.12 0.00
-1330 3 Ul Cecil 13.00 13.00 Corn,Silage 20.0 Tons 2/15-6/30 218 0 0 Broad. 218 26.51 0 344.57 0.00
--1331 1 Ul Appling 29.60 28.60 Small Grain,Silage 10.0 Tons 9/1-3/31 ill 0 0 Broad. ill 13.50 0 385.98 0.00
-1331 1 Ul Appling 29.60 28.60 Corn,Silage 21.8 Tons 2/15-6/30 238 0 0 Broad. 238 28.94 0 827.59 0.00
-1331 5 Ul Cecil 19.80 19.80 Small Grain,Silage 8.8 Tons 9/1-3/31 98 0 0 Broad. 98 11.92 0 235.92 0.00
-1331 5 Ul Cecil 19.80 19.80 Corn,Silage 18.4 Tons 1 2/15-6/30 201 0 0 Broad. 201 24.44 0 483.88 0.00
-1331 6 Ul Cecil 6.30 6.30 Small Grain,Silage 9.6 Tons 9/1-3/31 107 0 0 Broad. 107 13.01 0 81.96 0.00
-1331 6 Ul Cecil 6.30 6.30 Corn,Silage 20.0 Tons 2/15-6/30 218 0 0 Broad. 218 26.51 0 166.98 0.00
-1358 1 Ul Appling 1 15.40 15.40 1 Small Grain,Silage 9.2 Tons 9/1-3/31 102 0 0 Broad. 102 12.40 0 190.98 0.00
-------------------------------------------------------------•----- --------------------- --------•------------------------------------------ - -------------------------------
161286 Database Version 2.0 Date Printed:4/17/03 WUT Page 1

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA Manure Manure Manure Manure
Nutrient Nutrient Nutrient Applied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
Source Total Use. Applic. Applic. 1000
Tract Field I.D. Soil Series Acre Acres Crop RYE Period N N N Method lbs/A gal/A tons 1000 Rals I tons
-1358 1 Ul Appling 15.40 15.40 Corn,Silage 20.0 Tons 2/15-6/30 218 0 0 Broad. 218 26.51 0 408.18 0.00
-1358 2 U2 Madison 8.70 8.70 Fescue Hay 3.1 Tons 8/1-7/31 138 0 0 Broad. 138 0.00 27 0.00 232.23
-1358 3 U2 Cecil 7.90 7.90 Fescue Hay 4.3 Tons 8/1-7/31 191 0 0 Broad. 191 .0.00 37 0.00 291.87
--1358 5 U2 Cecil 6.20 6.20 Fescue Hay 3.8 Tons 8/1-7/31 169 0 0 Broad. 169 0.00 33 0.00 202.68
-1358 6 U2 Cecil 18.10 18.10 Fescue Hay 4.3 Tons 8/1-7/31 191 0 0 Broad. 191 0.00 37 0.00 668.72
-1373 1 Ul Appling 27.00 25.50 Small Grain,Silage 9.2 Tons 9/1-3/31 102 0 0 Broad. 102 12.40 0 316.24 0.00
--1373 1 U1 Appling 27.00 25.50 Com,Silage 20.0 Tons 2/15-6/30 218 0 0 Broad. 218 26.51 0 675.88 0.00
-1405 1 U1 Cecil 18.80 18.10 Small Grain,Silage 9.6 Tons 9/1-3/31 107 0 0 Broad. 107 13.01 0 235.47 0.00
-1405 11 U1 Cecil 18.801 18.10 Com,Silage 20.0 Tons 2/15-6/30 218 0 0 Broad. 218 26.51 0 479.74 0.00
-1405 4 Ul Cecil 8.10 8.10 Small Grain,Silage 9.6 Tons 9/1-3/31 107 0 0 Broad. 107 13.01 0 105.38 0.00
-1405 4 Ul Cecil 8.10 8.10 Corn,Silage 20.0 Tons 2/15-6/30 218 0 0 Broad. 218 26.51 0 214.69 0.00
-1405 8 U2 Cecil 8.50 8.50 Fescue Pasture 4.3 Tons 8/1-7/31 143 0 0 Broad. 143 0.00 28 0.00 235.12
-1405 9 U2 Cecil 8.20 8.20 Fescue Pasture 4.0 Tons 8/1-7/31 133 0 0 Broad. 133 0.00 26 0.00 210.96
-1477 1 1 Ul Cecil 9.80 9.00 Small Grain,Silage 9.6 Tons 9/1-3/31 107 0 0 Broad. 107 13.01 0 117.04 0.00
--1477 1 Ul Cecil 9.80 9.00 Com,Silage 20.0 Tons 2/15-6/30 218 0 0 Broad. 218 26.51 0 238.55 0.00
-304 1 Ul Cecil 24.20 23.20 Small Grain,Silage 9.6 Tons 9/1-3/31 107 0 0 Broad. 107 13.01 0 301.82 0.00
-304 1 U1 Cecil 24.20 23.20 Com,Silage 20.0 Tons 2/15-6/30 218 0 0 Broad. 218 26.51 0 614.92 0.00
-304 2 U1 Cecil 19.30 17.30 Small Grain,Silage 8.8 Tons 9/1-3/31 98 0 0 Broad. 98 11.92 0 206.13 0.00
-304 2 U1 Cecil 19.30 17.30 Com,Silage 18.4 Tons 2/15-6/30 201 0 0 Broad. 201 24.44 0 422.78 0.00
---------------------------------------------------------------------------------------------------------------------------- -------------------------------- -----------------
161286 Database Version 2.0 Date Printed:4/17/03 WUT Page 2

Waste Utilization Tabl Year
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA Manure Manure Manure Manure
Nutrient Nutrient Nutrient Applied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
Source Total Use. Applic. Applic. 1000
Tract I Field I I.D. I Soil Series I Acre I Acres I Crop RYE I Period N N N Method lbs/A gal/A tons 1000 izals tons
Total Applied,1000 gallons 8,490.98
Lagoon Liquids Total Produced,1000 gallons 1,718.00
Balance,1000 gallons -6,772.98
Total Applied,tons 1,841.58
Manure Solids Total Produced,tons 530.01
Balance,tons 1,311.57
Notes: 1.In the tract column,symbol--means leased,otherwise,owned. 2.Symbol*means user entered data.
-- ----------- ---------------- -------------- ------------- ------------- --------------------------------------------------------
161286 Database Version 2.0 Date Printed: 4/17/03 WUT Page 3

LI Potential Leaching Technical Guidance
Low potential to contribute to None
<2 soluble nutrient leaching below the
root zone.
>=2 & Moderate potential to contribute to Nutrient Management(590)should be planned.
<= 10 soluble nutrient leaching below the
root zone.
High potential to contribute to Nutrient Management(590)should be planned. Other conservation practices that improve
> 10 soluble nutrient leaching below the the soils available water holding capacity and improve nutrient use efficiency should be
root zone. 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).
---- ----- -----
11286 Database Version 2.0 Date Printed: 04-17-2003 PCS Page 2 of 2
NOTE: Symbol*means user entered data.

