260030_CORRESPONDENCE_20171231

CORRESPONDENCE
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Deperment of FnvlMnnVWft1

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
May 17, 2000
William Faircloth
7336 Faircloth Bridge Road
Steadman NC 28391
I kT?WAA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Big Neck Pork Farm
Facility Number 26-30
Cumberland County
Dear William Faircloth;
During the 1999 session, the North Carolina General Assembly passed a law directing the North
Carolina Department of Environment of Natural Resources (DENR) to develop an inventory and
ranking of all inactive lagoons and storage ponds in the State. In order to meet this directive, a
representative of DENR has recently evaluated the inactive lagoon(s) and/or storage pond(s) on your
property. Inactive lagoons and storage ponds were defined by the Statute as structures which were
previously used to store animal waste but have not received waste for at least one year.
The information collected on your property is contained in the attached field data sheets. Using
this field data, staff ranked your inactive waste structures as high, medium or low according to its
potential risk for polluting surface and/or groundwater. Your waste structure(s) was ranked as
follows:
Structure Number Surface Area (Acres) Ranking
1 0.54 Medium
2 0.12 Medium
This ranking is based in part on the conditions existing on the day of the site visit. Changes in
these conditions or the collection and evaluation of additional data may modify the ranking of your
waste structure(s) in the future.
Information on your facility along with over 1000' others contained in the inventory has been
provided to the General Assembly. During this year's session, the General Assembly will consider
additional requirements for future management of these structures which may include requiring
proper closure of inactive lagoons and storage ponds according to current or alternative standards.
225 Green Street, Suite 714, Fayetteville, North Carolina 29301 Telephone [phone] Fax [phone]
An Equal Opportunity AMrmative Action Employer 50% recycled/10% post -consumer paper

Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Animal Waste Management System
Page 2
Regardless of their ranking, owners of all waste lagoons and storage ponds have certain
management responsibilities. These include taking appropriate actions to eliminate current
discharges, prevent future discharges and to insure the stability of their structures. Staff of the
Division of Water Quality will be in contact with owners of all inactive structures that have been
determined to pose a serious environmental risk, based on its ranking and/or additional field data
collected by the Department.
All liquids and waste removed from these structures must be land applied at a rate not to exceed
the agronomic needs of the receiving crops. Any major modifications made to the dike walls or
structure must be done in accordance with current standards and under the direction of a technical
specialist designated for structural design. Your local Soil and Water Conservation District is an
excellent source for information and guidance related to proper waste application practices, structure
operation and maintenance, and other related animal waste management standards and/or
requirements.
Nothing in this letter should be taken as removing from you the responsibility and liability for
any past or future discharges from your lagoon(s) and/or storage pond(s) or for any violations of
surface water or groundwater quality standards.
Thank you for your cooperation and assistance in this process. If you have questions concerning
your inactive structures, please contact the staff of either in the Division of Water Quality or the
Division of Soil and Water Conservation in the Fayetteville Regional Office at [phone].
Sincerely,
/.� Paul Rawls
Water Quality Regional Supervisor
cc: Cumberland County Soil and Water Conservation District Office
Facility File

Facility Number 26 — 30 Lagoon Number Q1......... Lagoon Identifier J.r).ar
,.five
jagwa.0.1 ........................
O Active 0 Inactive Latitude 35 03 46
Waste Last Added G.;.1.-�4...........................................
Determined by: ® Owner ❑ Estimated
Surface Area (acres): %.5.4.........................
Embankment Height (feet): 3-.4......................
Longitude F7-8-1 F3 97 54
By GPS or Map? [9GPS ❑ Map
GPS file number: IF020213A
Distance to Stream: O <250 feet OQ 250 feet - 1000 feet O >1000 feet
By measurement or Map? ❑ Field Measurement ®Map
Down gradient well within 250 feet? O Yes* No
Intervening Stream? O Yes* No
Distance to WS or HOW (miles): OQ < 5 O 5 - 10 O > 10
Overtopping from Outside Waters? O.Yes *No O Unknown
Spillway O Yes O No Adequate Marker O Yes O No
Freeboard & Storm Storage Requirement (inches):
Inspection date 2-2-2000
appearance of O Sludge Near Surface
lagoon liquid 0 Lagoon Liquid Dark, Discolored
O Lagoon Liquid Clear
O Lagoon Empty Freeboard (inches): 19
embankment condition 0 Poorly Built, Large Trees, Erosion, Burrows, Slumping, Seepage, Tile Drains, Etc.
O Construction Specification Unknown But Dam Appears in Good Condition
O Constructed and Maintained to Current NRCS Standards
outside drainage OQ Poorly Maintained Diversions or Large Drainage Area not Addressed in Design
O Has Drainage Area Which is Addressed in Lagoon Design
O No Drainage Area or Diversions Well Maintained
liner status OQ High Potential for Leaking, No Liner, Sandy Soil, Rock Outcrops Present, Etc.
O No Liner, Soil Appears to Have Low Permeability
O Meets NRCS Liner Requirements
lication equipment fall to make contact
and/or Sprayfleld OQ Yes O No O Unknown with representative O Yes OQ No
unavailable
comments No irrigation equipment or spray field available.

