710100_HISTORICAL_20171231

NUH I H UAH,..)LINA
Department of Environmental Qual

aDl3oiti51 v
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): JCraig King K9 Fin 71-100
2. Current liquid volume in 25 yr.124 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/W
3. Projected volume of waste liquid produced during draw down period
13.0 inches
20.0 inches
7.0 inches
76,436 ftz
333516 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 330480 ft3
h, current herd # 1400 certified herd #1 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 2/25/2013
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)
160650 ft3
® ft3
37.188 ft3
246638 gallons
1.43 Ibs11000 gal.
829.6 lbs. PAN
PoA (30 Day) 2121/00

0
6
11. 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: Craig King K9 Fin 71-100
line m = 829.6 lb PAN
2,
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line rn =
lb PAN
6.
Structure ID:
line rn =
lb PAN
n. lines I + 2 + 3 + 4 + 5 + 6 = 829.6lbPAN
Ill. 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
2 PAN balance
(Ib/acre)
t TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u, application window'
6785
1
Double Cropped Sob
6.20
152.00
942.4
June -Sept
2
"
6.20
152.00
942.4
"
3
"
6.20
152.00
942A
"
'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) = 2827.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 829.6 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section lll) = 2827.2 lb. PAN
y. Overall PAN balance (w - x) _ -1998 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.
Buddy King came to the office on July 9, 2013 to report that he had a high lagoon. Information was received to
complete the POA on July 9, 2013. POA completed by Jason Turner PSWCD Techn.
Grower has option to transfer to other lagoons or bermuda hay fields in Duplin County. Transfer records
will be kept when these options are used to bring lagoons into compliance.
PoA (30 Day) 2/21/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: �_7LI 100 �
County: Pender
Facility Name: King Farms K-9
Certified Operator Name: Vincent Craig King, J Operator Number:
16376
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 Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
K-9
18
2. Check all applicable items
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.
x 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. Bolume 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 fro 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: 1/1912010
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.
Vicent Craig King Phone:
Facility Owner/Manager (print)
Date: 1119/2010
Facility O er/ Manager (Nature)
(Lftu (%.
i�

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: K-9 Lagoon
line rn =
526.7 lb PAN
2. Structure ID:
line m =
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
in. lines 1 + 2 } 3 + 4 + 5 + 6 = 526.7 lb PAN
Ill. 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:
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u, application windowT
T6785
2
Small Grain
6.20
50.00
310.0
Sept - April
T6785
3
Small Grain
6.20
50.00
310.0 1
Sept - April
`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) = 620.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 526.7 lb. PAN
PoA (30 Day) 2121/00

S
x. Crop's remaining PAN balance (line v from section 111) = 620.0 lb. PAN
y. Overall PAN balance (w - x) = -93 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
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21/00

PLAN OF ACTION (RDA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure NamelIdentifier (ID): K-9 —Lagoon
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker
18.0 inches
b. designed 25 yr.i24 hr. storm & structural freeboard
F777j9.0 inches
c. line b - line a (inches in red zone) =
1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
104261 Jft2
e. line c112 x line d x 7.48 gallonslfl3
64989 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 388800 ft3
h. current herd # 1500 certified herd #1 2280
actual waste produced = current herd # x line g = 255789 ft'
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 1 7/22/2009
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21100
®f t3
F--76—i-691 ft3
413842 gallons
1.10 Ibs11000 gal.
526.7 lbs. PAN

• NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 29, 2010
CERTIFIED MAIL # 7006 2760 0003 3528 9271
RETURN RECEIPT REQUESTED
Mr. Vincent Craig King
Vincent C. King K-9
126 Garland King Road
Teachey, NC 28464-9736
Subject: Notice of Violation
Case # NOV-2010-PC-0081
Vincent C. King K-9
Facility Number: 7 1 -100
Pender County
Dear Mr. King:
This is to notify you of a violation of Swine Waste Management System State General Permit
AWG100000 issued on October 1, 2009 under Certificate of Coverage AWS710100.
On January 15, 2010, Ms. Amanda Gaines from the Wilmington Regional Office of the Division of
Water Quality and Mr. Will Burke from the Wilmington Regional Office of the Division of Soil and
Water Conservation responded to a complaint about your animal operation and the animal waste
management system serving your operation.
The following violation to State General Permit AWG100000 was documented:
1. Discharge and Runoff
Mr. Buddy King was notified by telephone that we would be onsite. When we arrived onsite, we
C noted that the irrigation reel had been spraying into a low area that drains into a ditch. Also, the
irrigation gun had a weld rupture and animal waste was dumped onto the field and was draining
into the ditch.
This is in violation of Condition No. II. 5 of the General Permit that states, "In no case shall land
application rates result in excessive ponding or any runoff during any given application event."
Wilmington Regional Office One
127 Cardinal Drive Extension Wilmington, NC 28405 NorthCat-olina
Phone: [phone] i 5 / FAX: 9 i 0-350-2004
Internet: w%vw.ncwateraualiIy.o{g AatuiNally
An Equal Opportunity/Affirmative Action Employer Customer Service 1-877-623-6748
50% Recycled/ 10% Post Consumer Paper

Mr. Vincent Craig King
Notice of Violation
71-100
January 29, 2010
Page 2 of 2
The following information must be received by the Wilmington Regional Office, Division of Water
Quality within 15 working days of the receipt of this notice.
Response requirements are listed as follows:
a. A written explanation of the violation.
b. A written description of the actions to be taken to prevent a recurrence.
You may wish to contact your County Soil & Water Conservation District Office, County Extension
office, a qualified technical specialist, and/or a professional engineer for any assistance they may be able
to provide.
It should be noted that Mr. King had his employees damming the flow of animal waste before we
arrived and was already starting to pump the animal waste out of the ditch before we left. We returned
on January 19, 2010 and Mr. King had pumped all visible animal waste out of the ditch.
If you have any questions concerning this matter, please do not hesitate to call Ms. Amanda Gaines from
the Wilmington Regional Office at 910-796-7327.
Yo very truly,
Charles F. Stehman, Ph.D., P.G.
Environmental Program Supervisor III
Attachments
cc: Jason Turner, Pender County Soil and Water Conservation District
Kraig Westerbeek, Murphy -Brown LLC
Will Burke, DSWC-WiRO
APS Central Files
DWQ Wilmington Animal Files 71-100
SAWQSIANINIALSWENDEW2010M-100NOV

5Z�4'
126 GARLAND KING ROAD
TEACHEY, N.C. 28464
910-285-2692
February 09, 2010
NCDENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Notice of Violation
Case ## NOV-2010-PC-0081
Vincent C. King K-9
Facility dumber: 71-100
Pender County
Dear Sir:
BY:
FEB 12 2010
On January 15, 2010, I was notified by Mr. Will Burke and Ms. Amanda Gaines
that they would'be responding to a complaint at the K-9 Finisher.
I arrived at the site to find the reel had been pulled out too far and
was spraying in a low area. Also, the irrigation gun had a weld split and
was dumping too much lagoon water in one spot; therefore, the lagoon water
was draining into the ditch. My.,emplayees;had already begun to block the
ditches so it could not escape. We proceeded to pump all water out of the
ditch and low areas.
To prevent this from happening in the future, I discussed the importance
of this with my elployees. We will install a boundary flag to.determine how
far out to pull the reel. Also, we spent same time on how to inspect the equip-
ment before it is used.
I would like to thank Ms. Amanda Gaines and Mr. Will Burke for their help,
understanding and professionalism.
We will try very hard to prevent this from happening again.
Yours very truly,
Craig King, Jr.
cc: file

U.S. Postal Ser�ice��.,
CERTIFIED
MA1LTr, RECEIPT
( fI 7te5t1C Mai! Only;
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For delivery Information
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PS Form 3800. August 2005 See Reverse for Ins,ruc,ions

-41 Environmental Chemists, Inc.
i FPO,' . 6602 Windmill Way • Wilmington, NC 29405
[phone] (Lab) • [phone] (Fax)
710 Bowser -town Road • Manteo, NC 27954
[phone]
ANALYTICAL & CONSULTING
CHEMISTS NCDENR: DWQ CERTIFICATE #94. DLS CERTIFICATE #37729
Customer:
NCDENR-DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Joanne Steenhuis
REPORT OF ANALYSIS
Date Sampled: 01/15/10
Sampled By: Amanda Gaines
WATER:
Date of Report: January 19, 2010
Purchase Order #:
Report Number: 10-485
Project: K-9 C)[�:_t-VnID
FEB 0 8 2010
PARAMETER
Sample ID
Downstream
Source
Date
Analyzed
LabtD
#1214
#1215
Fecal Coliform,
Colonies1100 mL
37 est.
57,000
01/15/10
SM 9222 D
Comments:
;�I-.,
Reviewed by: 4aavu

ENVIRONMENTAL CHEMISTS, INC aF OFFICE: 0IIWayWiI-392-0223 Fin 914-392-na24
Analytical & Consulting Chemists NCDENR: DWG CERTIFICATION # 94 NCDHHS: TZLS CERTIFICATION # 37729
COLLECTION AND CHAIN OF CUSTODY ! O -
CLIENT: PROJECT NAME:__]C'9-- - _ REPORT NO:
ADDRESS
CONTACT NAME: AnnANW C- PO NO:
REPORT TO: PHONEIFAX: qJ() - 3 SCE " aooy
COPY T0: E-MAIL: Qn 6c�- - ga+ neS�P nccAen�; �o
Sampled By:( SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other-,
Sample Identification
Collection
r
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E ,
W p
0.
r
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cs
m
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PRESERVATION
ANALYSIS REQUESTED
Date
Time
TempS
z
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NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlo►lnated (0.2 ppm or lose) In the field at the time of collection. See reverse for Instructlons
Transfer
Relinquished By:
DateMme
Received By:
DatefTime
i.
2.
- Temperature wtAn Received: Y' Accepted: Rejected: Resample Requested:
Delivered By: _,,, - _-_-_ -- __-_ Received By: Date: D Time: J Comments: TURNAROUND: TURNAROUND:

.�` ENVIRONMENTAL CHEMISTS, INC Way Wilmington. NC 28405 6602 Windmill Wa Wi
�••.. OFFICE: 910.392-0223 PAX 910-392-4424
Analytical d Consulting Chemists NCDENR: DWQ CERTIFICATION 9 94 NCDHHS: DLS CERTIFICATION tt 37729
COLLECTION AND CHAIN OF CUSTODY
CLIENT: DC 1� +IrZ - D �C� PROJECT NAME:_ � �_� � REPORT NO:
ADDRESS: CONTACT NAME: Arn QA IPA PO NO:
REPORT TO: PHONETFAX: C J)b ` 3 so _
COPY TO: E-MAIL: GO -an r1Cdenf cam
Sampled tly:
SAMPLE
TYPE. I = Influent,
E = Effluent, W = Well, ST = Stream, 50 = Soil, 5L = 51vage, Uthef;
Sample Identification
Collection
EUj
vs
6
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g 8
0 a
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0`
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m
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PRESERVATION
ANALYSIS REQUESTED
Date
Time
Temp
z
z°
s
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O
s
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W
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acov51( Ce �
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NOTICE - DECNLORINATION: Samples for Ammonia, TKN, Cyanide, Phenol and Bacteria must be dechlorinatad (0.2 ppm or less) In the field at the time of coliectlon. See reverse for instn►ctlons
Transfer
Relinquished By7
Daterrime
Received By:
Datertime
1.
2.
Temperature w n Received: _ S?r Accepted: Re ected: Resample Requested:
Delivered By: . _. Received By: C:7.� Date: O _ Time- �_ S
Comments: TURNAROUND:

P
envirochem
SM
ANALYTICAL & CONSULTING
CHEMISTS
Customer:
NCDENR-DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Joanne Steenhuis
Date Sampled:
Sampled By:
WATER:
01/15/10
Amanda Gaines
Environmental Chemists, Inc.
6602 Windmill Way - Wilmington, NC 28405
[phone] (Lab) - [phone] (Fax)
710 Bowsertown Road - Manteo, NC 27954
[phone]
NCDENR: DWQ CERTIFICATE #94. DLS CERTIFICATE #37729
REPORT OF ANALYSIS
Date of Report: January 19, 2010
Purchase Order #:
Report Number: 10485
Project: K-9
PARAMETER
Sample ID
Downstream
Source
Date
Analyzed
Lab ID
#1214
#1215
Fecal Coliform,
Colonies1100 mL
37 est.
57,000
01/15/10
SM 9222 D
Comments:
Reviewed by: L 94�1 ::�I, 6=

F7�
AnaMical 8 ConsuRina Chemists
ENVIRONMENTAL CHEMISTS, INC 6602 Windmill Way Wilmington, NC 28405
NCDENR: DWQ CERTIFICATION aX 94 NCD#iHS: DLS CERTIFICATION # 31729 OFFICE: 910-392-0223 FAX [phone]
COLLECTION AND CHAIN OF CUSTODY
CLIENT:_ C1V� - DC� _ _ PROJECT NAME: )14� _9 REPORT NO:
ADDRESS: CONTACT NANIE:_QMANC C i_ 1x1jC-S PO NO:
REPORT TO: - PHONEIFAX-
COPY TO: E-MAIL: arf an - a; ncs@ /)cc3ertc; gcp
Sampled By:
SAMPLE
TYPE: I = Influent,
E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other:
Sample Identification
Collection
d
E
a i
it t?
_
o
s'
o W
; 2
PRESERVATION
ANALYSIS REQUESTED
Date
Time
Tam
$
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4
W
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�5 aC A'`~
J5la
13'�S
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NOTICE - DECHLORINATION: Samples for Ammonia, TKN, Cyanid@, Phenol and Bacteria must be dachlo m tod 10.2 ppm or less) In the field at the dme of eotlection. See reverse for InslN o"s.
Transfer Relinquished
Date/Time
Received B :
Daterrime
i.
2.
Temperature w�lAjn Received: - Yr Accepted: —Rejected: Resample Requested:
Delivered By: L n"A Received By: U✓tirl�� Date: l _�� `L� Time: S'15
Comments: - TURNAROUND:
'• s

rll— lck-D
PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
Craig King K-9 Finisher
S.R. 1313; Pender County
910-285-2692
Feeder - Finish
1440
RFCD APR 0 9 2009
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste
should be analyzed before each application cycle. Annual soil tests are strongly encouraged
so that all plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leachirig potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when
it is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems. .
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.
RECEIVED ! DENR ! DWQ
Page 1 Aqui#Pr Prntertinn Section
APR 0 3 2009

1,"0 animals X 12 (tons) waste/animallyear =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
1,440 animals X ZI lbs. PAN/animal/year =
Guide Std. 633)
2,736 (tons) waste/year.
3,312 Ibs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
1,2,3
LS
Soybeans
1521
36.201
5502.4
1,2,3
LS
Com
150
36.20
5430
1,2,3
LS
Cotton
96
36.20
3475.2
'* OPTIONAL"
0
Small Grain
50
36.20
1810
0
0
0
0
0
0
0
Total 1 35.201 3,475.20 1
*This N is from animal waste only. !f nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yfeld expectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastem'counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2))
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
See footnote for Table 1
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 36.201 3,476
Table 2 0.00 -
Total 36.20 3,475
Amount of N Produced 3,312
Surplus or Deficit (163)
NOTE. The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr Amount In.
1,2,3 Ls Row Crops 0.4 .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 8 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation 'see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: Grower may plant any of the crops listed on the fields shown in a
given calender year. Nutrients applied to small grain may be deducted from the beginning _
PAN balance of the following crop and disked in a green manure.
Page 4

REQUIRED SPECIFICATIONS
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 which reaches surface water is prohibited.
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 waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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 Borth Carolina" for guidance.)
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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
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 Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
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.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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 courses no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
{got be discharged into, the animal waste management system.
Page 6

REQUIRED SPECIFICATIONS
(continued)
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 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.
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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
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.
Page 7

Name of Farm: K-9 Finisher - Craig King
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Craig King
(Please print)
Signature: s or,Date:
Name of Manager (If different from owner): -
Signature: FZ 5, Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Rose Hill, NC 28458
oe
Signature: Date: Io- al
Page 8

o�0 VdATIZ? Michael F. Easley, Governor
William G. Ross jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 26, 2005 RECEFVT D
Vincent C. King AUG 3 0 CUll�
Vincent C. King K-9
126 Garland King Rd. BY:
Teachey, NC 28464
Subject: Certificate of Coverage No. AWS710100
Vincent C. King K-9
Swine Waste Collection, Treatment,
Storage and Application System
Pender County
Dear Vincent C. King:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on March 4, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Vincent C.
King, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS710100, which expired October 1, 2004,
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Vincent C. King K-9, located in Pender County, with an animal capacity of no
greater than an annual average of 1,440 Feeder to Finish swine and the application to land as specified
in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows maybe replaced by gilts at a
rate of 4 gilts for every 3 sows.
The COC shall be effective from the -date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay, careful attention to the record keeping
and monitoring conditions in this permit.
!l✓aaro'
ntu=
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer service
Internet: httpJlh2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone]
Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recydedl10% Post Consumer Paper

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact Keith Larick at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all ce's)
Wilmington Regional Office, Aquifer Protection Section
—Pender County Health Department
Pender County Soil and Water Conservation District
APS Central Files (Permit No. AWS710100)
AFO Files

Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per.NRCS standards a 100 foot separation shall be maintained between water supply wells and any
lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-2.15.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
- Water Quality Staff may be reached at [phone]. If you need additional information -concerning -
this COC or the General Permit, please contact Duane Leith at [phone] ext. 370.
Sincerely,
v
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Wilmington, Regional Office, Water Quality Section
Pender County Health Department
Pender County Soil and Water Conservation District
Permit File AWS710100
NDPU Files

O� W A TF Michael F. Easley, Governor
a RQ William G. Ross Jr., Secretary
�O G North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
'i Division of Water Quality
0 �
May 1, 2003
Vincent Craig King
Vincent C. King K-9
126 Garland King Road
Teachey, NC 28464
Subject: Certificate of Coverage No. AWS710100
Vincent C. King K-9
Swine Waste Collection, Treatment,
Storage and Application System
Pender County
Dear Vincent Craig King:
On April 28, 2003, the North Carolina General Assembly ratified Senate Bill 733 which directs the
—Division-of-Water Quality (Division) -to extend the expiration date of the Swine Waste Operation General
Permit AWG100000. Therefore, the General Permit has been re -issued by the Division to extend the
expiration date to October 1, 2004. During the period of this extension the Division will be working with
all interested parties on the development of a new version of the Non -Discharge General Permit.
In accordance with your application received on March 3, 2004 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Vincent
Craig King, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS710100 which expired on April 30, 2003.
This approval shall consist of the operation of this system including, but not limited to, the management
_ - —of. animal -waste- from. the. Vincent C. King K-9, located. in Pender County, with an animal capacity of no
greater than an annual average of 1440 Feeder to Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until October 1, 2004. Pursuant to this COC, you
are authorized and required to operate the system, in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information trust be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow onnumber of animals.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any.property rights in either real or personal property. ��
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]o48
Customer Service Center Telephone [phone] - - —
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