The Nutrient Management Recommendations table shown below provides an annual summary of the nutrient
management plan developed for this operation. This table provides a nutrient balance for the listed fields and crops
for each year of the plan. Required nutrients are based on the realistic yields of the crops to be grown, their nutrient
requirements and soil test results. The quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However,the quantity of
other nutrients applied may exceed their required amounts. This most commonly occurs when manure or other
byproducts are utilized to meet the nitrogen needs of the crop. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this
nutrient are detected in a field. Ili such situations, additional nitrogen applications from nonorganic sources may be
required to supply the recommended amounts of nitrogen.
r
N I P205 K20 Ca Mg Mn Zn Cu Lime
YEAR 0 Obs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) Obs/A) (tons)
Trac L r ri t 00.0
AcreslApp.Period (0-1/11 Su lied By:
Crop Small Grain,Silage
r
RYE 1:j
* 04-04-03 c c7
P Removal Ratin 41 lbs/ac. Unknown BALANCE 0 97 151 0 0 0 0 0 0.0
Tract I Field ; 1 0 fi 0 0.0
AcreslAtin Period « -3' Su lied By:
Crop Small Grain,Silage
r
04-04-03 1 M 17.
P Removal Ratin 43 lbs/ac. Unknown BALANCE 0 109 170 0 0 0 0 0 0.0
!1 0 0 0.0
AcredApp Period f)00 9/1-1/11 Smilied
Crop Small Grain,Silage
04-09-03
P Removal Rating 45 lbs/ac. Unknown BALANCE 0 113 166 0 0 0 0 0 0.0
Tract t p 0.0
Acr�s I An .Period /x Su died B :
Crop Small Grain,Silage
04-09-03
P Removal Ratin 40 lbs/ac. Unknown BALANCE 0 10 155 0 0 0 0 0 0.0
Tract Field 0 11.0
fil
cres A , Period Supplied B%,:
Crop Small Grain,Silage _kt
04-09-03
P Removal Rahn 43 lbs/ac. I Unknown BALANCE 0 1091 170 0 0 0 0 0 0.0
------------------------------------------ --- - ---------------------------------------------------------------------------------------------------------------------------------------
161286 Database Version 2.0 Date Printed: 04-17-2003 NMR Page 1 of 6

i 1 i i
Small Grain,Silage
m • iTl�l.31ES1�������� + +
Small Grain,Silage
Small Grain,Silage
off
Small Grain,Silage
Small Grain,Silage
Small Grain,Silage
Small Grain,Silage
�:a/;��n� -� �� f' f' f i[E"!IR!!�►IA�iL+liA+7����� •
R.1.+�4115•JG1.11� •f • � • � 11®��1��� 1 1

N P205 K20 Ca Mg Mn Zn Cu Lime
YEAR 0 Obs/A) Obs/A) Obs/A) Obs/A) Obs/A) Obs/A) (]bs/A) (]bs/A (tons)
NOTE: Symb, 1*means user entered d ata.
---------------------------------------------------- --------------------------------------------------------- ------------------- -----------
161286 Database Version 2.0 Date Printed: 04-17-2003 NMR Page 3 of 6

► ■ 1 11 . /-11 '1 : ' y 11 l !i
���� . ► awl ���������
Com,Silage
Com,Silage
���������•i+l
iCom,Silage
Com,Silage
•IFescue Hay
..� M 1'I' 1

► ■ '1 1I . ` ' li "� r Dili �1 . i
ii/iii •.�i>ff[ITif.'� 1' 1' 1 • ifalfl������� A 1
■Ci71.7 ••�El�)� .1'TiC�! 1' 1' 1 .. ��®������
Com,Silage
I.Y� ..M
Imp. M
•. Fescue Pasture
�I�i> •�FiT r��31�GTiLi 1' 1' 1 �������� e
�sS7liL•i'L{!�tS'�S:r7CL� � ` �������� 1 1
• :. �. .•. • 1 �. 1 . 1' 11 I' •

FObs/A;))
P205 K20 Ca Mg Mn Zn Cu Lime
YEAR 1 (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (lbs/A) (tons)
Field 0 r r t 0 ,t r
Acre Am).).Period a An 8/1-761Su lied B
Crop Fescue Pasture
04-04-03
P Removal Rating 20 lbs/ac. Unknown BALANCE 0 112 157 0 0 0 0 0 0.0
3 n 0 0 0 0 0.0
Acx,-5IAyy Period a on LI 5-6/10 Su-milied Bv:
Crop Corn,Silage
04-04-03
P Removal Ratin 72 lbs/ac. Unknown BALANCE 0 222 346 0 0 0 0 0 0.0
Traci rl C 01 on
Acres I A i.Period Supplied BY:
Crop Corn,Silage
+ 04-09-03 a r
P Removal IRti.91 66 lbs/ac. I Unknown BALANCE 0 2051 319 0 0 0 0 0 0.0
NOTE: Symbol*means user entered data.
RECEMDR4 E(alDWR
MAR 19 2019
Water Quviq
Reclonal Oposdafts Section
----------------------------------------------------------------------------- ------------------------------------------------------ ---------------------
161286 Database Version 2.0 Date Printed: 04-17-2003 NMR Page 6 of 6

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate
excessive levels of copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper
can adversely affect plant growth. Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can
be estimated by dividing the amount of copper and zinc to be applied in lbs/acre by 0.036 and 0.071,respectively and multiplying the result by 0.85.
By adding this quantity to the current soil index for copper or zinc,we can predict life of the site for waste disposal.
In.addition to copper and zinc indices,this table also provides a summary of lime recommendations for each crop based on the most recent soil
sample. Application of lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production.
dSoil Teqt Values
Lime Recom.
Tract Field Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I Zinc Recommendation
1330 1 Small Grain,Silage 6.3 0.0 71 None 251 None
1330 1 Corn,Silage 6.3 0.0 71 None 251 None
1330 3 Small Grain,Silage 6.3 0.0 71 None 251 None
1330 3 Corn,Silage 6.3 0.0 71 None 251 None
1331 1 Small Grain,Silage 6.8 0.0 128 None 382 None
1331 1 Com,Silage 6.8 0.0 128 None 382 None
1331 5 Small Grain,Silage 6.6 0.0 242 None 325 None
1331 5 Com,Silage 6.6 0.0 242 None 325 None
1331 6 Small Grain,Silage 7.1 0.0 351 None 549 None
1331 6 Corn,Silage 7.1 0.0 351 None 549 None
1358 1 Small Grain,Silage 6.3 0.0 71 1 None 251 None
1358 1 Corn,Silage 6.3 0.0 71 None 251 None
1358 2 Fescue Hay 6.1 0.0 289 None 345 None
1358 3 Fescue Hay 6.1 0.0 289 None 345 None
1358 5 1 Fescue Hay 6.1 0.0 289 None 345 None
1358 6 Fescue Hay 6.1 0.0 289 None 345 None
1373 1 Small Grain,Silage 6.8 0.0 496 None 329 None
1373 1 Corn,Silage 6.8 0.0 496 one 329 None
1405 1 Small Grain,Silage 6.6 0.0 402 None 494 None
1405 1 Com,Silage 6.6 0.0 402 None 494 None
1405 4 Small Grain,Silage 6.4 0.0 436 None 526 None
1405 4- Com,Silage 6.4 0.0 436 1 None 526 None
-------- -------------- ----------------------------------------- -------- ------------
----------------------------------------------------------------------------------------------
161286 Database Version 2.0 Date Printed: 04-17-2003 STV Page 1 of 2