Facility Number 26 — 30' Lagoon Number .Q......... Lagoon Identifier InaQfil!/ .,i g4Q1t.R .......................
r
O Active © Inactive Latitude 35 03 48
Waste Last Added,Q,7,1.1-1�4...................................... . Longitude 78 F397 53
Determined by: ®Owner ❑ Estimated
Surface Area (acres): Q,1.2........................
Embankment Height (feet): 14...........................
By GPS or Map? X GPS ❑ Map
GPS file number: IF020213A�
Distance to Stream: O <250 feet 0 250 feet -1000 feet O >1000 feet
By measurement or Map? ❑ Field Measurement ® Map
Down gradient well within 250 feet? O Yes *No
Intervening Stream? (:)Yes 0 No
Distance to WS or HOW (miles): 0 < 5 O 5 - 10 O > 10
Overtopping from Outside Waters? O Yes *No O Unknown
Spillway O Yes O No Adequate Marker O Yes O No
Freeboard & Storm Storage Requirement (inches):
:1
Inspection date 2-2-2000
appearance of O Sludge Near Surface
lagoon liquid OO Lagoon Liquid Dark, Discolored
O Lagoon Liquid Clear
0 Lagoon Empty Freeboard (inches): 19
embankment condition 0 Poorly Built, Large Trees, Erosion, Burrows, Slumping, Seepage, Tile Drains, Etc.
0 Construction Specification Unknown But Dam Appears in Good Condition
O Constructed and Maintained to Current NRCS Standards
outside drainage 0 Poorly Maintained Diversions or Large Drainage Area not Addressed in Design
O Has Drainage Area Which is Addressed in Lagoon Design
O No Drainage Area or Diversions Well Maintained
liner status 0 High Potential for Leaking, No Linter, Sandy Soil, Rock Outcrops Present, Etc.
O No Liner, Soil Appears to Have Low Permeability
O Meets NRCS Liner Requirements
licatlon equipment fall to make contact
and/or Sprayfield 0 Yes O No O Unknown with representative O Yes 0 No
unavailable
comments No irrigation equipment or spray field available.

d
.0
Type of Visit O Compliance Inspection O Operation Review 0 Lagoon Evaluation
Reason for Visit O Routine O Complaint Q Follow up Q Emergency [Notification Q Other [Q Denied Access
Facility Number 26 30
Permitted [3 Certified ❑ Conditionally Certified ® Registered Date ul' Visit 2-2-200a
10 Not O erational O Below Threshold Date Last Operated or Above 'Threshold: - -9 ............
Farm Name: 11,igMrk..PorJk..Fxca.................................................................................. County: C,. m►bo.rjAad.................................... FRO............
OwnerName:.Wi Uam................................. Eftinloth .................................................... Phone No: 3.23.:32Af........................ ....... .....................................
Facility Contact: A.V iam.bircloMi........................................Title: O.Witer...
Phone No:
Mailing Address: Z 4t.Ettirc�atlx.l x�dge.Rnad.......................................................... S.teAdmartM....... ---- ......... ........................... .. 2039.1.....---......
Onsite Representative: A.wjaex............................................. ...................................... I......... Integrator: tnttepgjftdf:At........................ ...................................
Location of Farm:
S.R.1&46..(Jor.k.. Av..RdJ.............................................................................................................----......----..........................................................................................
. ® Swine ❑'Poultry [] Cattle []Horse
Design Current
Swine Capacity, Por ulation "Poultiry {
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
550
0
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
I❑ Non -Layer I
❑ Other T—
gri Current. .:,. Design Current
city Population Cattle Capacity Population
❑ Dairy
❑ Non -Dairy
Total.Uesign Capacity, 550
Total SSLW 238,150
Number of,Lagoons + r 2 Holding Ponds /,Solid Traps
Discharges & Stream Itnpacks
1. Is any discharge observed from any part of the operation? ❑ Yes ® No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. II' discharge is observed, was the conveyance man-made? ❑ Yes ® No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑ Yes ® No
c. If discharge is observed. what is the estimated flaw in gailmin? n/a
2. Is there evidence of past discharge from any part of the operation? ❑ Yes 19 No
3. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway ❑ Yes ® No
Waste Collection & Treatment
Please see attached Lagoon Field Data Sheets
x$4v �• • .�vYks ,tfR?y,"s 7aT"i,a rh s'tq' ry [+j, +Y'f�°"", '"'.if'ti, f';4,�"i
Reviewer/Inspector Name
Reviewer/inspector Signature: Date:
Printed on: 5/12/2000

