820250_Annual Report_20240725

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JUN 2 5 2024
ATTACHMENT A
NC DEQ/DWR
ANIMAL FACILITY ANNUAL REPORT FORM Central Office
Report for(previous)Calendar Year:20- 3 Today's Date:
Certificate of Coverage or Permit Number _ 2.a County _
Facility Name(as shown on Certificate of Coverage or Permit)44 rYA*l _,V C/r!j
Operator in Charge for this Facility _ _a r! Operator Certification# i qV 3
Facility's Integrator,if applicable: sylr,�7PAi(� 5"
Part I• Facility Information(As of December 31st of reportin8 year unless otherwise specified):
Land application of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and proceed to Part 11 and Part III. Also, if animal waste was
generated but not land applied,attach an explanation on how the animal waste was managed/disposed.
CAWMP SUMMARY
Total number of application Fields or Pulls in the Certified Animal Waste Fields or
Management Plan(CAWMP): _ �y Pulls/zones
Total Useable Acres approved in the CAWMP / d• �� Acres
Total pounds of Plant Available Nitrogen(PAN)allowed to be land applied
1 Lbs.PAN
annuallyb the CAWMP and the permit:
LAGOON SUMMARY
Number of Permitted Lagoons #Lagoons
Number of Permitted Lagoons with a sludge removal or management plan U
#Lagoons
per Permit Condition 111-22
ANNUAL OPERATIONS SUMMARY
(for all crops with windows that ended during the previous calendar year
Total number of Fields or Pulls on which land application occurred during Fields or
the year: Pulls/zones
Total Acres on which animal waste was applied 4)q Acres
Total pounds of Plant Available Permitted Animal Waste l 9 6 l Lbs.PAN
Nitrogen(PAN)applied during
the year for all application sites: Other Nutrient Sources(incl Dry Litter) Lbs.PAN
SOIL SAMPLE SUMMARY
Total number of Fields or Pulls for which the most recent soils evaluation Fields or
indicated a Soil P(P-index)greater than 400 Pulls/zones
Total usable acres of Fields or Pulls for which the most recent soils 3 Acres
evaluation indicated a Soil P(P-index)greater than 400
1 AFOAR 4-12-2019

ATTACHMENT A
BENEFICIAL USE SUMMARY
Estimated amount of total manure,litter and process wastewater sold or Tons
given to other persons and taken off site during the year Gallons
PRODUCTION SUMMARY
Annual average number of animals by type at this facility during the previoas year
Operation Type LNumber of Animal
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non-Laying Chickens Horses—Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses—Other
Farrow to Finish Milk Cow Pullets Sheep—Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non-Laying Pullet
Other Layers
Part II: Facility Status (Respond for activity within the Calendar year of reportint► year unless
otherwise specified):
Directions: Check box next to the appropriate answer, for each statement were the answer is"No",provide a
written description of any action take taken or pending to address the requirements and return the facility to
compliance EA
1. All"major changes,""revisions,"and"amendments"to the CAWMP were made E Yes ❑ No
according to requirements of Condition I.4.
2. There were no freeboard exceedances in any lagoons or storage ponds. ❑ Yes No
3. There was no PAN application to any fields or crops at this facility greater than the i Yes ❑ No
levels specified in this facility's CAWMP.
4. Sludge Surveys as required in Condition III.22 have been completed. Nyes
es ❑ No
5. For any temporary lagoon lowering event, drawn down restrictions and record ❑ No
keeping requirements in Condition 11.29 have been met.
6. Soils analysis were performed within the last three years on each field receiving animal 1 Yes ❑ No
waste.
2 AFOAR 4-12-2019

r
ATTACHMENT A
7. All required monitoring and reporting were performed in accordance with the facility's 2"�Yes No
permit during the past calendar year.
8. Crops as specified in the CAWMP were maintained during the past calendar year on all Yes a No
sites receiving animal waste and the crops grown were harvested and removed in
accordance with the facility's permit.
Part III: Affirmation Statement
"I affirm by my signature that this document and all attachments were prepared under my direction or
supervision. The information submitted is,to the best of my knowledge and belief,true,accurate,and
complete. I am aware that there are significant penalties for submitting false information, including the
possibility of civil and criminal penalties."
Perinittee Name and Title(type or print)
Signature of Pe tfee Date
Signatur f Operator in Charge Date
(if different from Permittee)
3 AFOAR 4-12-2019