Reauired Soil Teg Values
Tract Field Lime Recom.
Crop pH (tons/acre) Cu-I Copper Recommendation Zn-I
1405 8 Fescue Pasture Zinc Recommendation
6.1
0.0 289 None 345 None
1405 9 Fescue Pasture 6.1 0.0 289 None
F
1477 1 Small Grain,Silage 345 None
6.8 0.0 ne 496 No
1477 1 Corn,Silage 329 None
6.8 0.0 496 No
304 1 Small Grain,Silage 329 None
6.9 0.0 320 None
304 2 Small Grain,Silage 601 one
6•7 0.0 470 None
304 2 Corn,Silage 374 None
6.7 1 0.01 470 1 None
374 None
161286 Database Version 2.0 --- ---
- - --------------- -
Date Printed: 04-17-2003 - -----------------
STV Page 2 of 2

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the 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 nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the 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 plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storaize Ca ac't
Source Name Kenneth MacGibbon Animal Waste Slurry Design Storage Ca aciiv(Da s
Start Date 9/15 150
Plan Year Month Available Storage Capacity(Days)
1 1 119
1 2 91
1 3 150
1 4 120
1 5 150
1 6 120
1 7 89
1 8 58
1 9 28
1 10 150
1 11 120
1 12 89
*Available Storage Capacity is calculated as of the end of each month.
------------------------------------------------------------ -------------------------
161286 Database Version 2.0 Date Printed: 04-17-2003 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
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 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
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change 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.
4. Animal waste shall be applied to land 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 but less than 10 tons per acre per year provided grass filter
strips are installed 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).
--------------------------------------------------------------------
161286 Database Version 2.0 Date Printed:4/17/03 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 flies.
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.
10. Nutrients from waste 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 the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
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.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
161286 Database Version 2.0 Date Printed: 4/17/03 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 the fields have been
approved as a land application site by a "technical specialist". Animal
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 (lagoon embankments,berms, pipe runs, etc.). Areas
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. 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 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.
--------------------------------------- ------ --------------
161286 Database Version 2.0 Date Printed; 4/17/03 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, unless other restrictions require
waste to be applied based on other nutrients, resulting in 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
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-----------------------------------------------------------------------------------
161286 Database Version 2.0 Date Printed:4/17/03 Specification Page 4

NRCS-CONS-13 U.S.DEPARTMENT OF AGRICULTURE
OCTOBER 1974 NATURAL RESOURCES CONSERVATION SERVICE
SOIL MAP
T /-33-v
Owner Veraie Redmond Operator Kenneth MaeGibbon
County Iredell State NC Date 4/14/03
Soil Survey sheet(s)or code nos. Approximate scale 1" = 1320
" Prepared by the U. S. Department of Agriculture, Natural Resources Conservation Service cooperating
with Iredell Soil and Water .Conservation District
i'.
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NRCS-CONS-13 U.S.DEPARTMENT OF AGRICULTURE
OCTOBER 1974 NATURAL RESOURCES CONSERVATION SERVICE
SOIL MAP
T 1331
Owner Ver ie Redmond Operator Kenneth MacGibbon
County Iredell State NC Date 4114103
Soil Survey sheet(s) or code nos. Approximate scale 1" = 1320
" Prepared by the U. S. Department of Agriculture, Natural Resources Conservation Service cooperating
T with Iredell Soil and Water Conservation District
1.
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NRCS-CONS-13 U.S. DEPARTMENT OF AGRICULTURE
OCTOBER 1974 NATURAL RESOURCES CONSERVATION SERVICE
SOIL MAP
T- /358'
Owner Operator Kenneth MacGihbon
County Iredell State NC Date 4114/03
Soil Survey sheet(s) or code nos. 1 Approximate scale 1"= 1320
" Prepared by the U. S. Department of Agriculture, Natural Resources Conservation Service cooperating
with Iredell Soil and Water Conservation District
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NRCS-CONS-13 U.S.DEPARTMENT OF AGRICULTURE
OCTOBER 1974 NATURAL RESOURCES CONSERVATION SERVICE
SOIL MAP
T / 3 -7/3
Owner Ver ie Redmond Operator _Kenneth MacGibbon
County Iredell State NC Date 4/14/03 _
Soil Survey sheet(s) or code nos. Approximate scale V = 1320
" Prepared by the U. S. Department of Agriculture, Natural Resources Conservation Service cooperating
with Iredell Soil and Water Conservation District
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NRCS-CONS-13 U.S. DEPARTMENT OF AGRICULTURE
OCTOBER 1974 NATURAL RESOURCES CONSERVATION SERVICE
SOIL MAP
r /,/6 S
Owner Vergie Redmond Operator Kenneth MacGib3bon
County Iredell State NC Date 4/14103
Soil Survey sheet(s) or code nos. Approximate scale 1" = 1320.
" Prepared by the U. S. Department of Agriculture, Natural Resources Conservation Service cooperating
twith _Iredell Soil and Water Conservation District
(Joins sheet 2)
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NRCS-CONS-13 U.S_DEPARTMENT OF AGRICULTURE
OCTOBER 1974 NATURAL RESOURCES CONSERVATION SERVICE
SOIL MAP
T/�( 77
Owner Arnold Souther Operator Kenneth MacGibbon
County Iredell State NC Date 4/14/03
Soil Survey sheet(s) or code nos. 6 Approximate scale 1"= 1320
" Prepared by the U. S. Department of Agriculture, Natural Resources Conservation Service cooperating
with Iredell Soil and Water Conservation District
O (Joins sheet 2)
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USDA United States Natural
�_---- Department of Resources
Agriculture Conservation
Service
Non-technical Descriptions
T304, T1330, T1331, T1358, T1373, T1405, T1477
Soil Survey Area: Iredell County, North Carolina
Survey Status; Out-of-date
Correlation Date: 09/01/1961
Distribution Date: 05/09/2002
Map Unit:AsB2 APPLING SAND YL0", 2 TO 6 PERCENT SLOPES,ERODED
Description Category:SOI
These gently sloping,very deep,well drained, eroded soils are on uplands. They formed in residuum
from felsic rocks. They have a loamy surface layer and a clayey subsoil.Permeability is moderate and
shrink-swell potential is low. Seasonal high water table is below 6.0 feet.
Map Unit:AsC2 APPLING SAND YLOAM, 6 TO 10 PERCENT SLOPES,ERODED
Description Category:SOI
These strongly sloping,very deep,well drained, eroded soils are on uplands. They formed in residuum
from felsic rocks. They have a loamy surface layer and a clayey subsoil.Permeability is moderate and
shrink-swell potential is low. Seasonal high water table is below 6.0 feet.
Map Unit: CfB2 CECIL FINE SAND YL0",2 TO 6 PERCENT SLOPES,ERODED
Description Category: SOI
These gently sloping, very deep,well drained, eroded soils are on uplands. They formed in residuum
from felsic rocks. They have a loamy surface layer and a clayey subsoil.Permeability is moderate and
shrink-swell potential is low. Seasonal high water table is below 6.0 feet.
Map Unit: CfC2 CECIL FINE SANDYL0", 6 TO 10 PERCENT SLOPES,ERODED
Description Category:SOI
These strongly sloping,very deep,well drained, eroded soils are on uplands. They formed in residuum
from felsic rocks. They have a loamy surface layer and a clayey subsoil.Permeability is moderate and
shrink-swell potential is low. Seasonal high water table is below 6.0 feet.
Map Unit: CmB2 CECIL SAND YL0",2 TO 6 PERCENT SLOPES,ERODED
Description Category:SOI
These gently sloping, very deep,well drained,eroded soils are on uplands. They formed in residuum
from felsic rocks. They have a loamy surface layer and a clayey subsoil.Permeability is moderate and
shrink-swell potential is low. Seasonal high water table is below 6.0 feet.
Map Unit: CmC2 CECIL SANDYLOAM, 6 TO 10 PERCENT SLOPES,ERODED
Description Category:SOI
These strongly sloping,very deep,well drained, eroded soils are on uplands.They formed in residuum
from felsic rocks. They have a loamy surface layer and a clayey subsoil.Permeability is moderate and
shrink-swell potential is low. Seasonal high water table is below 6.0 feet.
Map Unit: CmD2 CECIL SANDYLOAM, 10 TO 15 PERCENT SLOPES,ERODED (PACOLET)
Description Category:SOI
The Natural Resources Conservation Service April 14,2003
is an agency of the
United States Department of Agriculture AN EQUAL OPPORTUNITY EMPLOYER