PRODUCER
LOCATION
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
Craig King K-9 Finisher
S.R. 1313; Pender County
910-285-2692
Feeder - Finish
1440 in
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste
should be analyzed before each application cycle. Annual soil tests are strongly encouraged
so that all plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when
it is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the Environmental Management Commission.
Page 1

. _4L
1,440 animals X -U (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
1,440 animals X 2�1 lbs. PAN/animal/year =
Guide Std, 633)
2,736 (tons) waste/year.
3,312 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Tract Field �4 Soil
# No. Type
Table 1: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N Month of
Per Acre Utilized Application
OPTIONAL"
Total 36.20L 3,475.20 1 V
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield x tation_
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
. Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 36.20 3,475
Table 2 0.00 - /
Total 36.20 3,475 v
Amount of N Produced 3,312
Surplus or Deficit (163)
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Field Soil Type
No,
Application of Waste by Irrigation
Crop
Application
Application
Rate (In/Hr)
Amount (In.)
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION; HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: Grower may plant any of the cro s listed on the fields shown in a
given calender year. Nutrients applied to small grain may be deducted from the beginning
PAN balance of the following crop and disked in a green manure.
Page 4

REQUIRED SPECIFICATIONS
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 which 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 waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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.)
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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
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.
0 Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
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.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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 courses 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.
Page 6

REQUIRED SPECIFICATIONS
(continued)
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 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.
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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
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.
Page 7

•
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: K-9 Finisher - Craig King
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Craig King
(Please print)
Signature:_7Z Date: /9 - a
Name of Manager (If different from owner): yti t , 6,
1.3
Signature: - Date: A4-/s
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Signature:
Rose Hill, NC 28458
Page 8

State of North Carolina
Department of Environment�`�,l�f�
and Natural Resources'
Division of Water Quality
JGN 0 3 2000
i
Fames B. Hunt, Jr., Governor !:
Bill Holman, Secretary
Kerr T. Stevens, Director
Vincent Craig King
Vincent C. King K-9
126 Garland King Road
Teachey, NC 28464
Dear Vincent Craig King:
11kT ?0
dM
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 71-100
Pender County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludgestresiduals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY I, DRY2, DRYS, SLUR I, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections_ Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerel
r
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Pender County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity AMrmative Action Employer 50% recyded110%a post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
June 26, 1998
Vincent Craig King
King Farms
126 Garland King Road
Teachey, NC 28464
1 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Reissuance of Certificate of Coverage
No.AWS710100
King Farms
Swine Waste Collection, Treatment, Storage and
Application System
Pender County
Dear Vincent Craig King:
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on May 19, 1997. In accordance .with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Vincent Craig King, authorizing the operation of the
subject animal waste collection, treatment, storage and land application system in accordance with
General Permit AWG100000. This approval shall consist of the operation of this system including, but
not limited to, the management of animal waste from the King Farms, located in Pender County, with an
animal capacity of no greater than 2880 Feeder to Finish and the application to land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
COC No AWS710100 dated May 19, 1997. The COC shall hereby incorporate by reference any specific
conditions of the previous COC issued to this facility. The purpose of this COC is to allow coverage
under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition II.10 regarding tree removal from lagoon embankments, Condition III.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition III.6
regarding notification requirements for system failures, spills and emergencies. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
.the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

r + +
Certificate of Coverage AWS710100
King Farms
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Katharine Keaton at [phone] ext. 533.
Sincerely,
L
for A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Pender County Health Department
Wilmington Regional Office, Water Quality Section
Pender County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 17, 1997
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Vincent Craig King
126 Garland King Road
Teachey, NC 28464
Subject: King Farms
COC No. AWS710100
Pender County
Dear Vincent Craig King:
The subject facility was issued a Certificate of Coverage (COC) on 5/19/97 authorizing the
operation of the animal waste collection, treatment, storage, and land application system in accordance
with General Permit No. AWGI00000. On Aug. 27, 1997 Governor Hunt signed into law the Clean
Water Responsibility Act. The Clean Water Responsibility Act included several changes to the Swine
Farm Siting Act (Siting Act) including the requirement that all set back distances be met for any swine
lagoon or swine house for. which construction commences on -or after the effective date of the Clean Water
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, it required the set back distances
be met at the time the swine house or lagoon was sited. The change in siting requirements may apply to
your farm since construction may not have commenced by the effective date of the Clean Water
Responsibility Act.
Your farm was permitted prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not ip
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or comments concerning this matter, please contact me at (919),733-
5083 extension 540.
Sincerely
m n,i.*"E., l ii� irvisor
Non -discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment, Health and -Natural Res EECF1 D
Division of Water Quality MAY 21 1997
Non -Discharge Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR, USE AS AN ORIGINAL) By.
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date.
I. REQUIRED ITEMS CHECKLIST
Please indicate that you'have included the following required items by signing your.initials in the space provided next to each
item.
II
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
held locations where animal waste is disposed;
3. Three copies. of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part II (Certification of Design Items A-F). If the facility does not have Part II of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations:
4. Three copies of the Animal Waste Management Plan (AWMP) used for facility design.
GENERAL INFORMATION:
1. Farm's name; KING FARi•1S
2, Priat Land Owner's name: Vincent Cram Kin
3_ Mailin- address 126 Garland lCing Rd.
b —
City: Teachey
State: �'C Zip:
Telephone Number: ( 91Q } �285-2692
Count; where fa.-m is Ioc t d - I'Ei"� — --- ---- -- ---
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the Iocation of the farm identified): Take d�-y. 1 t 7_ South from fa11_ac e_ for 4
miles, turn right on S.R.\o. 1314, go 1.3 nile, turn left an S.R.\o. 1313: site 0.7mi1e
on Ie
6. Print Farm Manager's name (if different from Land Owner):
t,
7_ Lessee's / Integrator's name (if applicable; please circle which. type is listed):
FOR_NI: AWO-G-NE 3/21/97 Page 1 of 3

3
III. OPERATION INFORMATION:
1. Farm No.: 6783 (county number); (facility number).
2. Please complete the table below as it applies to your facility using the certified design capacity- The "No. of Animals"
should be the maximum number for which the waste management structures were designed
LU of Swine No. of Animals Tvoe of PouLay No_ ofAnirnWs Type of Curie No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 2880 �^ 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Tudccy
0 Farrow to Feeder (# sow)
0 Farrow to Finis"(.sow)
Other Type of Livestock on the farul: None No. of Animals
3. Acreage cleared and available for application: 91.3 ;Required Acreage (as listed in the AWMP): 36.2
4. Number of Lagoons: 1 ; Total Capacity: 865250 Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
S: Are subsurface drains present within 100' of any of the proposed application fields? "YES or (please circle one)
6. Are subsurface drains.present in the vicinity or under the proposed lagoon? YES or NO (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 9/30196
What was the date that this facility's land application areas was sited? 9/30 96
I V . A LICANT' CERTIFI ON:
I(Land Owner's name listed in question 11.2), attest that
this application for (Farm name listed in question H.1)
has N-en reviewed by me and is accurate and complete to the Listof my kuow•ledre. I understand that if ail required parts of this
application are not completed and.that if all required supporting infoi-melon and araclimems are not included, this application package
will be returned-o me as incom fete.
Signature . -_ 7"l ct�ot. � � j•c-'� �J"/ _Date -
V . MANAGER'S CERTIFICATION: (c,,plcw oniv if di;;rrcnt horn the Land Owner)
1, Olaimgef s name l]stcd m quesr!on fl_5), an, -sr Lla: '.<::�
application for (Farm name listed in question It.i)
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 iniormation and anachments are not included, this application packa'H
will be returned as incomplete.
Si -nature Darr
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING II TFORINIATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE SOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3

DIVISION .OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Bud w
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone] -
)son Moore
Bladen - Richmond
Cumberland Robeson
Harnett Sampson
Hoke Scodand
Montgomcry
Winston-Salern Regional WQ Supervisor
58j WauQhtown Street
Winston-Salem, NC 27107
(910) 771-4EQ0
Fax (910) 77 l -d6'- 1
Alamance
Rockingham
Alleshanv
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Wataugoa
Davie
Wilkes
Forsyth
Yadkin
Guilford
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort }ones
Berrie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
(704)' 663-1699
Fax [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
iredell
Raleigh Regional WQ Supervisor
3800 Barrett Dr_
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
ti FORM: AIVO-G-NE 3/21/97 Page 3 of 3

F�
- o
W D U L I N
o WALLACE j
ti h' POP.2,285 z
a 1
Rock Fish
'
r AJ O H E S
`r
1500�--
KING FARMS
OWNER: CRAIG KING
S. R.1-'No. 1313
PENDER COUNTY, NC

C©�y
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR,. USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part H, must be -included'
with this application prior to the application being accepted as complete..rn
Application Date: 4- Z 9 - `2
I. REQUIRED ITEMS CHECKLIST rctc
Please indicate that you'have included the following required items by signing your -initials in the space provided nexg eadi:9
item. " x
Aimlicants'tial s
1. One completed and signed original and two copies of the application for General Permit - �/d
Animal Waste Operations;
2. Three copies of a general Iocation map indicating the location of the animal araste facilities and
field locations where animal waste is disposed;
3. Three copies. of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part H (Certification of Design Items A-F). If the facility does not have Part E of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations_
4. 'Three copies of the Animal Waste Management Plan (AWMP) used for facility design.
II. GENERAL INFORMATION:
1.' F'arm's name; KING FARMS
2. Print Land Owner's name: Vincent Craig Kin¢
3. ' Mailin; address: 126 Garland King Rd.
City: Tee=chey State: ING lip:
Telephone Nunibcr: ( 910 } _ 285-2692
4. Count; .v ere , rn1 is loca,.rd: _ PENDER
28!-. 6/1
V(_7 /�
5. Farm Location (Directions from nearest major highway_ Piease include SR ntimbers for state roads. Pleasc include a copy
of a county road map with Lb.- location of the farm identifiied): Take Hwy. 1.17 south from 14allace For A
miles, turn right oa S.R.No. 1314, go 1.3 [Wile, turn left on S.R.No. 1313: site 0.7mile
6. Print Farm Nlanager's name (if different from Land Owner):
7. Lessee's / Integrator's name (if applicable; please circle which. type is listed):
on left
FORM: AWO-G-NE 3/21/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: 6783 (county number); (facility number).
2. PIease complete the table below as it applies to your facility using the certified design capacity. The 'No. of Animals"
should be the maximum number for which the waste management structures were designed
1
T= of Swine No. of Animals L= Qf PoUlux No, of Animals T= of Cattle No. Qf Animals
0 Wean to Feeder 0layer 0 Dairy
0 Feeder to Finish 2880 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkry
0 Farrow to Feeder (# sow)
0 Farrow to Finish (#.sow)
Other Type of Livestock on the farm: None No. of Animals-
3. Acreage cleared and available for application: 91.3 ;Required Acreage (as listed in the AWMP): 36.2
4. Number of Lagoons: 1 ;Total Capacity: 865250 Cubic Feet (0)
Number of Storage Ponds: ; Total Capacity: Cubic Feet (ft3)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or ®O (please circle one)
6. Are subsurface drains.present in the vicinity or under the proposed lagoon? YES or NO (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 9/30 96
What was the date that this facility's land application areas was sited? 9/30/96
I V . AP LICANTz
CERTIFI ON:
(Land Owner's name listed in question II.2), attest that
this application for �i �_W Q2:�1 _ (Farm name listed in question H.1)
has irn rc iewed by me and is accurate and complete to the 1=-_i[ o [IIv know I underst: nd dia: if all required pans of this
application are not. completed and that if all required supporina i�uora atio❑ and attachments are not included, this application packag::
will bz returned to me as i/nco� ete. //�/ ( 7
51�n2Rr ! i - - % 'L ✓ill % i c l C / }�t1 Datn % J G' `
` 1
V . lIANAGER'S CERTIFICATION: (comp!-,:_- or,i,, if diffcrcnt from the Land 0-ricr)
I, (`.tanager's nwr -,lisle in question II.6), attest that this
application for (Farm name listed in question I1.1)
has b?en rr iewed by me and is accurate and complete to the hzst oL 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 retumed.as incomplete.
Si�iiatu r_
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SIJTPORTING 11\,TORtiIATION AND MATERIALS,
SHOULD BE SENT TO Th'E FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
-_� POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FWCNI<: AWO-G-NE 3/21/97 Pave 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Washington Regional WQ Supervisor
943 Washington Square Mail
Washington, NC 27989
[phone]
Fax [phone]
Beaufort )ones
Berne
Lenoir
Camden
Martin
Cbowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
y,..)son Moore
Bladen Richmond
Cumberland Robeson
Harnett Sampson
Hoke Scotland
Montgomer,:
Winston-Salem Regional WQ Supervisor
585 WauQhtown Street
Winston-Salem. NC 27107
(910) 771=1,6)0
Fax (910) 771 -;631
Alamance
Rockincham
Alleahanv
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Wataufa
Davie
Wilkes
Forsyth
Yadkin
Guilford
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Lincoln
Cabamrs
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
ireci�:ll
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warn
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM_ ANVO-G-NE 3/21/97 Page 3 of 3

� a., D U I N
Q{CIO I WALLACE
U I
1 IPOP, 2,285 z LO
crook,, I zuj
n
. —�•
Ruck -✓`� •�✓' 1 1`,r ; _ FO
Ce
1305 1307 11 `y�.S Rock . Fish
a 1305 FPS' 1 350 1 1 x)0 % % ��+, *{f
t .d 4 Gt�u -a 1v 1500
\3 '� 1353 1309 • CORNER
130G
1341 `! � COASTAL �WS 1501
1oa1 1307 PLAITS AGR. CASTEEN
- a EXP. NATION 1 • 1501 1
Sunnyside 1.1 13 1ASHAMl1 ,7
ry 6 l _ 130B 1 131'3� 09 1
I;y 1149?�
1306 `r j� - 6 �+;R fiAM
MQLAMB-- �``' io41 i$p 'ORICE
CITGO "-�`!�' WTard WILLARD
MATTHLW5 pry 1001 SAM p 1314 eH,ARREL
DILLARDS;/ 1313 �SPAD
1324 1325, t.3
O 13.22 1 452 1321
VZ1EL5 H,
,1
8 1123IV
1325 1326 `� '4 0 STRAW
'0 \ P1GpORD 1.315
FqS\ lr 5 1325, 5 1 321 V 82 1.313 ! `
Q WALKER KING FARMS
Q �. 1124
- 1316 •�
pEtA0E.RLf_A 1319OWNER: CRAI GKING
�erZ21o�fJS� .5 132d! 1313 ? S. R.! No. 1313
c I� 1319 1354. PENDER COUNTY, NC
1315
1333 � V 1326

e 0/X
Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existin or 'ev or . ' 'Ex anded { lease circle one} ` `.
General Information:
Name of Farm: KING FARMS Facility No: --
Ow ner(s) Name: Vincent Craig - King Phone No: 910-285-2692
e'
Mailing Address: 126 Garland Kim Rd, Teachey, _NC 28464
Fang Location: County Farm is located in: PENUER -.•. .
Latitude and Longitude: 340 40' 07" / 770 57' 49" ,
at 3oo
Please attach a copy of a county road map with location identified and describe below (Be specific: rid �r�
names, directions, milepost, etc.): Take U_ S. Hwy. 117 south from Wallace for 4 miles, Arn?�
right on S. R.. No. 1314 and go 1.3 miles, turn left on S. R. No. 131.3 and go 0.7 ilt 3
site on the left. t
Operation DescriRtion_
Type of S►rine No. of Animals
3 Wean to Feeder
90�eeder to Finish 2880
ZI Farrow to Wean
3 Farrow to Feeder
ZI Farrow to Finish
.Type of Poultry No. of Animals Type of Cattle
Z3 Layer 0 Dairy
❑ Pullets 1 Beef
No. ofAnimals "'""
Ocher Type of Lit-estock Number of Animals:
F.Ypanding - Operation
`Previous.Design
Capacity=
AddchonalDesign GapacIt)T:
r
Total Design.- Capacity -
Acreage Available for Application: 91.3 Required -Acreage: - 36.2
Number of Lagoons / Storage Ponds : I Total Capacity:--865250 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Nlanaoer :agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand [he operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Manazcment before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Nawral Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to ,rnplementation. A change in land ownership
requires %vritten notification to DE:% or a new certificat on (if the approve plan is changed) within 60 days of a title transfer.
Name of Land�ON%_ner : 'If',f
Signature: ��?'u�Lt
Name of Alanager(if different from
Signature:
Date:
Date:
A«'C -- January 1, 1997

Technical Specialist Certification
L Asa technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM)(
as specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following elements are included in the plan as applicable. While eaclr category designates a technical specialist who may
sign each certification (SD, SI, WUP, RC,1), the technical specialist should only certify parts for which they are technically
competent.
IL Certification _ of Design
A) Collection. Storage, Treatment System
Check the appropriate box
❑ Existing facility_ without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
O'_ New, expand ' ed or retrofitted facility(SD)
Animal waste sorage and treatment structures, such as bu Qt limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum af&Wifications.
Name of Technical Specialist (Please Print):
Affiliation- NL. P 1 A..j Anna "�
Address(Agency):,
e m
�_Phohe No.: no - z9 fa- iyZ n
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
``,tNN!!ltElif.9 .
Name of Technical Specialist (Please Print}: �fi`' `�' C�` t''° {
Affiliation:
Address(ASency): 2.6. 2,6n [G4P 14t4,tn: si:.i. ON c SZr349 ' Phone No.: 91jj - z2e,- i1ZG
Sianature:.n r� ���,. �lT ,?. �3 :Date: 41z9 121
C) Runoff Controls from Exterior Lots -
Check the appropriate box rI 1tii�'i�t'':s
❑ Facility without exterior lots (SD or WUP or RC)
This.facility does not contain any exterior lots.
❑ Facility with exterior- lots (RC)
Methods to rninirrize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by MRCS.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Aaency): Phone No.:
Sienature:
A«VC -- .Ianuar%- 1, 1997 2
Date:

D). Application and Handling. Equipment
Check the appropriate box
a Existing
or expanding facility with existing waste application ui ment {WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management. plan: (existing application equipment can,cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as -part of
the plan).
Fd New, expanded —or existing facility without existingwaste aapplication equipment for_snray
ir_ri atg ion. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
❑ New. expanded. or existing facility without existing waste application eauiament for land
spreading not using sprax irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers, �*skcttrt4utained; calibration and adjustment guidance are
contained as part of the plan). . GFi% r'
Name of Technical Specialist (Please Print):
Affiliation: M.-z-
Address(Agency):
Signature:
-•.a1nr•9•-
E) Odor Control, Insect Control. Mortality Management and Emergency Action Plan (SD.
S1, WUP, RQ or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action PIan. Sources of both odors and insects
have been evaluated with respect to this site and Best Mangy-ement Practices to Mininuze Odors and Best
e,_ t
Management Practices to Control Insects have been seleyEgd1dh in�lbil in the waste management plan. Both the
Mortality Management Plan and the Emergency Acti `tO(Sa�� aI'�e d can be implemented by this facility.
Name of Technical Specialist (Please Print):_���-
Affiliation:_
Address(Agency): tC6. -Zc,xNr" ' 4 hone No.: 9,14-?QG; tti7n
Signature: e •' N ��'' Date: �-1 �9197
` r �r
L OYD P,9A •
F) Written Notice of New or Expanding, Swine Farm ''fryrt�t„R,s��`�
The following signature block is only to be used for new or expanding swine farms that begin construction after June
2I, 1996. if the facility was built before June 21, I996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
-ho own property located across a public road, street_ or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached. I 1 ., i %
Name of Land gwner :
Signature:
Name of ltlanager(if different froth owner);
Date: •3U
Signature
AWC -- January 1, 1997 3
Date:

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KING- FARMS
%r% i324 FAS `; 1316
XpFN`D RLEA T� 1319 OWNER: CRAIG KING..
�erlea Q - 5 1313 a S. R. No. 1313
221 JJS 1324
1319 135! f PENDER COUNTY, NC
\ 1315
1333 1324
S _

State of North Carolina
Department of Environment,
Health and Natural Resources �CE$VED T.X
0
Division of Water Quality
James B. Hunt, Jr., Governor MAY 21 1997
Jonathan 'B. Howes, Secretary By. E H N
A. Preston Howard, Jr., P.E., Directo
May 19, 1997
Vincent Craig King
King Farms
126 Garland King Road
Teachey, NC 28464
Subject: Certificate of Coverage No. AWS710100
King Farms
Swine Waste Collection, Treatment, Storage
and Application System
Pender County
Dear Vincent Craig King:
In accordance with application received on May 6, 1997, we are forwarding this Certificate of
Coverage (COC) td-Farrn.No._7.1=T0U? authorizing the operation of an animal waste collection, treatment,
storage and land application system in accordance with the State's General Permit (attached). This
approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the King Farms Farm, located in Pender County, with an animal capacity of no greater
than 2880 Feeder to Finish and the application to a minimum of 36.2 acres of land as specified in the
Certified Animal Waste Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of
wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this farm. Any increase in waste production greater
than the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding. . '
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Mike L,ewandowski at [phone] ext. 362.
Sincerely,
//__ // V_ - -
,�LA. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Pender County Health Department
Wilmington-.Regional:Office;'-Water-Quality-Section
Pender County Soil and Water Conservation District
Permit Files
Facilities Assessment Unit

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality FR
James B. Hunt, Jr., Governo
Wayne McDevitt, Secretary
Steve W. Tedder, Chairman
Vincent Craig King
King Farms
126 Garland King Road
Teachey, NC 28464
Dear Mr. King:
DEC 31 1997
C4
4�17j
E N R
Subject: Classification of Animal Waste Management Systems
Facility: King Farms
Facility ID #: 71-100
County: Pender
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on
Agricultural Waste, was enacted by the North Carolina General Assembly on June 21, 1996. This bill
requires that a certified operator be designated as the Operator in Charge (OIC) by January 1, 1997, for each
animal waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more
horses, 1,000 or more sheep, or 30,000 or more confined poultry with a liquid animal waste management
system. Our records indicate that your facility is registered with the Division of Water Quality and meets
the requirements for designating an OIC.
A training and certification program is available for animal waste management system operators. For
information on the training programs please contact your local Cooperative Extension Agent. Operator
certifications are issued by the Water Pollution Control Systems Operators Certification Commission
(WPCSOCC). For information on the certification process, please contact the Technical Assistance and
Certification Unit at [phone]. The type of training and certification required for the operator of each
system is based on the nature of the wastes to be.treated and the treatment process(es) primarily used to treat
the animal waste. There are two types of animal waste management systems, type A and type B. Type A
animal waste management systems are generally used to treat waste generated by monogastric animals
which produce a low -fiber waste. Type B animal waste management systems are generally used to treat
waste generated by ruminants and other animals which produce a high -fiber waste. The type of training and
certification an operator receives should correspond with the type of system(s) they intend to operate. For
more information on the classification of your system please contact the Technical Assistance and
Certification Unit.
As the owner of an animal operation with an animal waste management system, you must designate an
Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not
intend to operate your animal waste management system yourself, you must designate an employee or
engage a contract operator to be the Operator in Charge. The person designated as the Operator in Charge,
whether yourself or another person, must possess a currently valid certificate of the appropriate type.
Sincerely,
Joseph B. McMinn, Supervisor
Technical Assistance and Certification Unit
cd1AW OIC Designation
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

(� o100y
SWINE FARM
_rn
DESIGN CONSTRUCTION OPERATION
AND MANAGEMENT PLAN
FOR
IIVG FARMS
OWNER: CRAIG KING
S. R. No. 1313
PENDER COUNTY, NC
a
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
MRCS, DEM, and all other State and focal Regulations
to the best of my knowlCAWMId.ef.
��•� 'tXA CA$C0�''�
yt P����N����r• �I
2��
W Floyd Adams, P.1% I-t tl
License No. 12273 : : _
�i3OYD
Da[c
7

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
KING FARMS
OWNER: CRAIG KING
S.R. No. 1313
PENDER COUNTY, N.C.
TABLE OF CONTENTS
Lagoon Design Clieck List
Emergency Action Plan
Soil Investigation
Waste Management Facility Site Evaluation
Lagoon Design
Hazard Classification Data Sheet for Dams
Operation and Maintenance Plan
Construction Specifications for Lagoons
Seeding Specifications
Plan for Lagoon
Typical Cross -Section of Lagoon
Staff Gauge
Waste Utilization Plan with Attachment B
Notices to Adjoining Landowners
Insect Control Checklist
Waste Management Odor Control Checklist
Mortality Management Methods
Irrigation Plan
Maps
A. Vicinity Map
B. Topo Map
C. Soils Map
D. Flood Plain Map
E. ASCS Map

CHECKED BY: M . t i,n d - PC-.
DATE:
LAGOON DESIGN CHECK LIST
VJI/,\ [ . Copy of 026 and maps if clearing involved.
2.
Dam safety -
WA
a.
Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
3.
Adequacy of storage volumes -
a.
designed volume exceeds needs
b.
stop pumping volume exceeds treatment volume
✓
C.
25 year storm volume exceeds volume at start pumping
d.
actual volume pumped exceeds required volume to be pumped
✓
e.
all temporary storage stored above seasonal high watertable
✓"
f.
sludge volume included
✓"
ur g.
minimum 6 feet treatment volume depth
4.
Operation & Maintenance Plan (sheet) -
a.
begin and end pump -out elevations
5.
Location sketch -
a.
distances to nearest residence
✓
b.
road numbers
✓
C.
north arrow
6.
Hazard CIassification Sheet (NC-ENG-34) -
_✓
a.
distance to nearest stream in event of dike failure
✓
b.
distance to nearest public road in event of failure
C.
topo map showing lagoon location and information to support aft
7.
Waste Utilization Plan
✓
a.
show all tracts & field numbers, field acreage, crops
b.
signatures of producer k_ erson preparing plant
c,
agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
d.
ASCS maps of fields to be used for effluent disposal
e.
soil survey sheets showing all fields
_✓
f.
check suitability of soils for crops planned
✓
g,
include attachment "B" on sampling procedure
h.
waste plan is included but prepared by other qualified specialist - this plan is not
part of the engineer's review
1

'
8.
Soil Investigation Sheet (SCS-pNG-538)
t!t�
i_fI,
a_ are sufficient borings made for size and condition of lagoon
b. borings 2.0' below designed bottom of lagoon
rt
c, location & elevation of borings in relation to grid survey
/
d. seasonal high watertable - _ -.� ,��w�;z. ti-h,. ==�•.. �,,4 ,�=,z.,."j
9.
Seeding specifications included (lagoon dike and other exposed areas around buildings)
'
10.
Construction Specifications (sheet included)
a. need for cut-off trench addressed
✓
b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
C. protection of liner during initial filling and near flush pipes addressed
11.
Grid Sheet (original or ledgable copy)
'
/
a. gridded area large enough to include embankment slopes and surface water
diversions
_✓
b. location & dimensions of lagoon & buildings shown (lagoon inside top
'
measurements shown and lagoon corners identified by grid stations)
✓
C. surface water removal (pipes, outlets, etc) shown
1L
d. soil borings location show
✓
e. TBM location & elevation shown
O/A
f. existing utilities located (if applicable)
'
g. emergency spillway shown (if applicable)
12.
Typical cross-section included
_✓
a. dike elevation & top width shown
b. lagoon bottom elevation shown
_✓
C. side slopes shown
d. effluent outlet pipe invert elevation shown
'
✓
e. effluent outlet pipe shown to discharge below water surface
e. building pads - elevation & grade shown
f. cut-off trench shown - if required
�✓
g. liner shown - if required
13.
Volume Computations --
a. excavation
b. dike fill,
D
C. pad fill
'
14.
Summary Sheet
a. design requirements — S L � h
_
b. excavation volume - P 1�. s
C. fill volumes
d. cut -fill ratio — 5,-x �•.-�
15.
Location of subsurface drainage (if present)

1 .
16. Presence of utilities addressed
17. Observation of cultural resources statement included
18. Operation is outside of jurisdictional limits of municipalities
1
1
1
' 3
t

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 910 -39: -39da
EMERGENCY MANAGEMENT SYSTEM 911
S W CD
NRCS 9to-zs2-,A-3a5
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 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.
' 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.
1
D: Leakage from flush systems, houses, solid separators -action include:
Ia. 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.
1 December 18, 1996

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 . - - 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 properly or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department. -
d. Contact CES, phone number - , local SWCD office phone number
and 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 that person to contact the proper agencies for you.
1
5: Contact the contractor of your choice to begin repair of problem to minimize off site
' damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
2 - December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
En gi Weer, etc.)
a. Name:_ M.
b_ Phone: 910 • zq(4 - f t-In
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the �.vaste management plan to
beep problems with release of wastes from happening again.
3 December 18, 1996

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United States Natural NC-CPA-17
Department of Resources REV. 1, 2-96
Agriculture Conservation
' Service
WASTE IMANAGEW IT FACILITY SLTE EVA LUATIOIq
GENERAL INFOR,%TAT10N
LOCATION 5 ia 5 r n ;2: 5 13 /
TELEPHONE t ?S — Z �{ Z SIZE OPERATION �' .� 7 2 0
i
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER i2 C'C' FT.
DISTANCE FROM NE (REST PUBLIC FACILITY (school, church, etc_)
IS SriE WiTIHI 100-YF--tiR FLOOD PLAID?
YES _ NO
If yes, MRCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A -SLUE LIME" PEREYNrIAL STREA-M?
YES NO _
If no, site must be relocated.
IS SITE WrIT-III t kf= ZONING RRJSDICTION OF A MUNICIPALITY?
/
YES NO y
If yes, Iandowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval.
ARE UITi.i = IN CONSTRUCTION AREA?
YES _ NO
If yes, see Part 503 of the National Engineering Manual and follow policy -
(Copies of maps or other reference materials may be attached to site
VVETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES _ NO
If yes, producer must complete Form MRCS-CPA-38 (Request for Certified
Wetland Determination/Delineation).
WILL ACTION RESULT IN SWAMPBUSTING? YES NO
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF
ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF PERK= ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL, A WETLAND DELINEATION
IS MADE.
NRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size, MRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre in size; NRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of prererence.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.: /
PREDOMINANT WIND DIRECTION? YES v NO
• PRECHARGING LAGOON WrIT{ FRESH WATER TO AT LEAST 1/2 YES Ae-" NO
OF THE CAPACITY? /
• USING GOOD SOUND RIDGMENT IN L-VNI) APPLICATION YES V NO
OF WASTE?

NC-CPA-17
REV. 1, 2-96
Page 2
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED ANDIOR THREATENED SPECIES HABITAT PRESENT? _ YES _ NO
IS A DESIGNATED NATLTAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR
WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA? YES _ NO
IS AN ARCHAEOLOGICAL. OR HISTORICAL SITE LOCATED IN THE PL-kNNED AREA? YES NO
ARE THERE PPI]ME, UNIQUE, STATE OR LOCALLY IMPORTANT" FARIMLANDS IN THE YES _ NO
OPERATING UNIT?
WILL THE ACTION RESULT TN SODBUSTING? YES _ NO
If the answer to anv of the above is yes, NRCS will not provide technical
assistance unless 3"ncv olicv is followed.
WASTE MA,NAGENIE`"T
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES _� NO _
INCLUDING SLUDGE, ALTHOUGH SLUDGE NIAY ONLY BE APPLIED INFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO IMORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAID YES _ NO—
ON WHICH TO APPLY WASTE?
(Attach Waste Utilization Plan to site evaluation.)
SOIL IND STIGATION - VALID ONLY 1F SOIL LN VES TIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
YES
NO
IS LINER REQUIRED?
�*
A
YES
NO
TYPE OF LWERTO BE USED:
CLAY J! I- NTONTTE SYNTHETIC _
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
YES tl
NO
SITE?
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
YES
NO
ACCESS TO CLAY?
_
IS A CORE TRENCH REQUIRED?
YES _
NO
(Attach soil investigation sheet to site evaluation.)
V
IS SUBSURFACE DRAIN TILE PRESENT?
YES _
NO
(Ifyes, file must be removed or plugged)
SITE APPROVED YES NO CONDMONAL
COMMENTS inv
fjo
u.'II --;,cod ` sl+t� away/.
F`:r,al dcie,.,..:.,.h:o,�,i t �Ir gl]YiN cr�s}r�C OH. I
THIS SITE INVESTIGATION IS VALID FOR fVM THE DAA SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WITHIN TWEItiVF��O t�b� I+1VESTIGATION WILL BE REQUIRED. I!
� Q fii • e
SIGNATURE DATE
6
•
I� Changes in the local or state law or C5*1e -k4v- {t ¢` tlt 3�require a new site investigation.
� 4
`��•.,; 0 YD Fos >

'
LAGOON DESIGN
Operator: King Farms County: Pender Date: 1 1 / 19/96
' I .
Has the site evaluation been completed & approved: yes
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. =
0 lbs
0 sows (farrow to feeder) x 522 lbs.
0 lbs
'
2880 head (finishing only) x 135 lbs. —
388800 lbs
0 sows (farrow to wean) x 433 lbs. =
0 lbs
0 lead (wean to feeder) x 30 lbs. =
0 lbs
'
Describe other:
'
Total Average Live Weight =
388800 lbs
2_
MINIMUM REQUIRED TREATMENT VOLUME 01= LAGOON
'
Volume = 388800 cubic ft. (includes 0 cu. ft. add. treat. vol.)
3.
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 97920.0 cubic feet
'
4.
TOTAL DESIGNED VOLUME TRIANGLE SHAPED LAGOON
'
Inside top side 1 ) ----------------------------------------- 476.83
(feet)
Inside top side 2 (feet) ----------------------------------------- 468.49
Inside top side 3 (feet)-------588.23
'
Top of dike elevation (feet) ----------------------------------- 57.30
Bottom of lagoon elevation (feet) ----------------------------- 45.8
Freeboard (feet) ----------------=------------------------------- 1.00
i
Emergency spillway depth of flow (feet)------------- -------- 0.00
Side slopes (inside lagoon) ------------------------------------ 3.0 1
'
Total design volume.using prismoidal formula
SS/SIDEI SS/STDF2 SS/SIDE3 SIDEI STDF2 STDF.3
DEPTH
'
3.0 3.0 3.0 466.75 458.59 575.80
10.50
AREA OF TOP TRIANGLE -
SIDEI SIDE 2 SIDE3
466.75 458.59 575.80 104261 (AREA OF TOP)
'
AREA OF BOTTOM TRIANGLE
SIDE 1 SIDE2 - SIDE3
'
360.90 354.60 445.23 62336 (AREA OF BOTTOM)
�. AREA OF MIDSECTION TRIANGLE
SIDE] SIDE2 SIDE3
413.83 406.59 510.51 81958 (AREA OF MIDSECTION)
CU. FT. = [AREA TOP = (4 *AREA MIDSECTION) = AREA BOTTOM] *
DEPTH/6
104261 327832 62336
1.75
'
Total Designed Volume Available = 865250 CU. FT.

