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Certified Maii # 7013 2630 0002 0760 9596
Return Receipt Requested
May 28, 2019
Bizzell J Davis
Bizzell J Davis
1180 Lanefield Rd
Warsaw, NC 28398
SUBJECT: NOTICE OF VIOLATION with RECOMMENDATION FOR ENFORCEMENT
Tracking Number: NOV-2019-PC-013,1
Permit No. AWS310768
BJD Farms II
Dolphin County
Dear Permittee:
On August 30, 2018, staff from the Wilmington Regional Office (WIRO) of the Division of Water Resources
(DWR), inspected the BJD Farms II and records, and it was determined that the facility had
previously not been in compliance regarding maintaining the waste level in a lagoon/storage pond to not
exceed the maximum level specified in the facility's Certified Animal Waste Management Plan (CAWMP).
As a result of this incident, you are hereby notified that, having been permitted to have a
non -discharge permit for the subject animal waste management system pursuant to 15A NCAC 2T
.1301, you have been found to be in violation of your CAWMP and the Swine Waste System General
Permit No. AWG100000 as follows:
Violation 1:
Failure to maintain storage capacity in a lagoon/storage pond greater than or equal to that required in
Condition V.2. of General Permit No. AWG100000.
On August 30, 2018, DWR staff inspected the facilities records and found that the lagoon freeboard had been
at seventeen (17) inches on June 3, 2018.
Pond Creek Precision Ag
2412 County Road 1070 North
Fairfield, IL 62837
RE:Bizzell Davis
BJD Farm 2
1180 Lanefield Rd
Warsaw, NC 28398
Tom Tharrington
Attached PDA is in response to Certified Mail sent to Mr Davis. Tracking number
NOV-2019-PC-0434
Page 1 of 1
RECEIVED/NCDENR/DWR
JUN 13 2019
Water Quality Regional
Operations Section
Wil, i. r., ,r,, clonal Office
Due to excess rainfall during June of 2018, Mr Davis had fallen behind. As soon as field
condition allowed, Mr Davis was able to get his lagoons back to acceptable Levels.
Thank You,
Doug Atkins
NC Certified Technical Specialist
8001041
RECEIVED/NCDENROR
PLAN OF ACTION(Poal FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-768
County: Duplin
Facility Name: BJD Farm #2
Certified Operator Name: Bizzell Davis Operator Number:
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: BJD21 BJD22
Spillway(Y or N): N N
Level(inches): 17 17
2. Check all applicable items
JUN 13 2019
Water Quality Regional
Operations Section
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates for depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 6/6/2018
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Bizzell Davis
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone: 910-284-0078
Date: 6/10/2019
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE
STRUCTURES FOR FACILITY
1.
Structure ID: BJD21
line m =
489.8 lb PAN
2.
Structure ID: BJD12
line m =
490.5 lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 980.2lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract # p. field # q. crop r. acres s. remaining IRR I. TOTAL PAN u. application window'
2 PAN balance BALANCE FOR
(lb/acre) FIELD (lbs.)
column r x s
Pivot Corn 1 85.121 123.101 10478.3 2/15 thru 6/30
i i i i
current croD ending aoDlication date or next crop aoolication beainnina date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 10478.3 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 980.2 lb. PAN
PoA (30 Day) 2/21/00
x. Crop's remaining PAN balance (line v from section 111) = 10478.3 lb. PAN
y. Overall PAN balance (w - x) _ -9498 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
Irrigation to begin as conditions permit. .
PAN used above for Corn pulls is portion of remaining PAN for these pulls.
Samples Dated 7-4-18 1-2 1 70
Lagoon 2 is only lagoon waste is applied from
PoA (30 Day) 2/21/00
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): BJD21
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) _
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/ft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
17.0 inches
19.0 inches
2.0 inches
87120 ft2
108610 gallons
180 days
g. volume of waste produced according to structural design I94978 ft3
h. current herd # F 2-8-8-01 certified herd # 2880
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated [7/4/2018
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
94978 ft'
0 ft3
49000 ft3
179493 gallons
1.70 Ibs/1000 gal.
489.8 Ibs. PAN
PoA (30 Day) 2121/00
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID) IBJD22
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) _
d.top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
17.0 inches
19.0 inches
2.0 inches
F777TTj-0 ft2
108610 gallons
180 days
g. volume of waste produced according to structural design F 0 ft3
h, current herd # 2880 certified herd # 2880
actual waste produced = current herd # x line g
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated F 7/4/2018
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
W
94948 ft3
49350 ft3
179892 gallons
1.70 Ibs/1000 gal.
490.5 Ibs. PAN
PoA (30 Day) 2/2'1/00