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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY(DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT(SWCD) �d�07
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) Gj�O�$ 2-�f4;f
COOPERATIVE EXTENSION SERVICE (CES) '/� �.Z 74; /
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 effort
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-possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow 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 cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the muse,flush systems,or solid separators.
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 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.
8

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes,such as employee injury,fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice!technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name:
b. Contractors Address: yyLo(�S
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,etc.)
a. Name:
b. Phone:
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.
9

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
a 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 beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
Q 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.
o 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).
a Any method which, in the professional opinion of the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager (O QDate
Signature of Technical Specialist Date

/ __
' . .
^
.
LJRPHY
-+ RT. 1 , HARRELLS, NC -
'
XTION:
�
��rphYv plans to construct a 2600 feeder p ) 8 nursery on a
__ farm in the Tomahawak community. He plans to pump the
2ent on coata} bermuda grass.
'
CONDITIONS:
----_--~_--
ite is located on /\utryv/ | | e soil that is relative flat. Th
st dwelling As 1000+ away. The site / s restricted- on t"e -*v--u�t�' -
Property line.
'
AND SIZE NURSERY Q600)
ERATI0N &�
x^ /
LED BY HERMAN RIG@S ^ /
8/13/90
ED BY
(
+
. /
.ENT STORAGE �
�Z,C1-)
35 } bs per hog 1 Cu Ft per / b. 91000 Cu Ft !
ARY STORAGE
020 / bs of animal x 1 .35 cu. ft. of waste per day 22113 Cut
Per 1000 |bs of animal wt. x 180 days u
__ LESS EVAPORATION
24000 sq. Pt. surface area per 12"per ft 14000 Cu Ft
-_ - 25 YR. 1 DAY STORM
24000 sq. ft. of surface area per 12" per ft. 14000 Cu Ft
y
TOTAL STORAGE NEEDED 127113 Cu Ft �V
4708 Cu Yds
TOTAL STORAGE AVAILABLE 130440 Cu Ft
----------------------> 4831 Cu Yds
CAPACITY IN GALLONS 975691
URINE PRODUCTION
2. 1 tons per year 5460 T./yr.

r ►
Operator:Charles Murphy County: Sampson Date: 11/15/94
Distance to nearest residence (other than owner) : 0. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 saws (farrow to feeder) x 522 lbs. = 0 The
0 head (finishing only) x 135 lbs. - 0 lbs
0 sows (farrow to wean) x 433 lbs. - 0 lbs
2600 head (wean to feeder) x 30 lbs. - 78000 lbs
Describe other 0
Total Average Live Weight 78000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 260. 0
Inside top width (feet)----------------- --- 95. 0
Top of dike elevation (feet)----------------- 101. 5
Bottom of lagoon elevation (feet)------------ 90. 5
Freeboard (feet)----------------------------- 1. 0
Side slopes (inside lagoon)------------------- 3. 0 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDEI SS/5IDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 254:0 89. 0 10. 0
AREA OF TOP
LENGTH * WIDTH =
254. 0 89. 0 22606 (AREA OF TOP)
AREA OF BOTTOM
LENGTH + WIDTH =
194. 0 29. 0 5626 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
224. 0 59. 0 52864 ( AREA OF MIDSECTION + 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
22606. 0 52864. 0 5626. 0 1. 7