TEMPORARY STORAGE REQUIRED
'
DRAINAGE AREA:
Lagoon (top of dike)
Side I Side 2 Side3 Area inside top of dike:
476.83 468.49 588.23 108813 square feet
Surface area of connecting waste facility:
0.0 square feet
Buildings (roof and lot water) or impervious area:
0.0 square feet Describe this area.
feet
TOTAL DA 108813.0 square
'
Design temporary storage period to be 180 days.
5A.
Volume of waste produced
'
feces & urine production in gal./day per 135 lb. ALW L37
'
Volume = 388800 lbs. ALW/135 lbs. ALW * 1.37 gal/day . 180 days
Volume = 710208 gals. or 94947.6 cubic feet
t5B.
Volume of excess water
Volume = 2606.6 gallons/day * 180 days storage/7.48 gallons
'
per CF -
Volume = 62726.4 cubic feet
'
SC.
Volume in
of rainfall excess of evaporation
1
Use period of time when rainfall exceeds evaporation by largest amount.
P P
I80 days evaporation = 13.3 inches
180 days rainfall 21.7 inches
'
Volume = 21.7 in * DA / 12 in. per ft. = 196,770 cubic feet runoff"
Volume = 13.3 in. * lagoon DA/ 12 in./ft = 120,601 feet evap.
'
Volume = 761.69 cubic feet
5D.
Volume of 25 year 24 hour storm 7.7 in.
'
Volume of "Heavy Rain" 7.7 in.
Volume = 15.4 inches / 12 inches per foot * DA
'
Volume = 139643 cubic feet
1

' 5E.
Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
94948 cubic feet
513.
62726 cubic feet
t
5C.
76169 cubic feet
5D.
139643 cubic feet
5E.
0 cubic feet
'
TOTAL
373486 cubic feet
' 6. SUMMARY
Temporary storage period ________________________________> 180 days
Rainfall during wettest period of storage ===--------========__> 2 1. 7 inches
' Evaporation during storage period = ^-- 13.3 inches
25 year - 24 hour rainfall = ==> 7.7 inches
- -
Heavy rare________________________-------=k=====_> 7.7 inches
' Freeboard =______-____________________ 1.00 feet
Side slopesww--==___==_==___________________________> 3.0 : 1
Sidel______________ _______----------------____> 476.83feet
' S1de2________________________________—_—____==> 468.49 feet
Side-------------> 588.23 feet
______________________________________________
Emergency spillway elevation (if planned) __—_____--__ _> 56.30 feet
Top of dike elevation ______________ _______________=_> 57.30 feet
Bottom of lagoon elevation 45.8 feet
' Top of sludge elevation ________________________-- > 47.31 feet
Total required sludge storage volume== �-- > 97920 cu. ft.
Actual volume for sludge storage---==---- > 98154 cu. ft.
' Total required volume - — -y- - - > 860205 cu. ft.
Actual design volume = > 865250 cu. ft. *
Seasonal high waterable elevation (SHWT) > 50.00.feet
t Stop pumping elevation === ---- -- > 52.35 feet
= Must be > or = to the SHWT elev.___----- -> 50.00 feet
Must be > or = to min. req. treatment el. ----- -- -_> 52.30 feet
' Min. Required treatment volume=====------------= ---_> 388800 cu. ft.
Volume at stop pumping elevation==== _ �> 389404 cu. ft.
Start pumping elevation =_--__ - > 54.91 feet
' Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall > 725607 cu. ft.
Volume at start pumping elevation - > 724640 cu. ft.
tRequired volume to be pumped � > 233843 cu. ft.
Actual volume planned to be pumped > 237082 cu. ft.
' Min. thickness of soil liner when required > 1.5 feet
7. DESIGNED BY: >� APPROVED BY:
DATE: ' - Q/? 7 DATE: -1/Zq 19 7

II
II
11
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Vincent Craig King
Estimated Depth of Water to Top of Dam ± T Z Ft
Date of Field Hazard Investigation 9 13o I9C�
County
PENDER
Length of Flood Pool 1. aT ocp Ft.
Evaluation by reach of flood plain downstream to the point of estimated minor effec[ from sudden
dam failure.
Est. Elev.
Est. Elev.
Kind of :improvements:
of Breach
Reach Length : Width Slope - Land Use Improvements Above
Floodwater Above
Flood Plain
Flood Plain
Ft. Ft, % N/A
N/A
1 000 tOU <1%
2
3
Describe potential for loss of life and damage to existing or probable
future downstream improvements for a sudden breach. A sudden failure of
the structure will not endanger life nor cause significant damage to
buildings agricultural land, or public roadways. The structure is
approximately 100 feet from a canal leading to tributaries which lead to
Washington Creek and aooroximately 1600 feet from S. R. No. 1313.
Hazard Classification of Dam (A, B, C,) (see NEM-Part 520.21)_ Q
NRCS Dam classification (I,II,III,IV,V) -TV--
Date 4
M. Floyd Ad s, P.E.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but'this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
' installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
' runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
' center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
' The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
' charged to_1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
' 2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
' 3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 54.91 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 52.35 This temporary
storage less 25 yr and heavy rain contains 237,082 cubic feet or
' 1,773,373 gallons.

' SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
' 11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates' based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
'in North Carolina revised water quality regulations that address animal. operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
' 13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
' a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
' clayey material or other material as approved by an engineer.
u
Ll

SHEET 1 OF 3
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.
' EXCAVATIONAND 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 equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller.- Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use 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 1.5 ft.
1 ------ ------------- - -----------------------------------
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 NRCS approved material (ie - CL,SC,CH).
' REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
1 `,

SHEET 2 OF 3
' 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 unless otherwise specified. 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
shown on a typical cross section in
cutoff trench shall be determined by
materials.
VEGETATION:
under the embankment area when
the plans. The final depth of the
observation of the foundation
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
on 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 specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

' SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When the drains are
' encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
' rerouted around the lagoon in an approved location. Backfilling.
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
' BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
' slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping. roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
' During construction of the earth embankment, -a qualified inspector
as designated by the designer must be on'site during construction
as necessary to verify proper construction. Testing will be required
' as deemed necessary by the inspector and/or designer.
During construction of.a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed .in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993);. In the absence of supervision of
' construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory_

SEEDING SPECIFICATIONS
-- ------=------------
AREA TO BE SEEDED: 1.5 ACRES
' USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
' SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY I TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES MARCH 15 TO JUNE 15
12.0 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
0.0 LBS. RYE GRASS AT 40 LBS./ACRE'(TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
' APPLY THE FOLLOWING:
1500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150.0 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.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT S
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
11

7
SETTLED TOP DIKE ELEV. W 5 7. 30'
NOTES:
ELEVATIONS ARE REFERENCED TO AN ASSUMED ELEVATION
OF 50.0 FEET FOR AN IRON ROD SET APPROXIMATELY
I FOOT BELOW THE GROUND SURFACE, AND DO NOT
REPRESENT MEAN SEA LEVEL DATUM.
A FLEXIBLE PIPE SHOULD BE ATTACHED TO THE DISCHARGE
PIPE TO REDUCE ODOR BY DISCHARGING BELOW THE SURFACE.
I
nn:lii-m ':�TnRAi;F_ Rf RV ` F>1 3n'
1.5' MIN. THICKNESS
OF IMPERVIOUS CLAY
TYPICAL CROSS-SECTION
SINGLE STAGE LAGOON - PIT RECHARGE DESIGN
SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
JIM BLANCHARD & ASSOC. DATE: NOVEMBER 20, 1996
LAND SURVEYORS,-- PHONE [phone] V. SCALE: 1 INCH KING FARMS = 10 FT. "
P.O. BOX 5, KENANSVILLE, NC 28349 H. ,SCALE: 1 INCH = 10 FT.

MAXIMUM LIQUID LEVEL
THE TOP PIPE IS LOCATED BELOW THE 1 FOOT FREE BOARD AND THE
25 YEAR 24 HOUR STORM AND HEAVY RAIN. THIS IS THE START PUMPING LEVEL
AND IF THE LIQUID IS ABOVE THIS LEVEL THE FARM IS OUT OF COMPLIANCE.
''_HALFWAY POINT
THE MIDDLE PIPE IS IN THE HALFWAY POINT BETWEEN THE START PUMPING
LEVEL AND THE STOP PUMPING LEVEL.
""'\ MINIMUM LIQUID LEVEL
THE BOTTOM PIPE IS LOCATED AT THE STOP PUMPING LEVEL. THE LIOUID
BELOW THIS LEVEL IS THE PERMANENT STORAGE AND THE LAGOON SHOULD NOT
BE PUMPED BELOW THIS LEVEL.
STAFF GAUGE
SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
JIM BLANCHARD & ASSOC. DATE: APRIL 29, 1997
LAND SURVEYORS -- PHONE [phone] KING FARMS
V. SCALE: 1 INCH = 10 FT.
P.O. BOX 5, KENANSVILLE, NC 28349 H. SCALE: 1 INCH = 10 FT.

tWASTE UTILIZATION PLAN PAGE 1
April 23, 1997
I
1
1
PRODUCER: Craig King
LOCATION: S. R. No. 1313
Pender County, NC
TELEPHONE: [phone]
TYPE OPERATION: Feeder to Finish Swine
NUMBER OF ANIMALS; 2880 hogs design capacity
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important
plan in order to maximize the
ensure that it is applied in
apply waste based on the need
content of the waste. Do not
utilize. Soil types are impo
rates, leaching potentials, c
water holding capacities. No
eroding at greater than 5 ton
cautions, waste may be applie
acre per year. Do not apply,
raining, or when the surface'
may result in runoff to surf&
regulations. Wind conditions
and downwind odor problems.
for cron production and to rei
in implementing your waste utilization
fertilizer value of the waste and to
in environmentally safe manner. Always
of the crop to be grown and the nutrient
apply more nitrogen than the crop can
:taut as they have different infilitration
itzon exchange capacities, and available
-mally waste shall not be applied to.land
per acre per year. With special pre-
; to land eroding at up to 10 tons per
Taste on saturated soils, when it is'
.s frozen. Either of these conditions
:e waters which is not allowed under DEM
should also be considered to avoid drift
'o maximize the value of the nutrients
Euce the notential for pollution. the
waste should be applied to a growing crop or.applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to.revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This_ waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

0
n
11
WASTE UTILIZATION PLAN
AMOUNT OF WAST2 PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs x 1.9 tons waste/hogs/year = 5472 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
PAGE 2
OPTION 1
2880 hogs x 2.3 lbs PAN/hogs/year = 6624 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
IYIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
120.0
32
LS
C
150
0
5430
F 7 A
A g In
MAR - JUN
6783 18,9,1.0
01
36.2 11810
II SEP--APR
72'+0
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over -applied
'while meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.
1
1
1

1
WASTE UTILIZATION PLAN
PAGE 3
n
1
11
1
1
1
1
1
1
1
1
1
1
1
1
i
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent Landowners must be attached.)
(Required only if operator does not own adequate
land. See required specification 2.)
OPTIONI
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
END
-- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc,'is to be -removed
for hay or silage, care should be exercised not to let small
grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with the stand of
bermudagrass. This Loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on,
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best -results.
* Acreage figures may exceed total acreage in fields due to
overseeding.
** lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen.(COMM N) supplied.

' WASTE UTILIZATION PLAN PAGE 4
OPTION 1
the following legend explains the crop codes used in tables 1 and 2 above:
LBS N
CROP CODE
CROP
UNITS
PER UNIT
C
CORN
BUSHELS
1.25
SG
SMALL GRAIN OVERSEEDED
AC
50
1
1
TOTALS FROM TABLES 1 AND 2
TABLE 1 1 36.2
TABLE 2
TOTAL 1 36.2
AMOUNT OF N Pfi
*** BALANCE
U
724
7240
6624
-616
*** This number must be less than or equal to 0 in order to
' fully utilize the animal waste N produced.
' Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment ' limitations. Actual total acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
' NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to ---prevent
' over application of nutrients or other elements. Your production
facility will produce approximately 1065.6 pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
' the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.

' WASTE UTILIZATION PLAN PAGE 5
OPTION
' See attached map g showin the fields to be used for the utilization of
waste water.
1
APPLICATION OF WASTE BY IRRIGATION
' The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
' soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be -within 1.7 feet of the top of the dike.
If surface irrigation is
the method of land application for
this plan,
it is the responsibility
of the producer and irrigation designer
to ensure
that an irrigation system
is installed to properly irrigate
the acres
shown in Tables 1 and 2.
Failure to apply the recommended
rates and
amounts of Nitrogen shown
in the tables may make this plan
invalid.
' Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
1
' NARRATIVE OF OPERATION:
This option using corn and a small grain cover crop is Option 1.
In this option, there is a deficit of 616 pounds of nitrogen
which should be made up by commercial nitrogen. In —these fields,
' there are 16 acres outside of the effective wetted area and the
corn planted in this area should get 150 pounds of commercial
nitrogen per acre.
' The next four pages contain the data for Option 2, which uses
double -cropped soybeans with grain harvested wheat.
' Option 1 or Option 2 can be used each year or in successive
years.

'
WASTE UTILIZATION PLAN
PAGE 2
'
AMOUNT OF
WASTE'PRODUCED
PER YEAR (gallons, ft3,
tons,
etc.) OPTION 2
2880
hogs x 1..9 tons
waste/hogs/year = 5472
tons
AMOUNT OF
PLANT AVAILABLE
NITROGEN (PAN) PRODUCED
PER
YEAR
2880
hogs x 2.3 lbs
PAN/hogs/year = 6624 lbs.
PAN/year
Applying
the above amount
of waste is a big job.
You
should plan time
1
and have
appropriate equipment to apply the waste
in a
timely manner.
' The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
'FABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
Ls
TB_ DC
38
152
0
36.2
5502.4
JUN-SEP
Ls W 150 1100 0 16.2. 3620
6783 8,9,10 FEB-MAR
TOTAL 9122.4
Indicates that this field is being overseeded (i.e. interplanted)
' or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to.
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen..
1

1
1
1
1
WASTE UTILIZATION PLAN PAGE 3
'TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE OPTION 2
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specification 2.)
SOIL TYPE & CLASS -
DETERMINING PHASE
END
ICODE
AW N
PER AC
COMM N
PER
AC
IACRES
AW
USED
APPLIC.
TIME
' Indicates that this field is being oversee ded (i.e. interplanted)
or'winter annuals follow summer annuals.
* Acreage figures may exceed total acreage in fields.due to
overseeding.
** lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
,he following legend explains the crop codes used in tables 1 and 2 above:
LBS N
CROP CODE
CROP
UNITS
PER UNIT
SBDC
4
DOUBLE CROPPED SOYBEANS -GRAIN HARVESTED
BUSHELS
W
WHEAT
BUSHELS
2
1
1
1
i
1

' WASTE UTILIZATION PLAN PAGE 4
OPTION 2
1
11
11
TOTALS FROM TABLES 1 AND 2
TABLE 1 1 36.2 1 9122.4
TABLE 2
TOTAL 36.2
AMOUNT OF N PRODUCED
*** BALANCE
9122.4 --
6624
-2,498.4
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 1065.6 pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for`180 days' of temporary storage
and the temporary storage must -be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within 1.7 feet of the top of the dike.

' WASTE UTILIZATION PLAN PAGE 5
OPTION 2
' If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
' shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
' Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.-
NARRATIVE OF OPERATION:
This option using double -cropped soybeans with grain harvested
wheat is Option 2. In this option, there is a deficit of 2498
pounds of nitrogen which should be made up of commercial
' nitrogen. In these fields, there are 16 acres outside of the
effective wetted area. The soybeans planted outside of.the
effective wetted area should get 152 pounds of nitrogen per acre
and the wheat planted outside of the wetted area should get 100
' pounds of nitrogen per acre.
Option 1 or Option 2 can be used each year or in successive
' years.
1

'
WASTE UTILIZATION PLAN PAGE 6
Plans and Specifications
'
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 which
reaches surface water is prohibited. Illegal discharges are subject
t
to assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2.
The Field Office must have documentation in the design folder that
'
the producer either has owns or has long term access to adequate
land to properly dispose of waste. If the producer does not own
adequate land to properly dispose of waste, he shall provide NRCS
with a copy of a written agreement with a landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility
to secure an update of the Waste Utilization Plan when there is
a change in the operation, increase in the number of animals,
method of utilization, or available land.
3.
Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and
level of management, unless there are regulations that
restrict the rate of application for other nutrients.
'
4.
Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than 10-tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
'
strips will be in addition'to "Buffers" required by DEM.
(See FOTG Standard 393 - Filter Strips and Standard 390
Interim Riparian Forest Buffers).
5.
Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when the
wind is blowing.
'
6.
When animal waste is to be applied .on acres subject to
flooding, it will be soil incorporated on conventionally
'
tilled cropland. when 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" in
'
the NRCS Technical Reference - Environment file for guidance.
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 conditions conducive to odor or flies
and to provide uniformity of application.
8.
Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9.
Animal waste shall be applied on actively growing crops in
such a manner that no more than 20 to 25 percent of the leaf
area is covered.
t

WASTE UTILIZATION PLAN
10. Waste nutrients 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 a
crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 - Filter Strips)
1 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.
' 15. Animal waste shall not be discharged into surface wasters,
drainageways, or wetlands by -discharge or by over -spraying.
Animal waste may be applied to prior converted wetlands
' provided they have been approved as a land application site
by a "technical specialist". Animal waste should not be
applied on grassed waterways that discharge into water
courses, except when applied at agronomic rates and the
' application 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. Lagoons and other uncovered waste containment structures
' must maintain a maximum operating level to provide adequate
storage for a 25-year, 24-hour storm event in addition to
one (1) foot mandatory freeboard.
' 18. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). If needed, special vegetation
' shall be provided for these areas and 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. Lagoon berms and structures
should be inspected regularly for evidence of erosion, leakage
or discharge.
19. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining -and imple-
menting a "closure plan" which will eliminate the possibility
1 of an illegal discharge, pollution and erosion.
20. 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.
PAGE 7

WASTE UTILIZATION PLAN PAGE 8
1 NAME OF FARM: King Farms
OWNER / MANAGER AGREEMENT
' I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
' (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities
will require a new certification to be submitted to the Division of
' Environmental Management (DEM) before the new animals are stocked. I
(we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state from a storm event
less severe than the 25 year, 24 hour storm. The approved plan will
be filed on -site at the farm office and at the office of the local
Soil and Water Conservation District and will be available for review
by DEM upon request.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
' occurs from the lagoon in a 25-year 1-day storm event. I also cer-
tify that the waste will be applied on the land according to this
plan at the appropriate times and at rates that no runoff occurs.
' NAME OF FACILITY OWNER: Craig King
r
' SIGNATURE: .Uj2fl1� xe-' DATE
NAME OF MANAGER (if different r rm owner) :
' please print
SIGNATURE: DATE:
1 NAME OF TECHNICAL SPECIALIST: M. FLOYD ADAMS, P.E.
ADDRESS (AGENCY) P. 0. BOX 1098
' KENANSVILLE, NC 28349
' SIGNATURE: DATE:
1
1
1
1

' LAGOON LIQUID SAMPLING ATTACHMENT B
I. SAMPLE COLLECTION
A. Lagoon Liquid
1 I . Collect approximately 1/2 pint of recycled lagoon liquid from the inflow pipe to the
flush tanks.
2. From Lagoon
a. Place a small bottle (112 pint or less) on the end of a 10-15 foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush away any floating scum or debris so it is not collected with sample.
d. Submerge the bottle within 1 foot of the liquid surface.
' e. Repeat at approximately 5 locations around the lagoon, place into a bucket,
thoroughly mix, and empty I pint into sample container.
3. From a multi -stage lagoon system collect sample from lagoon that is going to be
irrigated from.
II. SAMPLE PREPARATION AND TRANSFER
'
A.
Place the sample for analysis into a flexible or expandable container that can be sealed. The
container should be rinsed clean with water and free of any residues but should not be
chlorinated or treated in any other way. Dry litter may also be placed in a sealed plastic bag
such as a freezer bag.
B.
The sample should be refrigerated, iced or cooled, if possible or transferred to the lab
'
immediately.
C.
Hand -delivery is the most reliable way of sample transfer, but it can also be mailed.
'
D.
If mailed, sample container should first be protected with a packing material such as
newspaper, then boxed or packaged with wrapping paper and taped.
1
.E.
The NCDA Plant Analysis Lab provides this service for a nominal fee of $4 per sample which
should be forwarded along with the sample.
1. Address: NC Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
1
Raleigh NC 27611
Phone: [phone]
Attn: Dr. Ray Campbell
F.
Request that as a minimum the following analyses -be performed:
1. Total nitrogen (TKN)
2. Ammonia nitrogen (NH3-N)
3. Total phosphorus (TP)
4. Potassium (K)
1
5. Dry litter samples should also include a total solids (TC) analysis.
G.
Other analyses performed at no extra cost by the NCDA include trace minerals.