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For anerohi,.. r. r,..itm..nt, Ci.vre 1 lb. hog = 1 cu. Ct. of storage for waste
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1 . 292,100 ills• !logs/Year . =55..2.92.31:00 . - , it. t:t. of storage.
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200 220 8 VI ,• 1 28.8+344.
300 .-. 60 x 8 W/ 212- : 1 SS •• 9444413'./..;:: /.: 4....7cu. ft.
1,2104th width Depth
Area Between SectiO-ns 6,400
Da•.;: ; ::, FOR HP i.•,, .tiON 385318-4: cu. fto
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.:;. ;. Ihs./d ,../1,1,) ] !,s. :•: 2929100 lbs. x :3b5 !.1:1v..; 143,522 -• Cu. ft.
1)2.4 I s./cu. rt.
- . H... c!;:, r.11..ii ifl lor waste treatment Lagoon: ' .
200 x 220 - 18,480 cu. .ft.:.
Le! ..,th Width
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ra I.,[ II ! i or tee lagoon:
‘ ' • • Y.' ) 300 x 60 .. 7,560 Cu. ft..
Width .,
). • . i c,tp.,•:: :•.... -,et-le:_: (acid .,4- 3, 4, and 5 ) --= . 169_3562 cu.
2 . (Number of times to be ...mntlied per ye:ir): .
843781 cu. ft. + 292,100 = 3769881 cue ft.
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.-- 200 x 220 25,520
L.' a..,I_II W i ILI, •
•,r 25 year storm in tee lagool':
•
-" 300 . x 60 ,
. . 10,440
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. RECEIVED
JUL•
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WATER QUALITY SECTIOM
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D. Volume of 25 year 24 hour storm 7.0 in.
Volume of"Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA \ini _ if\AqVolume = 60778 cubic feet . CflA4(C:k3Y1
ll
5E. Additional volume as follows: , 4, ",
C4Lec - r
TOTAL REQUIRED TEMPORARY STORAGE
kOli ,
5A. 47584 cubic feet 4(4 5
5B. 31436 cubic feet
5C. 36467 cubic feet
5D. 60778 cubic feet
5E. 0 cubic feet
• TOTAL 176264 cubic feet
6. SUMMARY
Temporary storage period > 180 days
Rainfall during wettest period of storage===> 21.4 inches
Evaporation during storage period > 13.0 inches
25 year- 24 hour rainfall >• 7.0 inches
Heavy rain > 7.0 inches
Freeboard > 1.00 feet
Side slopes > 3.0 : 1
Inside top length > 293.0 feet
Inside top width > 177.8 feet
Emergency spillway elevation(if planned)====> 94.00 feet
Top of dike elevation > 95.00 feet
Bottom of lagoon elevation > 83.50 feet
Top of sludge elevation > 84 80 feet
Total required volume > ` 34011A:"Ei ft
Actual design volume > 379863 cu. ft.
Seasonal high watertable elevation (SHWT)===> 89.50 feet
Stop pumping elev. > 89.50 feet
Must be > or = to the SHWT elev. > 89.50 feet
Must be > or = to min. req. treatment el.=> 89.50 feet
Min. Required treatment volume > 130550 cu. ft.
Volume at stop pumping elevation > 151365 cu. ft.
' Start pumping elev. > 92.70 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 319085 cu. ft.
Volume at start pumping elevation > 318064 cu. ft.
Required volume to be pumped > 115486 cu. ft.
Actual volume planned to be pumped > - 133302 cu. ft.
Min. thickness of soil liner when required==> 1.5 feet
7. DESIGNED BY: APPROVED BY:

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): Lagoon 1
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 9.5 inches
b. designed 25 yr./24 hr. storm &structural freeboard 26.0 inches
c. line b-line a(inches in red zone) = 16.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 114176 ft2
e, line c/12 x line d x 7.48 gallons/ft3 1174300 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 94947,6 ft3
h. current herd# 0 certified herd# 2880
actual waste produced = current herd# x line g = ft3
certified herd#
i. volume of wash water according to structural design 62726.4,ft3
j. excess rainfall over evaporation according to design 84403 ft3
k. (lines h+ i+j)x 7.48 x 30 days/line f= 183421 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12/10/2019 1.93 lbs/1000 gal.
m. ((lines e+k)/1000)x line I = 2620.4 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

PLAN OF ACTION (PoA)FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier(ID): Lagoon 1
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 9.5 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b-line a (inches within structural freeboard)= 2.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 114176 ft2
e. line c/12 x line d x 7.48 gallons/fts 177924 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 94947.6 ft3
h. current herd# certified herd# 2800
actual waste produced=current herd# x line g = ft3
certified herd#
i. volume of wash water according to structural design 62726.4 ft3
j. excess rainfall over evaporation according to design 84403 ft3
k. (lines h+ i+j) x 7.48 x 5 days/line f= 30570 gallons
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e+ line k= 208494 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA(5 Day)2/21/00

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Lagoon 1 line I = 208494 gallons
2. structure ID: line I = gallons
3. structure ID: line I= gallons
4. structure ID: line I= gallons
5. structure ID: line I= gallons
6. structure ID: line I=. gallons
n. lines 1 +2+3+4+5+ 6= 208494 gallons
o. line n/27154= 7.68 acre-inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1'2
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p.tract# q. field# r. soil type s. crop t.acres u.remaining v.maximum w.maximum
IRR-2 PAN application rate application
balance (in/hr) amount(inches)
• (lb/acre)
7 NoA Corn 5.07 116 0.5 1
8 NoA Corn 4.68 116 0.5 1
9 GoA Corn 1.86 133 0.5 1
•
x.total acres available during 5 day draw down (sum of column t)= 11.61 acres
IV.FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA(t.Day)2Ii�lin/uUe o = 0.66 inches per acre to be applied within 5 days

line x
If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul,depopulation, herd reduction, etc. For pump& haul and herd reduction options,
recalculate new hydraulic load based on new information.
Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field;does irrigation
equipment mar down in field; "trafficability"across soils; will soils absorb application without runoff, etc.)
2. Date and amount of last rainfall event?
DATE: AMOUNT: inches
3. Dates of last waste application event per field:
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line"n"at appropriate seasonal (i.e. winter) application rates within 5 days?
5. Irrigation schedule for next 5 days-include daily schedule; proposed application rates and amounts
per irrigation event; changes made in gun sizes, nozzles,"o"rings, operating time, travel speed, etc.to
meet proposed changes in application rates and amounts; and any other information for consideration.
PoA(5 Day)2/21/00

Site Requires Immediate Attention: Xl�
Facility No.
DIVISION OF ENVIRONMENTAL MANAGEMENT
ANIMAL FEEDLOT OPERATIONS SITE VISITATION RECORD
DATE: 1995
Time: �l
Farm Name/Owner:
Mailing Address: —
County:
Integrator:_ Phone:
On Site Representative: Phone:
Physical AddresslLocation:_�1
Type of Operation: Swine _�,z Poultry Cattle
Design Capacity: 117 he- Number of Animals on Site:
DEM Certification Number: ACE DEM Certification Number: ACNtW
Latitude: Longitude: "
Circle Yes or No
Does the Animal Waste Lagoon have sufficient freeboard of 1 Foot + 25 year 24 hour storm event
(approximately I Foot + 7 inches) Yes or No Actual Freeboard- 2 Ft. Inches
Was any seepage observed from the la oon(s)? Yes o i�b Was any erosion observed? Yes or No
Is adequate land available for s ray? Ye or No Is the cover crop adequate? Yes or No
Crop(s) being utilized: ,
Does the facility meet SCS minimum
criteria? 200 Feet from Dwellings? Yes
100 Feet from Wells? es or No
Is the animal waste stockpiled within 100 Feet of USGS Blue Line Stream? Yes or No
Is animal waste land applied or spray irrigated within 25 Feet of a USGS Map Blue Line: Yes or No
Is animal waste discharged into water of the state by man-made ditch, flushing system, or other
similar man-made devices? Yes or N�o If Yes, Please Explain.
Does the facility maintain adequate waste management records (volumes of manure, land applied,
spray irrigated on specific acreage with cover crop)? Yes oro l�o
Additional Comments:
AAU� 4,��
Ins or ame
Signature
cc: Facility Assessment Unit Use Attachments if Needed.

In
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