These strongly sloping,very deep,well drained,eroded soils are on uplands. They formed in residuum
from felsic rocks. They have a loamy surface layer and a clayey subsoil.Permeability is moderate and
shrink-swell potential is low. Seasonal high water table is below 6.0 feet.
Map Unit: Cw CHEWACLA SOILS
Description Category:SOI
These nearly level,very deep, somewhat poorly drained soils are on flood plains.They formed in loamy
alluvial deposits. They have a loamy surface layer and subsoil.Permeability is moderate and shrink-
swell potential is low. Seasonal high water table is within a depth of 0.5 to 1.5 feet. These soils are
subject to frequent flooding.
Map Unit:Lo LOCAL ALLUVIAL LAND
Description Category:SOI
This map unit consists of a miscellaneous land type that has not been classified according to Soil
Taxonomy.An on-site investigation is needed to determine soil properties affecting the intended land
use.
Map Unit:MdD2 MADISON GRAVELLY FINE SANDYLOAM, 10 TO 15 PERCENT SLOPES,
ERODE
Description Category:SOI
These strongly sloping,very deep,well drained, eroded soils are on uplands. They formed in residuum
weathered from mica gneiss and mica schist. They have a loamy surface layer with a significant amount
of gravel mixed in. They have a clayey subsoil with a high mica content. Permeability is moderate and
shrink-swell potential is low. Seasonal high water table is below 6.0 feet.
2

...................................................I......EMERGENCY..ACTION..P.LAN......................I......................................
.. .... ....
.. ..................................................................... ..........................:..................... . ....
................... ..... ........I...........................
PHONE NUMBERS
DWQ 704-663-1699
EMERGENCY MANAGEMENT SYSTEM 704-873-5353
SWCD 704-873-6761
NRCS 704-873-6761
This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off site. You should not
wait until wastes reach surface waters or leave your property to consider
that you have a problem. You should make every your
to ensure that
this does not happen. This plan should.be posted in an accessible
location for all employees at the facility. The following are some
action items you should take.
1. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to some possible
problems are listed below.
A. Lagoon overflow-poss'ible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff
occurred.
Q 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.
9

EMERGENCY ACTION PLAN
........................:..................................._........ .....................................................................................................................................................
..................... .. ..--
D: Leakage from flush systems, houses, solid separators-action
include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as
opposed to flowing leaks. Possible action:
a. Dig a small sump or ditch away from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and
lagoon bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property
damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water
Quality) regional office; Phone [phone]. After hours, emergency
number: 919-733-3942. Your phone call should include: your name,
facility, telephone number, the details of the incident from item 2 above,
the exact location of the facility, the location or direction of movement
of the spill, weather and wind conditions. The corrective measures that
have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone
number 704-873-5353.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 704-873-0507, local SWCD office phone
number 704-873-6761, and local NRCS office for advice/technical
assistance phone number 704-873-6761.
emga,ctpl
1996n.dac
oT B
10

EMERGENCY ACTION PLAN
-...... .............................._.._---... ........................ . ........... ...................................................... ......
...................................... ................................................................:....... ...................... ......
4: If none of the above works call 911 or the Sheriff s Department
and explain your problem to them and ask that person to contact
the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem
to minimize off-site damage.
a. Contractors Name: MARVIN CHURCH
b. Contractors Address: 459 Fairmont Road
c. Contractors Phone: [phone]
6: Contact the technical specialist who certified the waste storage
structure (NRCS, Consulting Engineer, etc.)
a. Name:- Lany Hendrix
b. Phone: 704-873 f 761
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.
emgaclpin.dcx
oct 6,1996

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
nRendering at a rendering plant lirensed ender G.S. 1 na_168.7.
® Complete incineration according to 02 NCAC 52C .0102.
® ® A composting system approved and permitted by the NC Department of Agriculture &Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
® In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
® (� Any method which, in the professional opinioniof the State Veterinarian,would make possible
LJ 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
Klass 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.
ignature of Farm Owner/Manager Date
Signature of Technical Specialist Date

e7ne. � �aL C 'Zp?/ Darn/
Dairy Farm Waste Management Odor Control Checklist
—Caasc _ 111111's lu 111inimlzc Udur Site specific I'racliccs - -
Farntstead 0 Why pioducliotl CI Vegetative or wooded buffers
Reconunended best management practices
_ Good judgment and common sense
I'avcd Ivls or barn alley 0 We[ manure-coveted surfaces
tg Scrape or flush daily
slit Cam
l�f 1'r0111ole eb•ying Willi proper vcnlilation
Routine chucks and nwin(cmurce on walerers,
_ hydranls,pipes,stock tanks
IfcJ�lcd Incas 0 Ul ire 1'r0111ole dryhlg With proper ventilation
• I'autial microbial decomposition Replace wet or manure-covered bedding
Manuw dry slacks • Patlial microbial dccumpositioll Provide liquid drainage for stored manure - —-
YSloiage lank ur basin 0 Parliul microbial decomposition ; Cl Ilollum or mid-level loading --
silt face 0 Mixing while filling; O Tank covers
• Agilaliu i when emptying ❑ Basill surface lusts of solids;
O Minimize lot rtmofrnud liquid addiliuns
O Agitate only prior to manure removal
_ O Proven biological additives or oxidants
Sailing basin surfatces • I'mtial microbial decomposition O Liquid drainage firom settled solids --
• Mixing while filling O Remove solids regularly
• Agilaliun when emptying
Manure,slurry or sludge • Agilaliun when spreading O Soil injection of slurry/sludges
spreader outlets . Volatile gas emissions Ef Wash residual manure from spreader alter use
_ of Proven biological additives or oxidants
Uncuvcrcd manure, • Volatile gas emissions while O Soil injection ofslurry/sludges --- -- -
slurry ur sludge oilfield drying O Soil incorporation within 48 hrs
sill laces 0' Spread in thin uniform layers for rapid drying
d Proven biological additives or oxidants
Flush larks • Agilaliun of recycled lagoon O Flush lank covers;
liquid while tanks are filling O Extend fill lines to near bollonl orlanks wilh
anti-siphon vcnls
Outside drain collection • Agilaliun during wastewater Box covers or junclion boxes conveyance
AA1UC- November 11, 1996, Page