1
u
APRIL 23, 1997
ROUTE i BOX 265
TEACHEY, N.C. 28464
91 9-285-2692
' DEAR ADJOINING LANDOWNER,
AS REQUIRED BY STATE LAW AND AS A COURTESY 70 YOU, KING FARMS, 126 GARLAND
KING ROAD, TEACHEY, N.C. 28464, IS HEREBY INFORMING YOU OF OUR PLANS TO CONSTRUCT
A SWINE PRODUCTION FACILITY ON A TRACT OF LAND WE OWN BETWEEN WILLARD AND WATHA
ON STATE ROAD #E1313 ON THE EAST SIDE IN PENDLR'CO =' .
THE UNIT WILL CONSIST OF: 4 -.720 HEAD FINISP'ING FLOOR WITH A TOTAL CAPACITY
OF 2880 ANIMALS. {
THE ANIMAL WASTE MANAGE!4ENT PLAN WAS PREPARED BY JIM BLANCHARD AND ASSOCIATES,
' P.O. BOX 5, KENANSVILLE, N.C. 28349.
A COPY OF THE ANIMAL WASTE MANAGEMENT PLAN FOR THIS UNIT WILL BE MAINTAINED AT
' THE OFFICES OF THE U.S.D.A. NATURAL RESOURCES CONSERVATION SERVICE IN BURGAW, N.C.
28425.
1 IF YOU WISH TO SUBMIT WRITTEN COMMENTS ABOUT THIS FARM, YOU MAY ADDRESS THEM
TO NORTH CAROLINA DIVISION OF WATER AND QUALTIY, WATER QUALITY SECTION, PERMITS
AND ENGINEERING UNIT, P.O. BOX 29535, RALEIGH, N.C. 27626-0535.
SIN Y,
CRAIG KING
1
1

i
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
ROUTE 1 BOX 265
TEACHEY, N.C. 28464
91 9-285-2692
April. 23, 1997
King Farms sent Adjoining Landowner notices to the following people:
1. King Heirs
P.O. Box 2106
Washington, D.C. 20013
2. Mr. Richard & Ms. Alberta Hall
c/o Mr. Richard Hall
B-509 North Edgewood Street
Baltimore, M.D. 21229
3. Ms. Mary Jones
c/o Mr. Thomas Jones
75 Needle Point Rd.
Willard, N.C. 28478
4. Ms. Cooleen Carroll
860 Old Anderson Store Rd.
Watha, N.C. 28471
5. Mrs. Lila W. Hall
131 Lila Hall Rd.
Watha, N.C. 28471
6. Mr. James R. Price
2591 Watha Road
Willard, N.C. 28471

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i
Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Praclices
Liquid Systems
Flush Gutters • Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated solids from
—/gutters as designed.
e Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids
Gr Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than b -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation
Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
toms
Feeders • Feed Spillage Ef Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
0"'Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval .
during winter).
Feed Storage Accumulations of feed residues Or 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 for brewees grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around reed storage as
needed.
.. •• - .1.-..A.__ I I inns -n--- T

M I, M M M M r r M M
Source Cause
BINPs to Control insects. Site Specific practices
Holding Areas • Accumulations of animal wastes
17
Eliminate low areas that trap moisture along
,Animal
' and feed wastage
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
❑
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Dry Manure Handling • Accumulations of animal wastes
l7
Remove spillage on a routine basis (e.g., 7 - 10
Systems
day interval during summer, 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
❑
Provide for adequate drainage around manure
stockpiles.
0
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC - November 11,1996, Page 2

MAN M M M M M M M M M M r M M r M .M M
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Silt Specific Practices
Farmstead • Swine production 0— Vegetative or wooded buffers;
W Recommended best management practices;
G"�Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals Dry floors
Floor surfaces • Wet manure -covered floors Slotted floors;
O Waterers located over slotted floors;
0 Feeders at high end of solid floors;
Q' Scrape manure buildup from floors;
G'� Underfloor ventilation for drying
Manure collection pits
• Urine;
Frequent manure removal by hush, pit recharge,
• Partial microbial decomposition
or scrape;
Underfloor ventilation
Ventilation exhaust fans
• Volatile gases;
i Fan maintenance;
Dust
[Y/EfCcient air movement
Indoor surfaces
• Dust
Wasitdown between groups of animals;
[ill'' Feed additives; �.
1K Feeder covers;
0 Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon
O Flush lank covers;
liquid while tanks are filling
CI Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• _ Agitation during wastewater
_
9' Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled lagoon
Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti -siphon vents
Lift stations
Agitation during sump tank
O Sump lank covers
filling and drawdown
Outside drain collection • Agitation during wastewater 13 Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3

� � r � �■r r r r ii r ii r r �■r � ■■� ■■� I. ii•
Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces a Volatile gas emissions; t Proper lagoon liquid capacity;
• Biological mixing; GP"*Correcl lagoon startup procedures;
Agitation 131"'Minimum surface area -to -volume ratio;
❑ Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; Irrigate on dry days with little or no wind;
nozzles • Wind drift G /'Minimum recommended operating pressure;
Cr Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface • Mixing while filling; ❑ Tank covers;
Agitation when emptying
p
Basin surface mats of solids;
❑
Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
.❑
Extend drainpipe outlets underneath liquid
• Mixing while filling;
level;
• Agitation when emptying.
©
Remove settled solids regularly
Manure, slurry or sludge
• Agitation when spreading;
❑
Soil injection of slurry/sludges;
spreader outlets
0 Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
• Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
❑
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals
• Carcass decomposition
Proper disposition of carcasses
Dead animal disposal
• Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
❑
Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
❑
Secondary stack burners
A► " �C -November 1), 1996, Page 4

Source Cause BMPs to Minimize Odor
Silt Specific Practices
Standing water around • Improper`drainage; etrade and landscape §tech that water drains
facilities . . Microbial decomposition of away from facilities
organic 196tter
Manure tracked onto . Poorly maintained access roads Gr Farm access road maintenance
public roads from farm
access
Additional Information: -
Available From
Swine Manure Management; 0200 RuWBMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - BA E
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 12888
NCSU - BA E
Swine Production Facility Manure Management: Undcrfloor Flush - Lagoon Treatment ; EBAE 129-98
NCSU - BAE
Lagoon Design and -Management for Livestock Manure Treatment and Storage ; EBAE 103-83 .
NCSU - t3AE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BA E
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC-- November 11,1996, Page 5

1
Mortality Management Methods
(check which method(s) are being implemented)
' ❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
' ❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
' ❑ An � method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animaI's value without endangering
' human or animal health. (Written approval of the State Veterinarian must be
attached)
1
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' December 18, 1996
1

r � r■� rr �r �r r� rr r rr rr� r r■� ■� rr �■ r �r �r
Iti
Landowner/Operator Flame:
Address:
Telephone:
TABLE I - Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
P, 11�! G rA A Y1 t 5
/2_6, NG�., Io..d K.-�._,.
Fea,C AC NC— 2 r+64
9 / e-D - Ss- z6, 9�Z,
County: _�PeW D E
Date: zS- q7
100,46.1l:7180
Fieidl
Number
Approximate
h1aximiuiz
Useable Size
of Fleld2
(acres)
So ll Typc
Slope
(%)
Crop(s)
Maximum
Application
Rate-,
(In/1ir)
Maxhnuni
Application
per Irrigation
Cycid
((Inches)
COte1f11enIS
SG O /— A
-;Z-
. 8
L
36 or 13 Ac w
5
ISee attached map.
2Totat field acreage minus required buffer areas.
311efer to N. C. Irrigation Guide, Field Office Technical Guide, Section it G. Annual application must not exceed the agronomic rates for the soil and crop used
MRCS, NC
NNE, 1996

TABLE 2 - Traveling irrigation Gun Settings
Make, Model and Type of Equipment:
Field Nol
and
Hydrant NoZ
EQUIPMENT SETTINGS
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Ante Elrcctivc Efrective Diameter Diameter Pressure Pressure Arc
(tl/min) (1101r) width (tl un th (11) (feet) inches Gun (psi) Reel(psi) Pattcri,3
Coouncnts
-- T3
.'!,5 2, L40
23` 320 , 0A i
P 0
k2-
�ka
-S ..35
1! 2 S 3 0 . .0g
3".1.0
-- D
-S. .35 ?. 4o
) 1S' 3;L0
3 :2 o
F
10 32-0.
O
12,Z
320
G
—S S
Z 12S 3 0 1,08
o
2
O
1 See attached snap.
2Show separate entries for each hydrant location in each field.
3Use the following abbrevialions for various arc patterns: r (run circle),'rQ (three quarters), TT (two thirds), H (halrcircle), T (one third), Q (one quarter).
May also use degrees of arc.
NACS, NC
JUNE, 1996

�r . �■ � �r r� r r r r� r r r r r r r r r
TABLE 4 - Irrigation System Speciliealions
Traveling
--Irrigation Gun
Solid Set
Irrigation
Flow tints of Sprinider (glim)
2/0
per-ating Pressure at Pump (psi)
S
Design Precipitation Rate (inlltr)
3
[lose Length (feet)
9615,
xxxxxxxx
Type of Speed Compensation
%� ecltie., `^
XXXXXXXX
Pump Type (PTO, Engine, Electric)
✓
Pump Power Requirement (tip)
s
TABLE 5 - Theist Block Specificaliollst
Dvclr,ner mnv nrnvidc thnict tilnrlt detAilc nn cennrnte sheet
LOCATION
THRUST BLOCK
AREA (sq. ft.)
901, ilcnd
Dead Eiid
Tee
N
'Sec USDA -MRCS field Office Teclu ical Guide, Section IV, Practice Code 430-DD.
MMIT DA
NRCS, NC
JUNE, 1996

■r.rr �r rr rr r� r� r ■r rr r� rr r� r� r� r r rr
EX1 MIT D-5
IRRIGATION SYSTEM DESIGNER
Narne: vV\ e 5 Bt�-ig-
Company: II Lf� Nc k4-A 1--) 4'4-.55
r' g
Address: 13o-lf s Cwa•�5t,<r�r� ��C. % �.3L(-9
Phone: 9 / O — %_9 41 ^ /9 A -
REQUIRED DOCUMENTATION
1`lie following details of design and materials must nccowpnny all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements,
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to detennine the size of thrust blocks and illustrations of all tlu-ust block configurations required in the system,
6. Manufacturer's specifications for the irrigntion pump, traveler and sprittklcr(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embattkrnents without the approval of the designer.
NOTE: A buffer strip -50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Stalules.
NRCS, NC
JUKE, 1996

Narrative of P
Irrigation System Operation
g Y
Two 3" hard hose reel type travelers will be operated by one 72
hp diesel pump unit.
The gun is a Nelson P150SR with a 1.08" ring. The reel is a Hobbs
1030 with 965 feet of 3" inside diameter hose. All pipe is CL200
PVC (SDR21) six inch. System flow rate is 420 gpm which produces
' a flow velocity of 4.78 ft./sec. with the nozzle pressure
operated at 80 psi. All pipe will be buried with a minimum of 3'
of soil cover. The system pressure is 135 psi, which is 68% of
the pipe rating.
The lane spacing is 240 feet, which is 750 of the wetted
diameter. The pump station will have an air -vacuum release valve
' and the end of the line will also have an air -vacuum release
valve as well as all summits.
Care should be taken when starting the pump unit to allow the
line to fill slowly, so as to exhaust all entrapped air before
increasing the engine rpms. Engine should operate at an idle
until all air is exhausted from -the line.
' Shut down of engine under load should be avoided if at all
possible. Engine should be throttled back slowly and allowed to
' operate at an idle before shutting off.
All regular and seasonal maintenance should be performed
according to the manufacturer's recommendation. Pumps should be
' drained when not in use during below freezing weather to prevent
damage.
1
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KING FARMS
S. R. No. 1313, PENDER COUNTY, NC
SPREADSHEET COMPUTATIONS FOR IRRIGATION PLAN
INPUT DATA;
MAKE & MODEL OF GUN ===-_-_____> NELSON P150 SR
NUMBER OF GUNS USED =_____==___>
2
SPRINKLER NOZZLE _______________>
1.08 IN,
SPRINKLER WET DIAMETER =________>
320 FT.
SPRINKLER GPM ___ _____________>
210 GPM
SPRINKLER PSI __________________>
80 PSI
SYSTEM INLET PSI ________________>
122 PSI
DEGREE OF ARC OF SPRAY =_______>
320 DEG.
LANE SPACING ___________________>
240 FT.
SIZE & TYPE OF PIPE _______________> 6" CL200 PVC-SDR21
PRESSURE RATING OF PIPE ________>
200 PSI
INSIDE DIAMETER =________________>
5.993 IN.
PIPE FRICTION COEFFICIENT (c) ______>
150
LONGEST RUN OF PIPE _____________>
1800 FT.
NUMBER OF 90 ELBOWS =___=_==____>
3
ELBOW LOSS COEFFICIENT =________>
0.28
NUMBER OF. TEES
0
TEE LOSS COEFFICIENT =___________>
0.12
NUMBER OF VALVES ______________>
0
VALVE LOSS COEFFICIENT =_______=_>
5.8
SUCTION HEAD ____________________> 0 FT.
ELEVATION HEAD 10 FT.
PUMP EFFICIENCY FROM CHART =_____> 64 %
USING CAPACITY = 420 GPM
AND TOTAL HEAD = 312.5 FT.
BEARING STRENGTH OF SOIL AT 15 FT. => 1200 Ib.lsq.ft.
THRUST FACTOR FOR 6" 90 ELBOW =___> 49.2
THRUST FACTOR FOR 6" DEADEND =___> 34.8
FROM COLUMN 5 SECTION II G
MAX. APPLICATION RATE ___=__=_____> 0.35 in./hr.
ti

KING FARMS
S. R. No. 1313, PENDER COUNTY, NC
SPREADSHEET COMPUTATIONS FOR IRRIGATION PLA
OUTPUT DATA:
LANE WIDTH =
75.0 % OF WET DIA.
LIQUID VELOCITY =
4.78 ft./sec.
SUCTION HEAD LOSS =
0.0 ft.
NOZZLE HEAD LOSS =
184.6 ft.
MACHINE HEAD LOSS =
96.9 ft.
PIPE FRICTION HEAD LOSS =
20.8 ft.
ELBOW HEAD LOSS =
0.3 ft.
TEE HEAD LOSS =
0.0 ft.
VALVE HEAD LOSS =
0.0 ft.
ELEVATION HEAD LOSS =
10.0 ft.
TOTAL DYNAMIC HEAD =
312.5 ft.
OPERATING PRESSURE =
135 PSI
PERCENT OF PIPE RATING =
68 %
HYDRAULIC HP REQUIRED =
33 HP
(ENGINE) BRAKE HP REQUIRED =
52 HP
THRUST BLOCK FOR 6" 90 ELBOW = 5.6 sq.ft.
THRUST BLOCK FOR 6" DEADEND = 3.9 sq.ft.
COMPUTED APPLICATION RATE = 0.35 in./hr.
I

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AMADAS SERIES 1030 REEL -RAIN APPENDIX, ADJUSTMENTS, & CHARTS
CHARTS
NOZZLES
How to use this chart
For an explanation on how to use the charts see "Using the Charts" chapter 4, page 4-3.
GPM CHART FOR NELSON P150 SR GUN
P.S.1
Ring
86"
Ring
97"
Ring
1.08"
Ring
1.18"
Ring 1.26"
Ring
1.34"
Ring
1.41"
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM
DIA.
GPM DIA.
GPM
DIA.
GPM
DIA.
so.,:.:",
:.J:()O
�45'-,.
:13Q-::�'�,*
.....j.265
:N
5�::";720S::
::,,255-;,�:320':,
"300':
.:30U
35':--T�:350�;,:<.,
'350':
10.
.,.:
260'143
3 0011.,
3:15:'
:275.
3 3
5 Q.'
7:385: 365,.�
70 f
120
270
5
290'
197
310'
245
330'
295 350'
355
365'
415
380'
80
128
280'
165
300'
21-0 320'
260
340'
315 360'
380
380'
445
395'
`3 1.75-% �::.
2
5
355
405
475
405
10
7 -
.43 �300
�85::I
73.2 0
:.73 Vj'.
.290�..
36T�':
380" 5.,-
.425'
110
150
310'
195
330'
247
350'
305
370'
370 390'
445
410'
525
425'
120
157
315'
204
335'
258
360'
320
380'
385 400'
465
420'
545
435'
P.sj I Ring .86" Ring .97Ring'1.08Ring 1.18Ring 1.26Ring 1.34Ring 1.41
GPM DIA. GPM DIA." IA GPM D." " GPM DIA. GPM DIA." " GPM DIA. GPM DIA"
I
-235-
-,.9
�,--2
45
::.
125
:2 6
141" —
270!!:
�1:6 75:;
4' .�;2
::';:1:83'
2W"
70
88
245'
104
250'
118
260'
135
275'
152
290'
177
295'
198
300'
80
94
225'
111
265'
127
275'
145
285'
163
300'
189
305'
211
315'
-4 C A.�:
A 17rI:`.
g e% 0.,.
'^f%
�1 10 1 110 275' 1130 290' 1 149 305 170315,`­ [1, 91 3 3 5""" j­24­,8,­,­345'
6-13

acAl vo Q"-�BERKELEY PUMPS
TYPE "B" RATING CURVES
ENGINE DRIVE
CURVE 4117
BATE 3-1-88
PAGE 2.02
. SUPERSEDES
Curve4ll7 , Pad2.02
Dated 4-1-85
Cam: NiowrW C. I pan. No. H-IB63 vach.N& H-063 VAR I OUS R.P.M. crcloo
1A.I.A.1 C. I p.n. No. L- 3W 1 114.0I.N. L-30313 Di.. 13-1/2" FULL T.D.I.L. —10-t
a.. 4.1 W, F. —
MAXIMUM WORKING PRESSURE 247 PSI U-19 U-20
600
rw
Lu 5w
2400
30c)
O
200
100.
0
.?v
20
of
z
TOOL
0 lw " YIO 4* 500 600 700 WO 900 1000 ii0o 1200
CAPACITY IN U.S. GALLONS PER MINUTE
C-7048 T-2554 s.po'l*". C-7048 Oxiod 10-27-71 0910 3-29- 2 mQE-LB3JQBM
MENEM
M
MY
MR,
IN
W 11.0-mmmm
W"M
Own
N
M
a

