090210_Plan of Action (POA)_20200624

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PLAN OF AC l9L Eon` FOR HDGK FREEBOARD TQNMAL FAC U I1E
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Faciility Number: County: . RI G" CsLO_t%\
Facility Dame: DGW►G l r1 noc k r2 iv11 SAn1i lrU
Certified perator Name: Dolv1 r- i1-1 Operator •
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.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier(ID): •
Spillway (Yes or No):
Level (inches): 5 •
162 S
2. Check all applicable items j �-� ,��St©n
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.
V' 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. •
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Waste is to be pumped and hauled to-off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste•
to a site not covered in the facility's certified animal waste management plan.
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- , &Ll 7 D 2(7)
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.
D CW 1 d 6OQoLQY�r Phone: (9 ( O 7q--q(c O
Facility Owner/Manager (print)
Date: .!7 b O
Fac ity Owner/Manager(signature) y` l
PoA Cover Page 2/21/00

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: David Gooden 1 line m = 635.9 lb PAN
2. Structure ID: 2 line m= 636.8 lb PAN
3. Structure ID: David Gooden 3 line m = 576.4 lb PAN
4. Structure ID: line m= lb PAN
5. Structure ID: line m = lb PAN
6. Structure ID: line m = lb PAN
n. lines1 + 2+ 3+4+5+6= 1849.1lbPAN
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-t.TOTAL PAN u.application window
2 PAN balance BALANCE FOR
(lb/acre) FIELD(lbs.)
column r x s
4696 '12 coastal bermuda graze 2.90 150.00 435.0 Mar-Sep
4696 13 coastal bermuda graze 3.50 150.00 525.0 Mar-Sep
4696 14 coastal bermuda hay 7.30 150.00 1095.0 Mar-Sep
**used only 3 fields to meet PAN needed. Guestimate on PAN remaining
only pumped a few times. Waiting on analysis to finish 1RR 2 forms
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v.Total PAN available for all fields (sum of column t) = 2055.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II)= - 1849.1 lb. PAN
x. Crop's remaining PAN balance(line v from section III)= 2055.0 lb. PAN
y. Overall PAN balance(w-x)= -206 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.
NARRATIVE:
Pumping will begin as soon as field conditions are acceptable.
PoA(30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREES:OARD AT ANIMAL FACILITIES
30 DAY D E';-\W DOWN PERIOD
I. TOT,,L PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier(ID): David Gooden 1
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 15.0 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.0 inches
c. line b-line a (inches in red zone)= 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 95836 ft2
e. line c/12 x line d x 7.48 gallons/ft3 238951 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 145388 ft3
h. current herd# 3920 certified herd# 3920
actual waste produced = current herd# x line g = 145388 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j: excess rainfall over evaporation according to design 58333 ft3
k. (lines h + i+j)x 7.48 x 30 days/line f= 253972 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1/22/2020 1.29 lbs/1000 gal.
m. ((lines e+ k)/1000)x line I= 635.9 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
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): 2 DOW C A"tcC6)
2. Current liquid volume in 25 yr./24 hr. storm storage &structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.0 inches
c. line b-line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 95836 ft2
e. line c/12 x line d x 7.48 gallons/ft3 179213 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 145388 ft3
h. current herd# 3920 certified herd# 3920
actual waste produced = current herd# x line g = 145388 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 58333 ft3
k. (lines h + i+j)x 7.48 x 30 days/line f= 253972 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 4/19/2013 1.47 Ibs/1000 gal.
m. ((lines e+ k)/1000)x line I= 636.8 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA(30 Day)2/21/00

PLAN OF ACTION (Po-,) 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): David Gooden 3
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 25.0 inches
b. designed 25 yr./24 hr. storm &structural freeboard 28.0 inches
• c. line b-line a (inches in red zone)= 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 81600 ft2
e. line c/12 x line d x 7.48 gallons/ft3 152592 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 96925 ft3
h. current herd# 2940 certified herd# 2940
actual waste produced = current herd# x line g = 96925 ft3
certified herd#
i. volume of wash water according to structural design 64033 ft3
j. excess rainfall over evaporation according to design 51680 ft3
k. (lines h +i+j)x 7.48 x 30 days/line f= 265089 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1/22/2020 1.38 lbs/1000 gal.
m. ((lines e+k)/1000)x line I = 576.4 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA(30 Day)2/21/00