_ +►+��'� C;►use 11 MPs to..-nrioiize Udur. Site Specific Practices
hilt slaliuns • Agitaliun during sump tank 0 Sump lank covers . --
filling and drawdown
i:,w oFdrainpipes at Agitaliun during wastewater 10 C-Mcnd discharge point of pipes underneath
1�►goon conveyance lagoon liquid level
Laguon Surfaces Volatile gas emission; 0 Proper lagoon liquid capacity;
• Ili.ulugicalmixing; 0 Correct lagoon startup procedures;
• Agitatacm 0 Minimum surface area-to-volume ratio;
0 Minimum agitation when pumping;
0 Mechanical aeration;
0 Proven biological additives
hr igation sprinkler •_ I Iigh pressure agitation; 0 Irrigate on dry days with little or no wind; ---
nuzzles Wind chill 0 Minimum recommended operating procedure;
0 Pump intake near lagoon liquid surfnce;
0 Pump from second-singe lagoon;
0 Flush residual manure from pipes at end of
slurry/sludge pumpings
Dead animals Carcass decomposition L0' Proper disposition of carcasses
Standing water around • Improper drainage; ;Q Grade and landscape such that water drains - - - - -�-
tacililics • Microbial decomposition of- away from facilities
organic miller
Mud backed onto public • Poorly maintained access roads P Farm access road maintenance
roads from Farr access
Additional Infuriation : _ Available From :
Cattle Nlmmme Managcnicnt ; 02Ut1 Rule/BM-1'Packet _ NCSU,County Extension Center
Dairy Educational Unit Manure Managcnicnt Syslem- Lake Wheeler Road Field Laboratory; EDAC 209-95 NCSU- DAC
Lagoon Design and Management for Livestock Manure Treatment and Storage; EDAE 103-83 NCSU-DAE
Management of Dairy Wastewater; EBAB 106-83 NCSU-BAR
Calihratiun of Manure and Wastewater Application Equipment; EDAE Fact Sheel NCSU-DAC
Nuisance Cuncerns in Animal Manure Management• Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996, Page 2

Insect Control Checklist for Animal Operations
Source Cause IIMI's to Control Insects Site Specific Practices _
_ Liquid Systems _
Hush OlUCI S • Accumulation of solids O 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 NIS Clusled Solids Maintain lagoons,scilling basins and pits where ------
pest breeding is apparent.to minimize the
crusting or solids to a depth or no more than G-
8 inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation Maintain vegetative control along banks or
Growth lagoons and other"impoundments to prevcirt
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry SyslCrns -
Feeders Feed Spillage 0 I)csign,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; I5-30 day interval
during winter). _
Feed Storage Accumulations of feed residues 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 ror brewer's grain and similar high
moisture grain products).
Or"tnsped for and reiuove or break up accumulated
solids in filler strips around fecd storage as
needed.
AMIC- November 11, 1996, Page I

• Sanrcc =�--= -----
_ Cause _ I1M1's to C -- -
.rol Insects Site Specilic Practices
/lninrll I lulling/llcas ncClnllnlalimis of a11i111aI w;lslcs lQ' E.linlirinle lot-areas Ihnt(rnp moisture along
and Iced wastage I'ences and other locations where waste
nccunullates and disturbance by animals is
nlillillull.
Mninlain rence rows and filter strips around ,
anilual holding wrens to minimize
nect1111n1ntions orwnslcs(i.e.,inspect ror and
remove or brcak up accumulated solids as
_ needed).
Al;nnlrt I lnndling Accunnilnlians of;ulimal wastes (icmovc spillage on a routine basis(e.g.,7- I
Systems dny interval during sununcr; 13-30 day interval
during winter)where manure is loaded Ior I:nitl
application or disposal.
Provide For adequate drainnge nround nlnmire
stockpiles.
J lisped for mid remove or break up accurimlated
writes in filter strips nround stockpiles and
manure handling areas-is needed.
For rune infolnlatioll contact file Cooperative Extension Service, Department or 15ntomology, Box 7613,Nor(h Carolima StalC University,
Raleigh,NC,27695-7613.
RECENEDINCDEQIDWFI
MAR 19 2019
Water Quality
Rauiunaf Operations SecOM
,M-IIC - Nuvember 11, 1996, Page 2

C. Checking Size of Waste Storage Pond for Manure
129 ' X 147 '
3 . 0 '
wide 2 .5 :1 7 . 9 ' 2 . 9 : 1
nar. 1 . 3 :1 2 . 5 : 1
88 ' X 88 '
Volume = 7. 9/6 [88 X 88 + 130 . 7 X 118 . 0 + 4 (109 . 4 X 103. 0) ]
= 89, 848 cu ft
This pond has 5 months of storage .
Normal Pump Out Volume
11, 833 + 53, 342 + 14, 037 + . 8 ' X 129 ' X 147 '
= 94, 382 cu ft per 150 days
= 229, 663 cu ft per 365 days
= 1, 718,,000 gallons per year
= 573 - 3 , 000 gallon loads
Maximum pump out level
0 . 5 ' + 1 . 7 ' + 5851/ (120 ' X 140 ' ) = 2 . 6 '
D. Pump out elevation and ESW elevation
The waste storage pond for runoff should be hauled or
irrigated before the water level reaches the 25 yr - 24 hr
storage volume. This elevation is 2 . 6 ft below the top of
dam. The emergency spillway elevation is planned 1 . 7 foot
below the top of dam.
IV. Clean Water Exclusion
A. Diversions
Clean water diversions will be constructed around waste
storage pond and feedlot and freestall barns . The District
Conservationist will design all diversions . Diversions
shall be designed to carry the 25 year - 24 hour runoff plus
capacity to store some sediment .
B. Guttering
Clean water shall be excluded to the fullest extent
possible by guttering. This applies mostly to any new
construction since guttering will be difficult to install
and maintain on existing buildings .