TABLZ 4-THRUST BLOC$.ING AND ANCHORS ?OR VNDCRGROUND IRlUGA77ON r17KLI14LS
1
u
u
1
t
p..
R �a e
step I. Mufticay Ube W*rk' a Cre- trr the ■ppzvpedahe Value
shwa In the (a0amda tab" to otbuin taw thzuat in H (lb):
Pllt?LINL TNStUST TACT%)RS* 7
P1De die
to mat
D-d and
ar t«
90�
Mfrow
48
13bow
22 tip
Maw -
I
48
2.94
4.16
2.2E
1.16
2
60
4.b6
6.4E
3.60
1,78
2%
73
6,66
9.410.
6.10
2,80
3
s9
9.S0
1a.9
7.51
3.22
31h
102
12.
18.1
9.E1
4,89
4
114
16.1
23.0
12.4
6.31
6
141
24.7
26.0
18,9
9.63
6
168
242
40.2
26.7
13,6
8
219
69.0
83.5
46.2
23,0
10
273
91-6
130.0
70.0
MA
12
J34
129.0
182.0
•98.6
60.3
14
3tl3
160.2
224.6
122.8-
62.E
16
Sal;
143.2
360.0
140.7
71.9
16
406
201.1
284.4
168.E
78.5
18
476
274.7
388.4
210.1
107,4
20
618
326-9
462.2
250_1
127.8
21
680
581.E
639.9
2a2_1
149.3
24
d30
483.2
693.2
369,E
188,9
27
710
613.7
867.t
469.E
239.9
•9aacd on thrust p& kPa (pd) Creaeuze .
TSlockiag for erou may act be needed with long braaeh llaea.
Step 2. Datarmina the baada= str=&%h of the &oU f vm the table
below.
SLAR.ING STR11lGTH or SOILS
Sops and seas bea:fng loads
lbff12
k1 ■
Sound shall
10 000
WO
Cemented gi creel and wdel
difficult t-a pick
4 000
200
Coarse and f9rte compact sand
3 000
150
Medium dar-can be spaded
2000
100
Salt day
1 000
60
Muck
0
0 .
sap S. Dtrid■ the total ehmrt obtained In Data 1 br the bearing
stseagtb of the sod to Pt the area needed, m- (ft2).
ME 7liltg3T ALTLBIiATMZ ZROCZDURZ
Ptpa size
W.
tam
Side thrA0-Per degnw4
lb N
1%
48
6a
22.7
2
d0
7.9
35.1
2%
73
11.6
61.E
3
go,
171
78.1
3%
102
22.4
"A
4
114
28.3
1259
6
141
45.1
191.7
$
1$$
$0.9
270A
$
219
103.0
46S.2
10
27S
140.0
711.7
12
324
225.0
1000.3
14
383
278.2
1237.4
16
339
319.E
1421.E
16
406
349.3
1563.7
18
476
477.3
2123.Q
20
613
bd8.0
2626-6
21
660
dd3.4
2951.7
24
$30
339.E
ST34A
27
710
106E-2
4T42.b
e8eaed on side thrust per 489 kPa (100 flat) pa+arurs par dQ6z**
of deflection.
NOTE: Multiply dde thrust from Wale by deaw of dede ction
Cores kPa (pd) dvtded by 100 to obtain Local side thrust in 74 t1bL

LEGEND:
O IRON PIPE OR IRON STAKE
❑ CONCRETE MONUMENT
PROPERTY LINES OF THIS SURVEY +ems
---- TIE LINES. OLD PROPERTY LINES. ETC. !j
Al,
rl�
I �qr NEW SITE
!4 0
rcy t
ra
1p cl
I ro
2
TERRITORIAL 80UNOARY 1
FOR THE TOWN OF WATHA 1
a ¢
m
o �
NOTES: v
ALL AREAS COMPUTED BY COORDINATES.
DISTANCES SHOWN ARE HORIZONTAL SURFACE. a
DISTANCES ARE NOT REDUCED TO GRID.
a
i/ gf�y
SITE LOCATED IN FENDER COUNTY, NC ON S. R. No. 1313
FILE: KING3\SITETWG DRAWN BY: JBB
JIM BL4NCHARD & ASSOC. DATE: APRIL 18. 1997
EXISTING
O SOW FARM
O
O
2 SMALL DITCHES
TO BE CONVERTED TO
GRASS WATERWAYS.
LAND SURVEYORS -- PHONE [phone] Z=KING FARMS
P.O. BOX 5, KENANSVILLE. NC 28349 SCALE: 1 INCH = 660 FT.

LEGEND: EXISTING z
O
O IRON PIPE OR IRON STAKE SOW FARM V
❑ CONCRETE MONUMENT O W
PROPERTY LINES OF THIS SURVEY---- TIE LINES, OLD PROPERTY LINES. ETC. ��sri U
M
Os �9 rn
I18.7 A �9t NEW SITE
D.
Ln
r�
C�
C�
0
I34.1 Ac. +_
3
O EFFECTIVE WETTED AREA = 12.4 Ac. t_
RRITORIAL BOUNDARY O EFFECTIVE WETTED AREA = 23.8 Ac.+_
ExTRFOR THE TOWN OF WATHA
o x : TOTAL EFFECTIVE WETTED AREA = 36.2 Ac. +_
LU a
m
Q U
!VOTES: o v
Ll
ALL AREAS COMPUTED BY COORDINATES. -j
DISTANCES SHOWN ARE HORIZONTAL SURFACE. < Lu
DISTANCES ARE NOT REDUCED TO GRID.
SPRAY FIELDS
FILE: KINGS\SITE.DWG DRAWN BY; JBB I
SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
JIM BLANCHARD & ASSOC. DATE: APRIL 18, 1997
LAND SURVEYORS -- PHONE [phone] KING FARMS
P.O. BOX 5, KENANSVILLE. NC 28349 SCALE: 1 INCH = 660 FT.

r� m m m r m m m= m m m= m m m m
/ 0
/ o
LEGEND: EXISTING z
O
O IRON PIPE OR IRON STAKE ox SOW FARM V
O CONCRETE MONUMENT q-BbF`E O W
PROPERTY LINES OF THIS LURES, O
----TIE LINES, OLD PROPERTY LINES, ETC. m4 ��.i� Q
hQ
_0' s 4q rn
NEW SITE
H
�J N
0
m4
C�
* o
h0
/ sOx '
A
0 -
hO x �
TERRITORIAL BOUNDARY
FOR THE TOWN OF WATHA = a
w
� 3 �
m
ix
NOTES: � v
ALL AREAS COMPUTED BY COORDINATES.
DISTANCES SHOWN ARE HORIZONTAL SURFACE. < w
DISTANCES ARE NOT REDUCED TO GRID.
LANE SPACINGS
SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
FILE: KING SITE.DWG DRAWN BY: JBB
JIM BLANCHARD & ASSOC. DATE: APRIL 18, 1997
LAND SURVEYORS -- PHONE [phone] KING FARMS
S
P.O. BOX 5. KENANSVILLE, NC 28349 SCALE: 1 INCH = 660 FT.

m r m r m m m m m m m m m m m m m m m
LEGEND: EXISTING z
O
O IRON PIPE OR IRON STAKE 50W FARM U
❑ CONCRETE MONUMENT O w
PROPERTY LINES OF THIS SURVEY � -fs
---- TIE LINES. OLD PROPERTY LINES. ETC. >y z
O �
to
2O S �Y9 Q1
I`yst NEW SITE
B 35.2 A tw, l
V>
h�
O
c
O
D b
h
Fry
"} 0 A = 6" PVC RISER FOR PUMP CONNECTION.
F ti 0 B - F= 6"PVC RISER HYDRANTS.
OUNDARY G G = EXTRA PULL FROM HYDRANT F.
THE R IIAL B
FOR a ai = 6" PVC CL200 PIPE.
EXTRA-EXT' OWN OF WATHA
�
z w
fl ¢ o
3 Q
� y U
NOTES: � v
ALL AREAS COMPUTED BY COORDINATES- -�
DISTANCES SHOWN ARE HORIZONTAL SURFACE. Q
DISTANCES ARE NOT REDUCED TO GRID.
PIPES AND
HYDRANTS
SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
FILE: KING3 SITE.DWG DRAWN 9Y: J99
JIM BLANCHARD & ASSQC. DATE: APRIL 18, 1997
LAND SURVEYORS -- PHONE [phone] KING FARMS
P.O. BOX 5, KENANSVILLE, NC 28349 SCALE: 1 INCH = 660 FT.

M' m m m m m m m m m m m m m m m m r m
/ 0
LEGEND: EXISTING
Q IRON PIPE OR IRON STAKE O SOW FARM V
O CONCRETE MONUMENT O w
-- TIEPROPERTY
ISURVEY NES, OLD PROPERTY L NEETC.to
+ems' Q
cn
NEW SITE F
2 r ti
in
o
BOUNDARY �. 3
TERRITORIAL 3 ) 1 - 3 = THRUST. BLOCKS
EXTRAFOR HE TOWN OF WATHA
3
m D_
� y U
cr
NOTES: v
ALL AREAS COMPUTED BY COORDINATES. -�
DISTANCES SHOWN ARE HORfZONTAL SURFACE.
DISTANCES ARE NOT REDUCED TO GRID.
THRUST BLOCKS
SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
FILE: KING3\SITE.DWG DRAWN BY: JBB
JIM BLANCHARD & ASSOC. DATE: APRIL 18, 1997
LAND SURVEYORS -- PHONE [phone] KING FARMS
P.O. BOX 5, KENANSVILLE, NC 28349 SCALE: 1 INCH = 660 FT.
1

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}3i9
zzI.1,1s&" +324 1354. PENDER COUNTY NC
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1 �. KING FARMS
OWNER: CRAIG KIN
ke
S. R. No. 1313
PENDER COUNT , NC
78'00' 126
,e Mapped, edited, and published by the Geological Survey

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OWNER: CRAIG KING
Ls EmA S. R. No. 1313
f
\\\ C PENDER COUNTY, NC
Lake Ls 'f.••
I -A EmA Ls
f.
_MoEmA Mk
� {Ioinr rhsaf 7J 1
'5090 4000 3000 2000 1000 0 5000
This soil survey map was compiled by the U.S. Department
of Agriculture, Soil Conservation Service. end cooperating .5 0 1
agencies. Base maps are prepared from 1983 serial photo- Scale • 1:24000
'graphy. Coordinate grid 0c6ls and land division corners. If
shown, are approximately positioned_ PEN DER COUNTY, NORTH CAROUNA NO. 2

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U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL LEGEND
The first letter, always a Capital, is the initial letter of the soil or
miscellaneous area name. The second letter is a small letter.
The third teller, if used, is always a capital and shows the slope.
The lour lh letter, it used. is the number 2 and indicates the map
unit is eroded. Symbols without slope letters are those of nearly
level soils or miscellaneous areas.
SYMBOL NAME
AnB Alpin fine sand, I to 6 percent slopes
AtA Altavista fine sandy loam. 010 3percent slopes
AuB Autryville afine sand. I to 4 percent slopes
AyA Aycock lom, 0 to 3 percent slopes
Ay62 Aycock loam, 3 to 6 percent slopes, eroded
BaB 6aymeade line sand, 1 10 4 percent slopes
Bo 13ohicket silty clay loam. Irequently flooded
Ca Carteret line santl, frequently flooded
Ch Chawacla and Chastain sails, frequently flooded
Cl Crootan muck
Do Darovan muck, frequently flooded
FmA Exum loam, 0 to ?percent slopes
EuA Exum•Urban land complex, 0 to 2 percent slopes
Fo Foreatan loamy fine sand
GoA Goldsboro fine sandy loam, 0 to 2 percent slopes
Gr Grantham loam
Gt Gritlon loamy line sand
InA Invershiel•Pender complex, 0 to 2 percent slopes
Jo Johns fine sandy loam
KaA Kalmia loamy fine sand, 0 to 2 percent slopes
Kel3 Kenansvllle fine sand. 0 to 4 percent slopes
KuB Kureb fine sand, 2 to 6 percent slopes
LnA Leon fine sand. 0 to 2 percent slopes
Ls Liddell silt loam
Lu Lumped fine sandy loam, occasionally flooded
Me Mandarin fine sand
MCC Mervyn and Craven soils, 6 to 12 percent slopes
Me Meggetl loam
Mk Muckalee loam, frequently flooded
Mu Mumille muck
NhC Newhan fine sand, dredged, 2 to 10 percent slopes
NkE NewhamCorolla complex, 0 to 30 percent slopes
NmE Newhan-Corolla-Urban land complex, 0 to 30 percent slopes
NoA Norfolk loamy fine sand, 0 to 2 percent slopes
NOB Norfolk loamy fine santl, 2 to 6 percent slopes
On ' Onslaw loamy fine sand
PeA Pactolus fine sand. 0 to 2 percent slopes
Pn Pantego mucky fine sandy loam
Pt Pits
Ra Rains line sandy loam
To Tomunta mucky fine sandy loam
Wo Woodington fine sandy loam
PEI

• ,l
APPRQX{NAT£ SCALE +
p !OC7 FEET
J
NATIONAL FLOOD INSURANCE FROGRA�
h.
FIRS[
FL000 INSURANCE RATE MAP
PENDEll COUNTY, . •
NORTH CAROLINA
I
If
I�f �ji:
,; (UNINCORPORATED AREAS)
PANEL 65 OF 537 1
(SEE MAP INDEX FOR PANELS NOT PRINTED) ;
COMMUNITY -PANES` NUMBER
370344 0065 B
'! EFFECTIVE DATE:
r
FEBRUARY 15,1985
}1 I
Federal Emergency Management Agency
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KING FARMS
OWNER: CRAIG KING
S. R. - No. 1313
PENDER COUNTY, NC

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SW L y` FARM
DESIGN, CONSTRUCTION., OPERATION,
AND MANAGEMENT PLAN
FOR
KING FARMS
OWNER: CRAIG KING
S. R. No. 1313
PENDER COUNTY, NC
I
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my know��'l1�b4ef.
ON H CA/70
M. Floyd Adams, P.
License No. 12273
A'1 0 16111114910
pAp4►���.
Dalc

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SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
KING FARMS
OWNER: CRAIG KING
S.R. No. 1313
PENDER COUNTY, N.C.
TABLE OF CONTENTS
Lagoon Design Check List
Emergency Action Plan
Soil Investigation
Waste Management Facility Site Evaluation
Lagoon Design
Hazard Classification Data Sheet for Dams
Operation and Maintenance Plan
Construction Specifications for Lagoons
Seeding Specifications
Plan for Lagoon
Typical Cross -Section of Lagoon
Staff Gauge
Waste Utilization Plan with Attachment B
Notices to Adjoining Landowners
Insect Control Checklist
Waste Management Odor Control Checklist
Mortality Management Methods
Irrigation Plan
Maps
A. Vicinity Map
B. Topo Map
C. Soils Map
D. Flood Plain Map
E. ASCS Map

I
CHECKED BY: M . ,c i PC.
DATE:
I..A000N DESIGN CHECK LIST
vJ� 1. Copy of 026 and maps if clearing involved.
i 2.
3.
u
1
kA
Dam safety -
a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
Adequacy of storage volumes -
a• designed volume exceeds needs
-b. stop pumping volume exceeds treatment volume
c. 25 year storm volume exceeds volume at start pumping
d, actual volume pumped exceeds required volume to be pumped
e• all temporary storage stored above seasonal high watertable
f. sludge volume included
g. minimum 6 feet treatment volume depth,
Operation & Maintenance Plan (sheet) -
a. begin and end pump -out elevations
Location sketch -
a. distances to nearest residence
b. road numbers
C. north arrow
Hazard Classification Sheet (NC-ENG-34) -
a. distance to nearest stream in event of dike failure
b. distance to nearest public road in event of failure
C. topo map showing lagoon location and information to support a&b
Waste Utilization Plan
a. show all tracts & field numbers, field acreage, crops
b. signatures of producer person preparing plan
C. agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
d. ASCS maps of fields to be used for effluent disposal
e. soil survey sheets showing all fields
f. check suitability of soils for crops planned
g. include attachment "B" on sampling procedure
h. waste plan is included but prepared by other qualified specialist - this plan is not
part of the engineer's review
1

8.
Sheet Investigation SCS-ENG-538)
Soil (
g
KfP_
a. are sufficient borings made for size and condition of lagoon
1iLL
b. borings 2.0' below designed bottom of lagoon
C. location & elevation of borings in relation to grid survey
1
d. seasonal high watertable - s.;� ��1 .ia; ,; �,. ti,�.�.., ,S�•. �,.:;,f,, zv,.")
✓
9.
Seeding specifications included (lagoon dike and other exposed areas around buildings)
'
10.
Construction Specifications (sheet included)
a. need for cut-off trench addressed
b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
'
C. protection of liner during initial filling and near flush pipes addressed
11.
Grid Sheet (original or ledgable copy)
/
a. gridded area large enough to include embankment slopes and surface water
diversions
1
b. location & dimensions of lagoon & buildings shown (lagoon inside top
measurements shown and lagoon corners identified by grid stations)
.�
C. surface water removal (pipes, outlets, etc) shown
d. soil borings location show
e. TBM location & elevation shown
O/A
f. existing utilities located (if applicable)
'
g. emergency spillway shown (if applicable)
12.
TYF ic.al cross-section included
_✓
a. dike elevation & top width shown
b. lagoon bottom elevation shown
_✓"
e. side slopes shown
✓
d. effluent outlet pipe invert elevation shown
'
✓
e. effluent outlet pipe shown to discharge below water surface
e. building pads - elevation & grade shown
WA
f. cut-off trench shown - if required
g1 liner shown - if required
13.
Volume Computations
'
a. excavation
b. dike fill
C. pad fill
'
14.
Summary Sheet
a. design requirements -- 52-D L- r.. K
-
b. excavation volume
'
c. fill volumes
d. cut -Fill ratio -�-�
'
_W.
15.
Location of subsurface drainage (if present)
-) z
11

16. Presence of utilities addressed
_sue 17. Observation of cultural resources statement included
18. Operation is outside of jurisdictional limits of municipalities
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EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 9ta-39: -39dCi
EMERGENCY MANAGEMENT SYSTEM
SWCD 9 to zs?-43as_
NRCS 910-z 9-43g5
This plan wili 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 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.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eIiminate 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 no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18, 1996

e. Repair all leaks prior to restarting pumps.
C: 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 Ols, or property damage?
d. Did the spill leave the property?
c. 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 - 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
c.. Instruct EMS to contact local Health Department.
r d. Contact CES, phone number - - , local SWCD office phone number -
and local NRCS office for adviceltechnical assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
S: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
-
2 December 18, 1996

6: Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: M. f=1... f?
b. Phone: 910 - �it-in
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.
3
December 18, 1996

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4
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10
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12
13
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is
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is
119
20
21
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6.7
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sz
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soaRrncs MADE >BSfGNANRE • TIZ'I.����� .