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
XAZ R e5, 0 24700. 0 equare feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 24700.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces 8 urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 78000 lbs. ALW/135 lbs. ALW 1. 37 gal/day 180 days
Volume = 142480 gals. or 19048. 1 cubic feet
2B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/clay 180 days storage/7. 48 gallons
per CF
Volume = 0. 0 cubic feet
•C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 14408. 3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot DA
Volume = 15437. 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19348 cubic feet
5B. 0 cubic feet
5C. 14408 cubic feet
5D. 15436 cubic feet
TOTAL 48894 cubic feet
6. SUMMARY
Temporary storage period=====-_--______-_-__> 180 days
Rainfall in excess of evaporation=====______> 7. 0 inches
25 year - 24 hour rainfall===--__--____-_-__> 7. 5 inches
1. 0 feet
Side slopes===-=-___________________________> 3.0 . 1
Inside top length___________________________> 260. 0• feet
Inside top width=___________________________> 95. 0 feet
Top of dike elevation=______________________> 101. 5 feet
Bottom of lagoon elevation__________________> 90.5 feet
Total required volume=______________________> 126894 cu. ft. •
Actual design volume=====___________________> 135160 cu. ft.
Seasonal high watertable elevation (SHWT)===> 94. 5 feet
Stop pumping elev. ____-_-- _______________> 97. 8 feet +
Must be > or = to the SHWT elev. ====______> 94. 5 feet
?lust be > or = to min. req. treatment el. _> 96. 5 feet
Required minimum treatment volume=====______> 78000 cu. ft.
Volume at stop pumping elevation=====_______> 81389 cu. ft.
Start pumping elev. _________________________> 99. 6 feet +
Must be at bottom of freeboard & 25 yr. rainfall ':
Actual volume less 25 yr. - 24 hr. rainfall==> 119723 cu. ft.
Volume at start pumping elevation=====______> 115639 cu. ft.
Required volume to be pumped===_____________> 33456 cu. ft.
Actual volume planned to be pumped=====_____> 34250 cu. ft. +�
Min. thickness of soil er when required==> 1. 6 feet
7. DESIGNED BY: APPROVED BY: ^ ,°(
DATE:t�*5j-,
, DATE: 12-1L.r�jt
NOTE: SEE ATTACHED WASTE uTILIZATZON PLAN
COMMENTS:

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated bu2fer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

f •
SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 6 -ft.
-------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material tie - CL, SC, CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement,
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes_ This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown an a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
an areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
cr rl ru

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2. 0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0. 0 LBS. 'PENSACOLA' BARIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
0. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000. 0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200. 0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
I. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Operator: ======Charles Murphy
County:==
04/2R195
Dist.to newest residence (other than owner): 1500 It.
smt,-12 (farrov.;to finish)-
sows (farrow to feeder):eder):
hood.0inishing only):=====
sovis (farrow to wean)
head k 1� n to f4oderj8_-===== C2600 wea
Ave- Lhia Weighff— Ober operations(Lbs-)=>
Storage volume for sludge accum. (cu-ft):=--:.
Treatment Volume (min. 1 cu. 1 .0
25 Year — 24 Hour %niW1 (in-)============> 7-5
Rainfall in exces-.of evaporation (in.)=====.:. 7.0
Drainage area of buildings& lots. (sq.ft.)=>
volume of wash water (galionsiday)
Temporary storage period (der) > 180
FT e-o b-cm mar d fft 1--=-=--___-__ ==z 1-0
Side slopes (inside 3-0 1
Insidetop length 275.0
Inside-top width 110.0
Top of dike elevation 104.0
Bottom of lagoon elevation 94.5
Seasonal high water table(SHWT) elev.(ft)':=.:
Totufrequir-a-d volume:=--=== 133600 cu. tt. "TOTAL VOL U.K.**
A de innvoli jmw I-FAA 18 ft 122.99%,
Stop pumping el.(::. or = to 0-0 ft.SH%AJ1)::- 100.5
(.D. of = to 100-5 ft-Min)
Required minimum treatment volume: 78000 cu.ft. **TFW. VOL O.K**
Volume at stop pumping elevation: 101184 cu. ft. 129.72%
Start pumping olev,-====================== '102.1
Volume fit start pumping elevation- 140037 cu. ft. **STUFM STOR O.K**
Actual volume less 251rr—24hr rain: 145412 cu. ft. 103.Wlo
NOTE: Verffi/ftat temp. storage is adequate:
Req. volume to be pumped.-== 36&q4 cu- ft. **TEMP. VOL O-K-**
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