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SCAtLE APPROX.200-
-MAC Gi BBvN- DAIRY
IREDELL CDUWTY , NORTH CAROLIWA
PLAN VIEW
NEW Ph5!'JRE F>rN WASrE MANAGEMENT sYSrEM
O U. S. DEPARTMENT OF AGRICULTURE
Lr SOIL CONSERVATION SERVICE
Da Pe
p APProe4E _ q --------
De.,gnea_5,C__$I�IGNA._M_ g r
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Title_
Drawn : ,-_8_�N� aM_ _$�9_ --------------------- --------------
Title---------------------------------
Traced___________________________ _______FSheel Drawing No.
I
SCS-ENG-313A REV 8-75

KENNETH MacGIBBONS DAIRY FARM
Iredell County, North Carolina
OPERATION
And
1MAINTEN A Nr""F PLAN
(0200 Certification Plan)
For a herd size of:
160 milk cows, 30 dry cow average and
85 heifers
In Cooperation with the
Iredell Soil and Water Conservation District
June 8, 2000

KENNETH MlyAq ONS DAIRY
IREDELL COUNTY, NORTH CAROLINA
OPERATION
AND
MAINTENANCE PLAN
(0200 CERTIFICATION PLAN)
For a herd size of 160 milk cows
In Cooperation with
Iredell Soil and Water Conservation District
December 14, 1998

Sf
ANIMAL WASTE MANAGEMENT PLAN
. ...... .......................... ... ............. ............... _... _ .__ .. .... .... .. . .. - - _ ......_........._.......- . _...._
... .............I..-_.. ----- ........
.0200 Certification Plan
KENNETH MacGIBBONS DAIRY
TABLE OF CONTENTS
FARM SKETCH . . . . . . . . . . . . . . . . . . . . . . . III
SYSTEM OVERVIEW . . . . . . . . . . . . . . . . . . . . . . IV
1 . WASTE STORAGE POND. . . . . . . . . . . . . . . . . 1
2 . AGITATION AND APPLICATION SYSTEM . . . . . . . . . . . . 1
3 . CONTAMINATED LIQUID COLLECTION SYSTEM . . . . . . . . . . 2
4 . VEGETATED DIVERSION . . . . . . . . . . . . . . . . . . . 3
5 . VEGETATED BUFFERS . . . . . . . . . . . . . . . . . . . . 3
6 . LIVESTOCK EXCLUSION . . . . . . . . . . . . . . . . . . 4
7 . GRASSED WATERWAY SILO FILTER . . . . . . . . . . . . . 4
8 . HEAVY USE AREA PROTECTION . . . . . . . . . . . . . . . 4
9 . STOCK TRAIL (S) . . . . . . . . . . . . . . . . . . . . . . 5
10 . TROUGH OR TANK. . . . . . . . . . . . . . . . . . . 6
11 . GENERAL COMMENTS . . . . . . . . . . . . . . . . . . . . . 7
12 . EMERGENCY ACTION PLAN . . . . . . . . . 8
13 . WASTE UTILIZATION PLAN . . . . . . . . . . . . . . . . . 9
14 . APPENDICES (Waste Sample Collection Information, Specification
Sheets) . . . . . . . . . . . . . . . . . . . (END)
II

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. S JL
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r- ; ,i L Soil and relater *•
.a_-n _,i?r r"' 40II0100 Compliance photo n=ber
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Bract 1405 Car In s�,f
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41
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RDEN
EXISTING WATER TANK
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II
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MAC G1gBON DAIRY
_ IREDELL CDUWTY, NORTH CAR01.114A
iV�W PhSTi1 RE Ff PLAN VIEW
WAs-re MANAGEME cr SYSTEM
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
Ont.
Title
T.atea...............----"----- ------- 1,0*1 Drawing NO.
NO
SCS-ENG-313A REV 8-75

ANIMAL WASTE MANAGEMENT PLAN
.0200 Certification Pian
SYSTEM OVERVIEW
This Animal Waste Management System consists of the following components:
1 . WASTE STORAGE POND
2 . AGITATION AND APPLICATION SYSTEM
3 . CONTAMINATED LIQUID COLLECTION SYSTEM
4 . VEGETATED DIVERSION
5 . VEGETATED BUFFERS
6 . LIVESTOCK EXCLUSION
7 . GRASSED WATERWAY SILO FILTER
8 . HEAVY USE AREAS
9 . STOCK TRAILS
10 . TANKS
11 . WASTE UTILIZATION OF COLLECTED WASTE
All solid waste will be scraped from the lots and stored in the WASTE STORAGE
POND (WSP). All contaminated water (wash,parlor and runoffl will be piped into WSP.
All waste contained in WSP will be land applied at agronomic rates. The WASTE
STORAGE POND is designed to provide 150 days (5 MONTHS) storage for the solid
wastes produced by 160 head milking herd.
This Animal Waste Management System is designed to prevent discharge of Animal
Waste Contaminates to surface waters from the twenty-five (25) year, twenty-four (24)
hour storm, as required under the Non-discharge regulations.
IV

ANIMAL, WASTE MANAGEMENT PLAN
.0200' Certification-Plan--
I. WASTE STORAGE POND
OVERVIEW
The WASTE STORAGE POND is designed to store the average feedlot runoff
and waste water from the milk barn for a 5 Month (150 day) period. Curbs will
be installed along 120 feet of the existing concrete lot to force contaminated
runoff into the pond. A permanent marker will need to be set indicating the
level of storage available prior to infringing on the 25 year, 24 hour storm
capacity. This elevation is 2.6 feet below the top of the dam. The emergency
spillway is planned 1.7 feet below the top of the dam. The WASTE STORAGE
POND consists of an earthen dam, clay liner, and curbing for discharging
contaminated water into the WSP.
OPERATION
The service life of the WSP will be determined by the level of management for
the entire system. Over time it is expected that some solids will accumulate in
the WSP. The accumulated solids should not reduce the usable capacity to a
point which requires removal of the solids for many years IF adequate waste
agitation is maintained. In contrast, poor management will result in the rapid
accumulation of solids which will reduce the usable capacity of the WSP to the
point that some form of dredging will be required.
MAINTENANCE
Vegetation on the dam should be inspected periodically and reseeded as
needed to maintain a vigorous stand. The dam should be mowed at least
annually to prevent woody growth. Mowing operations must take place only
when the soil of the dam is dry, and vegetation should not be mowed to a
height of less than four(4) inches at any time. Any evidence of sloughing or
seepage should be reported to the Iredell Soil &Water Conservation District
office.
2. AGITATION AND APPLICATION SYSTEM
OVERVIEW
The AGITATION AND APPLICATION SYSTEM consists of properly agitating the
slurry prior to each pumping of animal waste. Have certified operator complete
proper records for all waste applied to land identified in the WASTE
UTILIZATION PLAN. Waste will be land applied using slurry spreader.
See WASTE UTILIZATION PLAN for additional details.
IL