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United States
Department of
��. Agriculture
Natural
Resources
Conservation
Service
WASTE MANAGEMENT FACILITY SITE EVALUATIOri
GENERA-L INFOIL%IATION
NAME 0- ?4 cx i � 1"'� i ✓l 4
TELEPHONE ej 1 C ;g e — 2 (- `t 2-
NC-CPA-17
REV. 1, 2-96
LOCATION 5 5 f_ 0;� : a R f .3 /3
'l
SIZE OPERATION
LOC.%TION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED HY PRODUCER FT.
DISTANCE FROM NEAREST PUBLIC FACILFFY (cahoot, church, etc.) �L -�O� �'FT.
IS SITE WITHEN 100-YEAR FLOOD PLr%IN?
YES _ NO
If yes, NRCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROMM A "BLUE LINE" PERENNIAL STREA-VI?
YES N 0 _
If no, site must be relocated.
IS SITE WT 11131 I MILE ZONING JURISDICTION OF A MUNICIPALITY?
YES NO
If yes, landowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval.
ARE UTILFFIES IN CONSTRUCTION AREA?
r'
YES _ NO Y
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES NO
If yes, producer must complete Form NRCS-CPA-38 (Request for Certified
Wetland Determinatiou/Delineation).
WILL ACTION RESULT IN SWAMPBUSTING? YES NO
IF WETLANDS ARE INVOLVED, TT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US ARMY CORP OF
ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGENIENT TO DETERMINE IF PERMrrS ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
IS MADE.
MRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size, MRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre in size, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of preference.
ODOR CONTROL
HAS ODORCONTROL BEEN DISCUSSED WITH PRODUCER:
• PREDOMINANT WIND DIRECTION? YES NO
• PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 112 YES _� NO T
OF THE CAPACITY? /
• USING GOOD SOUND JUDGMENT IN LAND APPLICATION YES V NO
OF WASTE?

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NC-CPA-17
REV. 1, 2-96
Page 2
OTHER ENVIRONMENTAL FACTORS
iS ENDANGERED ANDIOR THREATENED SPECIES HABITAT PRESENT? YES _ NO
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR I/
WILL PLANNED ACTIONS IMPACT ON ,,,N ADJACENT NATURAL SCENIC AREA? YES NO
IS AIN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA? YES NO
ARE THERE PRIME UNIQUE, STATE OR LOCALLY IMPORTANT FAR IMLANDS IN THE YES _ NO
OPERATING UNIT7
WILL THE ACTION RESULT IN SODBUSTING7 YES NO L/
If the answer to anv of the above is yes, MRCS will not provide technical
assistance unless agency policy is followed.
WASTE NlANAGE,\IE\T /
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES Y NO
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED INFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO (MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND YES 110
ON WHICH TO APPLY WASTE?
(Attach Waste Utilization Plan to site evaluation.)
SOH, INVESTIGATION - VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
YES
NO
IS A LINER REQUIRED?
YES _
NO
TYPE OF LINERTO BE USED:
CLAY J<tENTONRTE SYNTHETIC
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
YES
NO
SITE?
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
YES
NO
ACCESS TO CLAY?
_
IS A CORE TRENCH REQUIRED?
YES _
NO
(Attach soil investigation sheet to site evaluation)
/
V
IS SUBSURFACE DRAIN TILE PRESENT7
YES _'
NO
(If yes, the must be removed or plugged)
SITE APPROVED YES NO CONDITIONAL
COMMENTS c osvrKCf.,"
s I+cJ away.
i�41 d'S'�@Ymin+�:4u. t�q�C C�tAYi+eg �15�rue r6N.
THIS SITE INVESTIGATION IS VALID FOR �t�M THE DAZE SHOWN BELOW. IFCONSTRUCTION
HAS NOT BEEN STARTED WITHIN TWE A INVESTIGATION WILL BE RE UIRED. U
SIGNATURE DATE(}
ti
R! Changes in the local or state law arc i>k 6 require a new site investigation.
Y�`,A���°0 cc Dr AO

'
LAGOON DESIGN
Operator: King Farms County: Pender Date: I 1 / 19/96
the site evaluation been completed & approved: yes
'Has
1.
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. =
0 lbs
0 sows (farrow to feeder) x 522 lbs.
0 lbs
'
2880 head (finishing only) x 135 lbs.
388800 Ibs
0 sows (farrow to wean) x 433 lbs. =
0 lbs
0 Nead (wean to feeder) x 30 lbs. =
0 lbs
'
Describe other:
'
'Total Average Live Weight —
388800 lbs
2.
MN1MU1t4 1ZIwQUIRED TmEATMENT VOLUME OF LAGOON
Volurne = 388800 cubic ft. (includes 0 cu. ft, add. treat. Vol.)
' 3.
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 97920.0 cubic feet
'
4
TOTAL DESIGNED VOLUME TRIANGLE SHAPED LAGOON
'
Inside top side 1 (feet) ----------------------------------------- 476,83
Inside top side 2 (feet) ----------------------------------------- 468.49
t
Inside top side 3 (feet)-------588.23
Top of dike elevation (feet) ---------------------------------- 57.30
Bottom of lagoon elevation (feet) ----------------------------- 45.8
'
Freeboard (feet) --- ------------------------------------- -------- 1.00
Emergency spillway depth of flow (feet) --------------------- 0.00
Side slopes (inside lagoon) ------------------------------------ 3.0 : 1
'
Total design volume using prismoidal formula
SS/SIDEI SS/S1DF2 SS/SIDE3 SIDE] SIDE2 SIDE3
DEPTH
3.0 3,0 3.0 466.75 458.59 575.80
10.50
AREA OF TOP TRIANGLE
'
SIDE1 SIDE 2 SIDE3
466.75 458.59 575.80 10426I (AREA OF TOP)
'
AREA OF BOTTOM TRIANGLE
SIDE 1 SIDE2 SIDE3
t360.90
354.60 445.23 62336 (AREA OF BOTTOM)
AREA OF MIDSECTION TRIANGLE
SIDEI SIDE2 SIDE3
413.83 406.59 510.51 81958 OF MIDSECTION)
(AREA
CU. FT. = [AREA TOP = (4 *AREA MIDSECTION) = AREA BOTTOM] *
104261 327832 62336
DEPTH/6
1.75
'
Total Designed Volume Available = 865250 CU. FT.

'
5.
TEMPORARY STORAGE REQUIRED
'
DRAINAGE AREA:
Lagoon (top of dike)
Side 1 Side 2 S1de3 Area inside top of dike:
'
476.83 468.49 588.23 108813 square feet
Surface area of connecting waste facility:
0.0 square feet
'
Buildings (roof and lot water) or impervious area:
0.0 square feet Describe this area.
TOTAL DA 108813.0 square fect
'
Design temporary storage period to be 180 days.
5A.
Volume of waste produced
'
production in gal./day per 135 lb. ALW 1.37
Feces & urine Y
p b
Volume = 388800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 clays
Volume = 710208 gals. or 94947.6 cubic feet
'
513.
Volume of excess water
'
Volume = 2606.6 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 62726.4 cubic feet
'
5C..
Volume in
of rainfall excess of evaporation
'
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 13.3 inches
180 days rainfall = 21.7 inches
'
Volume = 21.7 in * DA 1 12 in. per ft. = 196,770 cubic feet runoff
Volume = 13.3 in. * lagoon DA/ 12 in./ft = 120,601 feet evap.
'
Volume = 76169 cubic feet
5D.
Volume of 25'year 24 hour storm 7.7 in.
'
Volume of "Heavy Rain" 7.7 in.
Volume = 15.4 inches / 12 inches per foot * DA
'
Volume = 139643 cubic feet
1

' 5E. Additionol volume as follows:
' TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
' 513. 62726 cubic feet
5C. 76169 cubic feet
5D. 139643 cubic feet
' 5E. 0 cubic feet
TOTAL 373486 cubic feet
' 6. SUMMARY
Temporary storage period _________________________ _—w=-__> 180 days
Rainfall during; wettest period of'storage_____________________> 21.7 inches
' Evaporation during storage period =_ _-=----==> 13.3 inches
25 year - 24 hour rainfall = __> 7.7 inches
Heavy rain =__--___ __________________________________> 7.7 inches
' Freeboard __________________________________________> 1.00 feet
Side s]opes__________________________^====_==_=____=_> 3.0 : 1
Side]____________________________________—_==-w> 476.83 feet
' Side2_____________________________________________> 468.49 feet
Side3______________________________________________> 588.23feet
Emergency spillway elevation (if planned) ___________________> 56.30 feet
' Top of dike elevation ______________________ __—______=> 57,30 feet
Bottom of lagoon elevation ______________________________> 45.8 feet
' Top of sludge elevation47.31 feet
Total required sludge storage volume= — ------- -==_--____> 97920 cu. ft.
Actual volume for sludge storage ===_=— ____> 98154 cu. ft.
' Total required volume =------------------------ —__> 860205 cu. ft. *
Actual design volume==== ==-=----------=------__===__> 865250 cu. ft. *
Seasonal high. waterable elevation (SHWT)====_ ____________> 50.00 feet
' Stop pumping elevation _________________________________> 52.35 feet
Must be > or = to the SHWT elev.____________________> 50.00 feet
Must be > or = to min. req. treatment el. ==W=====--------> 52,30 feet
' Min. Required treatment volume======_____=_____--__--__> 388800 cu. ft.
Volume at stop pumping elevation==—==389404 cu. ft.
Start pumping elevation ---=—W====--------- _---------- > `- 54.91 feet
' Must be at bottom of 17,13. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall =— ----- =_> 725607 cu. ft.
Volume at start pumping elevation = --- — --_=> 724640 cu. ft.
' Required volume to be pumped =______ _ __ ==-----> 233843 cu. ft.
Actual volume planned to be pumped = --------- ----- --> 237082 cu. ft.
Min. thickness of soil liner when required = =—---=---- ---> 1.5 feet
7. DESIGNED BY: APPROVED BY:
DATE: /.2 f/', T DATE: 4/Z41-9 7
1 /
11

HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Vincent Craig King
Countv PONDER
1 Estimated Depth of Water to Top of Darn L. T-I Ft. Length of Flood Pool ;t Ft.
Date of Field Hazard Investigation 9 ,3Q
' Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
darn failure.
Est. Elev.
Est. Elev.
Kind of 'Improvements:
of Breach
Reach Length
Width Slope Land Use
Improvements Above
Floodwater Above
Flood Plain
Flood Plain .
F[.
F[. ; %
N/A
N/A
I ' I,000
too
<I%
2
r
3 t t
t
Describe potential for loss of life and damage to existing or probable
future downstream improvements for a sudden breach. A sudden failure of
the _structure will not endanger life nor cause significant damage to
buildings, agricultural land, or public roadways. The structure is
approximately 100 feet from a canal leading to tributaries which lead to
Washington Creek and agproximate.1y 1600 feet from S. R. No: 1313,_
Hazard Classification of Pam (A, B, C,) (see NEM-Part 520.21) tk
NRCS Dam classification (I,II,III,IV,V) _ ~TV--
By Date z:y4Z7
M. Floyd Adajffs, P.E.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
1
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage
(1) waste from animals and (2)
included is storage for the 25
heavy rain factor. The volume
of animals will be fairly const
year, but excess rainfall will
factor and 25 yr rainfall will
pumping cycle, but this storage
consists of 180 days storage for:
excess rainfall after evaporation. Also
yr - 24 hr storm for the location and a
of waste generated from a given number
ant throughout the year and .from year to
vary from year to year. The heavy rain
not be a factor to consider in an annual.
volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste ' utilization plan. Highly visible markers shall be installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
' Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
' runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
' center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
' The following items are to be carried out:
.1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
' plan recommends sampling and testing of waste (see attachment)
before land application.
' 3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 54.91 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 52.35 This temporary
storage less 25 yr and heavy rain contains 237,082 cubic feet or
' 1,773,373 gallons.

SHEET 2 OF 2
ii
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4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. 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. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible.in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment.and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

1 ,
SHEET 1 OF 3
' 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
G 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 equipment shall travel in a direction parallel to the main
axis of the fill._. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use 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_ - ^- - - r-- THEMINIMUMREQUIREDTHICKNESSSHALLBE1_- 5ft_
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 NRCS approved material (ie - CL,SC,CH).
' REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
1 '.

1 '
SHEET 2 OF 3
' 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 DG98 Dry Unit.
' Weight of the liner material unless otherwise specified. 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.
1
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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 on 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
on 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 specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

tSHEET 3 OF 3
' and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
' BOTTOM ANDEDGES
- _
The bottom of all. lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
' QUALITY ASSURANCE
-----------------
' During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be'required
' as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
' inspector .as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
116 (Revised September 1993);. In the absence of supervision of
' construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.
1

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SEEDING SPECIFICATIONS
----------------------
AREA TO
BE SEEDED: 1.5 ACRES
'
USE THE
SEED
MIXTURE INDICATED AS FOLLOWS:
0.0
LBS.
FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
t
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' BAHIA GRASS AT 60 LBS./ACRE'
(SEE FOOTNOTE NO. 1)
'
SEEDING DATES: MARCH 15 TO JUNE 15
12.0
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
0.0
LBS.
RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER-1 TO.MARCH 30
LBS.
' APPLY THE FOLLOWING:
1500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150.0 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.
' 1. 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
tUNTIL BAHIAGRASS IS ESTABLISHED.
1
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1

SETTLED TOP DIKE ELEV. = 57.30'
ADO 5% FOR SETTLEMENT
SWINE CONFINEMENT BUILDING .
PIT RECHARGE OPERATING
LIQUID ELEV. = 56.65'
PAD ELEV. = 55.30'
SLOPE - 0.25S
NATURAL GROUND --�
FINISH FLOOR ELEV. = 55.65'
NOTES:
ELEVATIONS ARE REFERENCED TO AN ASSUMED ELEVATION
OF 50.0 FEET FOR AN IRON ROD SET APPROXIMATELY
1 FOOT BELOW THE GROUND SURFACE. AND 1>0 NOT
REPRESENT MEAN SEA LEVEL DATUM.
A FLEXIBLE PIPE SHOULD BE ATTACHED TO THE DISCHARGE
PIPE TO REDUCE ODOR BY DISCHARGING BELOW THE SURFACE.
FILL: KINGS\SECTIONI.DWG I DRAWN BY: 455
DESIGN STORAGE ELEV.
= 56.30'
START PUMPING ELEV. =
54,91 '
STOP PUMPING ELEV. =
52,35'
SLUDGE STORAGE ELEV.
= 47,31 '
FINISH 80TTOM ELEV. =
45.80'
DISCHARGE OUTLET INVERT ELEV. = 52.90'
8' PVC 0 SLOPE = 17---w
3'
CORE
TRENCH
7.5' MIN. THICKNESS
OF IMPERVIOUS . CLAY
TYPICAL. CROSS-SECTION
SINGLE STAGE LAGOON - PIT RECHARGE DESIGN
SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
JIM BLANCHARD & ASSOC. DATE: NOVEMBER 20, 1996 KING
r\ J f f
LAND SURVEYORS -- PHONE [phone] N Gj FA R M S
V. SCALE: 1 INCH = 10 FT.
P.O. BOX 5, KENANSVILLE. NC 28349 H. SCALE: 1' INCH = 10 FT.

m m m m m m = m m m m m
MAXIMUM LIQUID LEVEL
THE TOP PIPE IS LOCATED BELOW THE I FOOT FREE BOARD AND THE
25 YEAR 24 HOUR STORM AND HEAVY RAIN. THIS IS THE START PUMPING LEVEL
AND IF THE LIQUID IS ABOVE THIS LEVEL THE FARM IS OUT OF COMPLIANCE.
—w—HALFWAY POINT
THE MIDDLE PIPE IS IN THE HALFWAY POINT BETWEEN THE START PUMPING
LEVEL AND THE STOP PUMPING LEVEL.
-\ MINIMUM LIQUID LEVEL
THE BOTTOM PIPE IS LOCATED AT THE STOP PUMPING LEVEL. THE LIQUID
BELOW THIS LEVEL IS THE PERMANENT STORAGE AND THE LAGOON SHOULD NOT
BE PUMPED BELOW THIS LEVEL.
STAFF GAUGE
SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
JIM BLANCHARD & ASSOC. DATE: APRIL 29, 1997
LAND SURVEYORS — -- PHONE [phone] Zzi KING FARMS
V. SCALE: 1 INCH = 10 FT.
P.O. BOX 5. KENANSVILLE, NC 28349 H. SCALE: 1 INCH = 10 Fl.

' WASTE UTILIZATION PLAN PAGE 1
April 23, 1997
PRODUCER: Craig King
LOCATION: S. R. No. 1313
' Pender County, NC
TELEPHONE: [phone]
TYPE OPERATION: Feeder to Finish Swine
NUMBER OF ANIMALS: 2880 hogs design capacity
' The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal. waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
' cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
' Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infilitration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to.land
' eroding at greater than 5,tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface'is frozen. Either of these conditions
' may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to -revise this
plan. Nutrient levels for injecting waste and irrigating waste are
' not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be,based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This, waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
1 Management Commission.

1
WASTE UTILIZATION PLAN
F1
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs x 1.9 tons waste/hogs/year = 5472 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2880 hogs x 2.3 lbs PAN/hogs/year = 6624 lbs. PAN/year
PAGE 2
OPTION 1
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LES
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
120.0
TIME
LS
C
150
0
36.2
5430
MAR-JUN
6783 8,9,.10
SG 1 150. 0 36.2 1810
6783 8,9,10SEP-APR
1 TOTAL 72!40
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients: This
plan only addresses Nitrogen.

1
1
WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.
(Required only if operator does not own adequate
land. See required specification 2.)
PAGE 3
OPTIONI
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLZC
TIME
END
- Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
In interplanted fields (i.e.- small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too
high and this will definitely interfere with the stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best. results.
* Acreage figures may exceed total acreage in fields due to
overseeding.
** lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
1

WASTE UTILIZATION PLAN PAGE 4
OPTION 1
the following legend explains the crop codes used in tables 1 and 2 above:
LBS N
CROP CODE CROP UNITS PER UNIT
C CORN BUSHELS 1.25
SG SMALL GRAIN OVERSEEDED AC 50
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 36.2 7240
TABLE 2 0 0
1 TOTAL 36.2' 7240
AMOUNT OF N PRODUCED 6624
*** BALANCE _616
' *** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
1 Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to -prevent
' over application of nutrients or other elements. Your production
facility will produce approximately 1065.6 pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.

' WASTE UTILIZATION PLAN PAGE 5
' OPTION
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
' The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be.within 1.7 feet of the top of the dike.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION:
This option using corn and a small grain cover crop is Option 1.
In this option, there is a deficit of 616 pounds of nitrogen
which should be made up by commercial nitrogen. In -these fields,
there are 16 acres outside of the effective wetted area and the
corn planted in this area should get 150 pounds of commercial
nitrogen per acre.
' The next four pages contain the data for Option 2, which uses
double -cropped soybeans with grain harvested wheat.
' Option 1 or Option 2 can be used each year or in successive
years.