ANIMAL WASTE MANAGEMENT PLAN
..... - . _....................... - . _.-_..... . ....... _ .
........... ...................... --- .. -
.0200 Certification Plan
OPERATION
Agitation of the slurry should be initiated prior to the liquid level reaching the
full storage level marker in the structure. When the liquids level in the WSP
reaches the marker, liquids must be removed by pumping from the structure to
a spreader tank for land application. Do not apply in such a.manner as to
cause runoff or erosion. Do not apply on frozen or saturated soils.
The initial step in each application operation is to properly agitate the waste in
the Storage Pond. If application equipment (spreader) is owned consult owners
manuals for recommended operational procedures.
MAINTENANCE
Fields that receive waste application should have soil tested annually. It is
recommended that waste and soil sample results be used in conjunction with
each other.
3. CONTAMINATED LIQUID COLLECTION SYSTEM
OVERVIEW
The CONTAMINATED LIQUID COLLECTION SYSTEM consists of installing the
120 feet of 12 inch high concrete curb along the concrete lot and will be used
to force the contaminated runoff into the waste storage pond. After installed
daily scraping of the waste into the pond will be needed. Existing parlor pipe
currently carries waste from the milking parlor to the waste storage pond. Silo
leachate currently drains under the scrap lane through a pipe. This will need
to be kept open so that this water can drain into a grassed waterway. This will
filter the contaminated silage but it does not need to be collected in the waste
storage pond.
MAINTENANCE
Inspect the concrete components of the CONTAMINATED LIQUID COLLECTION
SYSTEM for cracks or other damage, and make repairs or replace as needed.
The Lumber Pipe Cradle and Bent Support components shall be inspected
seasonally for rot and mechanical damage and repaired or replaced as needed.
Inspect the drop structures seasonally and remove accumulated solids.
Annually inspect the pipe coating, and clean and recoat as needed.
2

ANIMAL WASTE MANAGEMENT PLAN
.. - ...... - ....................... .
.0200 Certification Plan
In periods of cold and subfreezing temperatures, inspect the pipe for
accumulation of ice by CAREFULLY removing the cap of the cleanout. Caution:
If liquids have accumulated in the pipe above the cleanout, the force of these
liquids tends to "blow" the cap of the cleanout off during removal. Remove any
ice manually or by melting with hot water.
4. VEGETATED DIVERSION
OVERVIEW
The VEGETATED DIVERSION will be located above the WASTE STORAGE
POND and will convey non-contaminated runoff around the structure.
MAINTENANCE
The vegetation in the diversion should be inspected.periodically
and reseeded as needed to insure a vigorous stand. It is essential that neither
vehicles nor livestock be allowed to create travel lanes within the diversion.
The diversion should be mowed at least annually to prevent woody growth.
The diversion may be control grazed or mowed for hay. Grazing and mowing
operations must take place only when the soils are dry, and vegetation should
not be grazed or mowed to a height of less than four (4) inches. If
sedimentation has reduced the capacity of the channel, contact the Iredell Soil
and Water Conservation District for technical assistance in correcting this
problem. Only contaminated water needs to drain into the pond.
3

ANIMAL WASTE MANAGEMENT PLAN
........... ....................
......... ...... . .... . ..
.0200 Certifi.cation Plan.4. VEGETATED BUFFERS
OVERVIEW
The VEGETATED BUFFERS serve a two fold purpose, they filter sediment from
exposed feeding and lounging areas and provide the necessary set-backs for
waste application operations. Their width is based on slope of land and
proximity to streams. These areas can be control grazed or mowed for hay to
prevent unwanted growth. These buffers are used-in lieu of storage structures.
Proper maintenance of these buffers must be followed or a storage structure
will be required. See the plan map for the location of these areas and their
widths. Where lounge lots are bare of vegetation for more than 45 days per
year these buffers need to be a minimum of 100 feet wide. These buffers need
to be established along the drainageway of the bred heifer/dry cow lounge lot
(field 5). They will also be established below the roofed feed alley for both heifer
groups. Additional grass buffers will be established and maintained below the
freestall barn to filter runoff water draining into the grassed waterway,
MAINTENANCE
Inspect the buffer periodically for sediment accumulation and erosion within
the buffer. If grazing does take place caution should be practiced to prevent
overgrazing. Grass should be a minimum of six (6) inches. These buffers
should have at least 80% ground cover. Specified width must be maintained.
6. LIVESTOCK EXCLUSION
OVERVIEW
LIVESTOCK EXCLUSION will be installed according to NRCS standard 382
(Fencing), where recommended by the technical specialists. LIVESTOCK
EXCLUSION will be installed at locations as indicated on plan maps. It needs
to be added to the dry cow/bred heifer lounge area (field 5). Also the silo filter
area will be excluded as it also filters runoff from the 400-750 pound heifer
lounge lot. Animals will also be excluded from the drainageway below the bred
heifer hay feeding area in field 7. Also the area below the concrete/roof6d
feeding area will be excluded. The field 6 where 40 (400-750 pound heifers) are
located will be managed as a pasture. It is large enough that it will be treated
as pasture and will not include livestock exclusion.
4

ANIMAL WASTE MANAGEMENT PLAN
.. .. _._....
.0200 Certification Plan
MAINTENANCE
Inspect the LIVESTOCK EXCLUSION periodically for mechanical damage or
rot. If fencing wire becomes loose, re-tighten to original specifications. If fence
posts are rotted or damaged in any way, replace damaged posts with a post
which meets the
original specifications.
7. GRASSED WATERWAY SILO FILTER
OVERVIEW
The GRASSED WATERWAY is a natural or constructed channel that is shaped
or graded to required dimensions and established in suitable vegetation for the
stable conveyance of runoff. The purpose is to convey water concentrations to
a suitable outlet without causing erosion or flooding and to improve water
quality.
This is needed below the pipe that carries runoff from the silos. This water
needs only to be filtered and the grassed waterway when properly constructed
will serve as this filter. Before grading follow a detailed specificaion for this
waterway.
5

ANIMAL WASTE MANAGEMENT PLAN
.0260 Cer
tification Plan ..... ... .... . ....... ..
e JLfi'MAINTENANCE
Inspect the GRASSED WATERWAY periodically for sediment and silage
accumulation and erosion within the waterway. If grazing does take place
caution should be practiced to prevent overgrazing and no grazing taken place
during times when the soil is saturated. Grass should be a minimum of six (6)
inches. The waterway should have at least 80% ground cover. Specified width
must be maintained. Also care should be taken to keep the pipe unclogged.
9. HEAVY USE AREA PROTECTION
OVERVIEW
The HEAVY USE AREA PROTECTION will be placed at locations indicated on
sketch. It consists of an area graded, covered with a geotextile material and
gravel placed on top. The areas where these are needed are in fields 5, 6, 7
and will serve as locations for feeding hay.
OPERATION
The area that needs to be protected should be graded if necessary to allow
proper drainage. A geotextile material of adequate strength will be placed on
the soil surface. the geotextile material should be overlapped a min. of 18".
The depth of gravel will.need to be calculated for the particular area to be used.
Refer to the specific design for the amount of gravel needed. See the cost share
contract for this information.
MAINTENANCE
Inspect the HEAVY USE AREA PROTECTION periodically for any soft spots or
damaged areas. If the gravel gets thin, more should be applied to the
recommended depth. The designed depth should be maintained over the entire
area for it to remain structurally sound. Careful attention to this maintenance
will be necessary as waste from these areas will need to be removed whenever
it begins to accumulate.

A N IM. .....A.. L WASTE MANAGEMENT PLAN
............. ........ ... ... ......... .....I........................ ....... -.....................................I...... .........
.... .......... ... ..................... ..... .. ..................Certification
...
0 2 0 0 C e i i 14:ft ciiaitd o"'n" Plan
10. STOCK TRAILS)
OVERVIEW
The STOCK TRAIL(S) improve access to forages and water by means of a
stabilized trail which reduces erosion often caused from such walkways. The
STOCK TRAIL(S) will be placed at locations indicated on sketch. It consists of
an area graded, covered with a geotextile material and gravel placed on top.
The trail is needed into the covered heifer feeding lane and to the heavy use
area located between field 6 and 7. The total length for the trail will be 260
feet.
OPERATION
The travel lane should be graded if necessary to allow proper drainage. A
geotextile material of adequate strength will be placed on the soil surface. The
geotextile material should be overlapped a min. of 18". The depth of gravel will
need to be calculated for the particular area to be used. Refer to the specific
design for the amount of gravel needed. Each trail should have a broad based
dip across it to prevent runoff from running down the trail for a long distance.
MAINTENANCE
Inspect the STOCK TRAIL(S) periodically for any soft spots or damaged areas.
If the gravel gets thin, more should be applied to the recommended depth. The
designed depth should be maintained over the entire area for it to remain
structurally sound.
IL 3L. TROUGH OR TANK
OVERVIEW
TROUGH AND TANK consists of(watering tank) to provide drinking water for
livestock at a stabilized location. Tanks are needed in field 7 and field 5. Water
tanks are already installed in the freestall barn.
OPERATION
The location should be such that proper surface drainage will not cause
ponding and all wet areas should be avoided. The site should be as level as
possible. The tank or trough should be sized for the type and number of
animals that will be using the facility. The site needs to be over cut to the
depth of the gravel (to provide drainage) and a Geotextile material (Mirafi 160N
or equivalent) will be placed on the ground and Crusher-run gravel will be
placed on it at a minimum thickness of 9 inches.
7

-- ---- ANIMAL WASTE MANAGEMENT PLAN
.................... ......
MAINTENANCE Certification Plan
Inspect the TROUGH OR TANK area periodically for any soft spots or damaged
areas in the cloth and gravel. If the gravel gets thin, more should be applied to
the recommended depth. The designed depth should be maintained over the
entire area for it to remain structurally sound. Inspect the tank itself along
with the base for damage and repair or replace if necessary.
GENERAL COMMENTS
AGREED TO ITEMS
Establish grassed waterway for filter area, install livestock exclusion along the
filter area and drainageway in field 5 and field 7. Heavy use areas to be
installed in field 5, 6, and 7. The concrete feeding lane will be covered with a
roof and curbs installed. Water tanks will be maintained in.field 5 and 7.
PESTICIDE USE
Extreme care should be exercised with the use of all herbicides so that
desirable vegetation is not adversely affected. It is a violation of law to use any
pesticide in a manner not permitted by its labeling.
REPAIRS
Notify the Iredell Soil and Water Conservation District if repairs or major
modifications are required for any of the components of this Waste
Management System.
Upon completion of all items involved in this plan, your operation will be
certifiable. This plan is for only the number of animals and acres listed in this
plan. Please notify the TECHNICAL SPECIALIST(S) that signed your Waste
Utilization Plan and Certification form if operational changes take place.

III . Waste Storage Pond for Manure, Polluted Runoff and
Milking Parlor Wash Water
A. Design Volumes
1 . Normal Runoff for 150 day period
Drainage area surfaced lot . Use average runoff values
in Ag. Waste Management Field Manual . Concrete channels
shall carry 25 yr - 24 hr runoff to Waste Storage Pond. The
drainage area was taken from old design. It appears
reasonable.
Drainage Area = 14, 300 sq ft Surface = 14, 300 sq ft
Unsurface = 0 sq ft
SURFACE UNSURFACE
NORMAL RUNOFF RUNOFF
MONTH RAINFALL o DEPTH o DEPTH NORMAL EVAP.
JAN. 3 . 70 50 1 . 85 20 0 . 74
FEB . 3 . 86 56 2 . 16 25 0 . 97 1 . 7
MAR. 4 . 51 55 2 .48 24 1 . 08 1 .3 . 1
APR. 3 . 35 56 1 . 88 25 0 . 84
MAY 3 . 8
3 . 86 57 2 . 20 23 0 . 89 3 . 9
JUN. 4 . 19 60 2 . 51 27 1 . 13
JUL. 4 . 70 60 4 .4
2 . 82 26 1 . 22 4 .3
AUG. 4 . 83 61 2 . 95 31 1 . 50
3 .
SEP. 3 . 82 66
2 . 52 32 1 . 22 3 . 2
OCT. 3 . 44 62 2 . 13 30 1 . 03
NOV. 2 . 95 55 1 . 62 25 0 . 74 1 .4
1 . 7
DEC. 3 . 80 57 2 . 17 23 0 . 87
1 . 7
Try 5 months :
October through February Surface Runoff Depth = 9 . 93"
Unsurface Runoff Depth = 4 . 35"
Surface Runoff=_9.9311* 14, 300 sq ft = 11, 833 cuft
12 in/ft
Unsurface Runoff= 4 . 35"* 0 sq ft = 0 cuft
12 in/ft
2 . Rainfall minus evaporation on pond surface
17. 75 - 9 . 1 = 8 . 7" = 0 . 7 ft/5 month
3 . 25 yr - 24 hr runoff
CN = 95
Rainfall = 5 . 5
Runoff = 4 . 91"
25yr-24hr runoff= 4 . 91" * 14, 300 sq ft = 5, 851 cu ft
12 "/ft

4 . Volume of Waste
150 milk cows in freestall barn and 10 sick or fresh
cows are on concrete 1000 of the time. 1000 of the manure
produced will be collected in' the waste storage pond.
Volume =160 cows * 14 . 0 cLalLday 150 days * 100%
7.48 gal/cu ft
44, 920 cu ft
30 dry cows will be housed in freestall shed next to
freestall barn. 100°s of the manure produced by these cows
will be collected.
Volume =30 cows * 14 . 0 aal da * 150 days * 100%
7 .48 gal/cu ft
8, 422 cu ft
Total 44, 920 cu ft + 8, 422 cu ft = 53 , 342 cu ft
5 . 25 yr -24 hr rainfall on the pond surface
Rainfall = 5 . 5" _ . 5 ft
6 . Milking Parlor Wash Water
i . Pipeline and milker wash water.
ii . Tank wash water 2 5 gal . /day
0
iii . Milk house floor wash water 0 gal . /day
iv. Cow wash water 400 gal . /day
50 al . da
700 gal . /day
Volume = 700 gal/day*1 cu ft/7 .48 gal* 150 days
14 , 037 cu ft
7 . Freeboard & ESW = 1 . 7 ft See 'design in field Office
file for freeboard and emergency spillway depth
designed.
B . Summary of Design Volumes
1 . Surface Runoff 11, 833 cu ft
2 . Unsurface Runoff
3 . 25 year - 24 hour runoff 0 cu ft
4 . Manure 5, 851 cu ft
5 . Milking Parlor Wash Water 14 037 cu ft
, 037 cu ft
TOTAL 85, 063 cu ft
4 . Rainfall minus Evaporation
5 . 25 yr - 24 hr rainfall 0 . 8 ft
6 . Freeboard & Emergency Spillway • 5 ft
Total 3 . 0 ft