1
1
1
1
1
1
1
1
WASTE UTILIZATION PLAN
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs x 1.9 tons waste/hogs/year = 5472 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
PAGE 2
OPTION 2
2880 hogs x 2.3 lbs PAN/hogs/year = 6624 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
TABLE 1.: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL 'TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
LS
SBDC
38
152
O
36.2
5502.4
JUN-SEP
LS W 150 �100 O 36.2 3620
6783 8, 9 ,10 FEB-MAR
9122.4
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
While meeting the N requirments. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.
1

1
1
1
1
1
WASTE UTILIZATION PLAN PAGE 3
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE OPTION 2
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
END
Indicates that this field is being overseeded '(i.e. interplanted)
or winter annuals follow summer annuals.
' * Acreage figures may exceed total acreage in fields due to
overseeding.
' ** lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
the following legend explains thecropcodes used in tables 1 and 2 above:
LBS N
CROP
CROP
UNITS
PER UNIT
;::CODE
C
4
DOUBLE CROPPED SOYBEANS -GRAIN HARVESTED
BUSHELS
WHEAT
BUSHELS
2

' WASTE UTILIZATION PLAN PAGE 4
OPTION 2
' TOTALS FROM TABLES 1 AND 2
'
ACRES LBS AW N USED
TABLE 1
36.2 9122.4
'
TABLE 2
0 0
TOTAL
36.2 9122.4
'
AMOUNT OF
N PRODUCED 6624
***
BALANCE--2,498.4
*** This number must
be less than or equal to 0 in order to
fully utilize
the animal waste N produced.
1
Acres shown in each of
the preceding tables are considered to be the
'
usable acres excluding
odd areas unable to be
required buffers, filter strips along ditches,
irrigated, and perimeter areas not receiving
full application rates
due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the
tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
' land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 1065.6 pounds of plant
' available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge. Please be aware that additional acres of land, as well
special equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
' APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
' Your facility is designed for'.,180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within 1.7 feet of the top of the dike.

WASTE UTILIZATION PLAN PAGE 5
OPTION 2
fl
1
1
1
1
1
1
1
1
1
1
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report
for assistance in determining the amount of waste per acre and the proper
application rate prior to applying the waste.
NARRATIVE OF OPERATION:
This option using double -cropped soybeans with grain harvested
wheat is Option 2. In this option, there is a deficit of 2498
pounds of nitrogen which should be made up of commercial
nitrogen. In these fields, there are 16 acres outside of the
effective wetted area. The soybeans planted outside of the
effective wetted area should get 152 pounds of nitrogen per acre
and the wheat planted outside of the wetted area should get 100
pounds of nitrogen per acre.
Option 1 or Option 2 can be used each year or in successive
years.

' WASTE UTILIZATION PLAN PAGE 6
Plans and Specifications
1
1
I
1
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 which
reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Field Office must have documentation in the design folder that
the producer either has owns or has long term access to adequate
land to properly dispose of waste. If the producer does not own
adequate land to properly dispose of waste, he shall provide NRCS
with a copy of a written agreement with a landowner who is within
a reasonable proximity, allowing him/her the use of the land for
waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility
to secure an update of the waste Utilization Plan when there is
a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and
level of management, unless there are regulations that
restrict the rate of application for other nutrients.
4. Animal waste may be applied to land that has a Resource
Management System (RMS) or an Alternative Conservation System
(ACS). If an ACS is used the soil loss shall be no greater
than l0 tons per acre per year and appropriate filter strips
will be used where runoff leaves the field. These filter
strips will be in addition to "Buffers" required by DEM.
(See FOTG Standard 393 - Filter Strips and Standard 390
Interim Riparian Forest Buffers).
S. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when the
wind is blowing.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally
tilled cropland. When 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" in
the NRCS Technical Reference - Environment file for guidance.
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 conditions conducive to odor or flies
and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in
such a manner that no more than 20 to 25 percent of the leaf
area is covered.
1

PAGE 7
II WASTE UTILIZATION PLAN
10. Waste nutrients 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 a
crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to
surface water. This distance may be reduced for waters that
are not perennial provided adequate vegetative filter strips
are present. (See Standard 393 - Filter Strips)
' 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.
15. Animal waste shall not be discharged into surface wasters,
drainageways, or wetlands by discharge or by over -spraying.
Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site
by a "technical specialist". Animal waste should not be
applied on grassed waterways that discharge into water
' courses, except when applied at agronomic rates and the
application 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. Lagoons and other uncovered waste containment structures
must maintain a maximum operating level to provide adequate
storage for a 25-year, 24-hour storm event in addition to
one (1) foot mandatory freeboard.
' 18. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc.). If needed, special vegetation
' shall be provided for these areas and 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
t kept mowed and accessible. Lagoon berms and structures
should be inspected regularly for evidence of erosion, leakage
or discharge.
' 19. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and imple-
menting a "closure plan" which will eliminate the possibility
of an illegal discharge., pollution and erosion.
20. 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.

WASTE UTILIZATION PLAN PAGE 8
NAME OF FARM: King Farms
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the ap-
proved animal waste utilization plan for the farm named above. I
(we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities
will require a new certification to be submitted to the Division of
Environmental Management (DEM) before the new animals are stocked. I
(we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state from a storm event
less severe than the 25 year, 24 hour storm. The approved plan will
be filed on -site at the farm office and at the office of the local
Soil and Water Conservation District and will be available for review
by DEM upon request.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also cer-
tify that the waste will be applied on the land according to this'
plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Craig King
r
S IGNATURE : DATE:
NAME OF MANAGER (i£ different r m owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: M. FLOYD ADAMS, P.E.
ADDRESS (AGENCY) P. O. SOX 1098
KENANSVILLE, NC 26349
SIGNATURE:- DATE : _Z!Zm1

' LAGOON LIQUID SAMPLING ATTACHMENT R
SAMPLE COLLECTION
A. Lagoon Liquid
' I . Collect approximately 1/2 pint of recycled lagoon liquid from the inflow pipe to the
flush tanks,
'
2. >:rorn Lagoon
a. Place a small bottle (1/2 pint or less) on the end of a 10-15 foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
'
c. Brush away any floating scum or debris so it is not collected with sample.
d. Submerge the bottle within 1 foot of the liquid surface.
'
c. Repeat at approximately 5 locations around the lagoon, place into a bucket,
thoroughly mix, and empty I pint into sample container.
3. From a multi -stage lagoon system collect sample from lagoon that is going to be
irrigated from.
Ii. SAMPLE PREPARATION AND TRANSFER
'
A.
Place the sample for analysis into a flexible or expandable container that can be sealed. The
container should be rinsed clean with water and free of any residues but should not be
'
chlorinated or treated in any other way. Dry litter may also be placed in a sealed plastic bag
such as a freezer bag.
B.
The sample should be refrigerated, iced or cooled, if possible or transferred to the lab
'
immediately.
C.
Hand -delivery is the most reliable way of sample transfer, but it can also be trailed.
'
D.
If mailed, sample container should first be protected with a packing material such as
newspaper, then boxed or packaged with wrapping paper and taped.
'
E.
The NCDA Plant Analysis Lab provides this service for a nominal fee of $4 per sample which
should be forwarded along with the sample.
I. Address: NC Department of Agriculture
'
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
'
Raleigh NC 27611
Phone: [phone]
Attn: Dr. Ray Campbell
'
F.
Request that as a minimum the following analyses be performed:
1. Total nitrogen (TKN)
2. Ammonia nitrogen (NH3-N)
'
3. Total phosphorus (TP)
4. Potassium (K)
5. Dry litter samples should also include a total solids (TC) analysis.
1
G.
Other analyses performed at no extra cost by the NCDA include trace minerals.

1
APRIL 23, 1997
1
5z\Gf� 94"a
ROUTE 1 BOX 265
TEACHEY, N.C. 28464
91 9-285-2692
DEAR ADJOINING LANDOWNER,
AS REQUIRED BY STATE LAW AND AS A CDURTESY TO YOU, KING FARMS, 126 GARLAND
' KING ROAD, TEACHEY, N.C. 28464, IS lfl=Y INFORMING YOU OF OUR PLANS TD CONSTRUCT'
A SWINE PRODUCTION FACILITY ON A TRACT' OF LAND WE OWN BETWEEN WILLARD AND WATHA
ON STATE ROAD #.1313 ON THE FAST' SIDE IN PFNDER CaXNTTY.
THE UNIT WILL CONSIST OF: 4 --.720 HEAD FINIS11ING FLOOR WITH A TOTAL CAPACITY
OF 2880 ANIMALS. f'
THE ANIMAL WASTE MANAGEMENT PLAN WAS PREPARED BY JIM BLANCHARD AND ASSOCIATES,
' P.O. BOX 5, KENANSVILLE, N.C. 28349.
A COPY OF THE ANIMAL WASTE MANAGEMZWT PLAN FOR THIS UNIT WILL BE MAINTAINED AT
THE OFFICES OF THE U.S.D.A. NATURAL RESOURCES CONSERVATION SERVICE IN BURGAW, N.C.
28425.
' IF YOU WISH 70 SUBMIT WRITTEN COMMENTS ABOUT THIS FARM, YOU MAY ADDRESS THEM
TO NORTH CAROLINA DIVISION OF WATER AND QUALTTY, WATER QUALITY SECTION, PERMITS
AND ENGINEERING UNIT, P.O. BOX 29535, RALEIGH, N.C. 27626-0535.
' SIN Y,
4
' r
CRAIG KING
1
1
1

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
5k�� 07a"f4
ROUTE 1 BOx 265
TEACHEY, N.C. 28464
9 1 9-285-2692
April 23, 1997
King Farms sent Adjoining Landowner notices to the following people:
1. King Heirs
P.O. Box 2106
Washington, D.C. 20013
2. Mr. Richard & Ms. Alberta Hall
c/o Mr. Richard Hall
B-509 North F,dgewood Street
Baltimore, M.D. 21229
3. Ms. Mary Jones
c/o Mr. Thomas Jones
75 Needle Point Rd.
Willard, N.C. 28478
4. Ms, Cooleen Carroll
860 Old Anderson Store Rd.
Watha, N.C. 28471
5. Mrs. Lila W. Hall
131 Lila Hall Rd.
Watha, N.C. 28471
6. Mr. James R. Price
2591 Watha Road
Willard, N.C. 28471

Z 394 494 770
US Postal Service
Receipt for Certified Mail
No Insurance Coverage Provided.
Do not use for 'International Mail (See rl
Sent to r
Posum
Certified Fee
6pedsl Delivery Fee
Reswed Delivery Fee
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Insect Control Checklist for Animal Operations
Source Cause
lilVlPs to Control insects Site Specific Practices
Liquid Systems
Flush Gutters Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated solids from
- /gutters as designed.
[3 Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation
Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage Ef Design, 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; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues Or 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 for brewer's grain and similar high
oisture grain products).
a Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
... - .1.. .. A.._ 11 1nnt 'n--- I

M W M M M M1=1= M M M Ml M M!= mi i M
Source Cause
Animal Holding Areas • Accumulations of animal wastes ❑
' and feed wastage
. O
Dry Manure Handling . Accumulations of animal wastes ❑
Systems
i" ❑
BMPs to Control Insects. Site Specific Practices
Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
Inspect for and remove or break up -accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina Stale University,
Raleigh, NC, 27693-7613.
AMIC , ''lovember 11, 1996, Page 2

r al�r r r r �r r r r r r r r r r r ■r� r
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to MInimize Odor Site Specific Practices
Farmstead • . Swine production 9— Vegetative or wooded buffers; :
f' Recommended best management practices;
9"'Good judgment and common sense
Animal body surfaces • Dirty manurc-coveted animals Dry floors
Floor surfaces • Wet manure -covered floors Slotted floors;
C1 Watercrs located over slotted floors;
lJ Feeders.at high end of solid floors;
W Scrape manure buildup from floors;
W"Undcrfloor ventilation for drying
Manure collection pits • Urine; 13' Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
Or/Underfloor ventilation
Ventilation exhaust fans . Volatile gases; Fan maintenance;
Dust 1 1"'Efiicient air movement
Indoor surfaces • Dust Wasltdown between groups of animals;
i3*' Feed additives;
IK Feeder covers;
F3 Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon 13 Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater Ge Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon Extcnd recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Gift stations • Agitation during sump tank 0 Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater 11 Box covers
orjunclion boxes conveyance
AMOC - November 11. 1996, Page 3

M M r M M M r M M M M M M M M M M M M
Source Cause BMPs to Minimize Oddr Site Specific Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; fsY Proper lagoon liquid capacity;
• Biological mixing; Correct lagoon startup procedures;
• Agitation fR*Minimum surface arca-to-volume ratio;
❑ Minimum agitation when_pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler a High pressure agitation; 12" Irrigate on dry days with little or no wind;
nozzles • Wind drift ,Minimum recommended operating pressure;
tK Pump intake new lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface • Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; .❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying.
❑
Remove settled solids regularly
Manure, slurry or sludge
• Agitation when spreading;
❑
Soil injection of slurry/sludges;
spreader outlets
a Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
• Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
D
Spread in thin uniform layers for rapid drying;
❑
Proven -biological additives or oxidants
Dead animals
• Carcass decomposition
Proper disposition of carcasses
Dead animal disposal
• Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
❑
Proper location/construction of disposal pits
Incinerators
& Incomplete combustion
❑
Secondary stack burners
A►' �C -November 11, 1996, Page 4

r irr rr r■r rr r r it r it r r it irr r� rr r it 1•
Source , Cause BMPs to Minimize Odor
Site Specific Practices
Standing water around + Improper'drainage; artrade and landscape such that water drains
facilities . . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road mainftaace
public roads from farm ,
access
Additional Information:
Available From
Swine Manure Management ; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage ; EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
AMOC -November 11,1996. Page 5

1
,
Mortality Management Methods
(check which method(s) are being implemented)
'
O
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering licensed G.S. 106-168.7
at a rendering plant under
❑
Complete incineration
❑
In the case of dead poultry only, placing in a disposal pit of a size and design
'
approved by the Department of Agriculture
❑
professional opinion of the State Veterinarian would
Any method which in the P
P
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
1
.
5
1
1
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,
December 18,1996

rr rr ■r ■r rr rr r rr r r r � rr. it r r■r r r r
0
Landowner/Operator Name:
Address:
Telephone:
TABLE I - Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
ZC I lv G IrAP, M 5 County: PEIV D ER
/2G 6-10,8 K,•x
NL 2 9 4-64 Date: �z.5-97
9;7_
EXHiBU D-1
Ficldl
Number
Approxlmale
11M111ircium
Useable Size
of Ficld2
(acres)
Soil Typc
Slope
(°/n)
Crop(s)
Maximum
Appilcatlon
Rate3
(6dlir)
Maxlluum
Application
per Irrigatlon
Cycle3
(hrclres)
Comments
L
-�
r SG a►� to
.35
?,.
.
1 See attached map.
2Total field acreage minus required buffer areas.
3Refcr to N. G. Irrigation Guide, field Office Technical Guide, Section 11 G. Annual application must not exceed the agronornic rates for the soil and crop used.
NRCS, NC
NNE, 1996

rr r r r r r rr rr r rr rr r rr r r rr r� r■�
19
TABLE 2 - Traveling Irrigation Gun Settings
Make, Model and Type of Equipment:
EXHIBIT D-2
Field Not
and
Hydrant Not
Travel Application TRAVL• L LANE
Speed Rate GfTective Effective
(funiin) (inAir) Width (it) Ixngth (ft)
Wetted
Diameter
(feet
EQUIPMENT SETTINGS
Nozzle Operating Operating
Diameter Pressure Pressure Arc
(inches) Gun (psi) Recl(psi) fattcrd
Comments
f F3
2S-
3z0
,
2
�o
-S .35 n
!!zS
3 0
.08
©
�- D
-S_- .31 4 o
9- S
3 A O
1108
2--5 .35 a
o
zot,
0 8�p
2z
a
F
-S 3,5 "A 4ca
D
32-0.
1. Q8
o
G
d
d
D
i See attached map.
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various are patterns: r (ritll circle), "rQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degrees of arc.
MRCS, NC
JUNE, 1996

r.rr r r r r rr �r rr �r r rr rr r r r r r r
i
TABLE 4 - Irrigation System Siiecificafions
Traveling
Irrigation Gun
Solid Set
Irrigation
i;low lute of Sprinkler (glim)
L_ �T f 0
!
licratilig Pressure at Pump (psi)
s
Design Preclpitation Race (In/hr)
3 5
Hose Length (feet)
5-
XXXXXXXX
"Type of Speed Compensation
%it eck1,e
XXXXXXXX
Pump Type (PTO, Engine, Electric)
y� G
Punip Power Requirement (lip)
S.
i
TABLE S - Thrust Block Specific it ions
Deciuncr evirry nrnvide thrust hinrk details nn senarnte sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.
yll° IScnd
Dead End
,
Tee
N
'See USDA -MRCS Field Office Teciuiical Guide, Section IV, Practice Code 430-DD.
EX Mfi' DA
MRCS, NC
NNE, 1996

EX Mrr D-5
IRRIGATION SYSTEM DESIGNER
NH111e: JC, w,e
Company: 1 j u / LA C 44,36,5C-,
Address: (3 �7r S K s u c r < < N c..� 83 v,,-9
Phone: i O— %. 9 9 f T
REQUIRED DOCUMENTATION
13ie following details of design and materials must accompany all irrigation designs:
I. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to detennine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates,
5. Computations used to determine the size'of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for Irrigation Water Conveyance,
N.C. Field Office Tecluiical Guide, Section IV, Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
MOTE: A buffer strip .gO feet wide or wider must be maintained between the limits of the irrigation system and all perermial
streams and surface waters per NC Stalutcs.
NRCS, NC
JUKE, 1996

Narrative of Irrigation System Operation
Two 3" hard hose reel type travelers will be operated by one 72
hp diesel pump unit.
The gun is a Nelson P150SR with a 1.081, ring. The reel is a Hobbs
1030 with 965 feet of 3" inside diameter hose. All pipe is CL200
PVC (SDR21) six inch. System flow rate is 420 gpm which produces
a flow velocity of 4.78 ft./sec. with the nozzle pressure
operated at 80 psi. All pipe will be buried with a minimum of 3'
of soil cover. The system pressure is 135 psi, which is 68% of
the pipe rating.
The lane spacing is 240 feet, which is 75% of the wetted
diameter. The pump station will have an air -vacuum release valve
and the end of the line will also have an air -vacuum release
valve as well as all summits.
1 Care should be taken when starting the pump unit to allow the
line to fill slowly, so as to exhaust all entrapped air before
increasing the engine rpms. Engine should operate at an idle
until all air is exhausted from the line.
Shut down of engine under load should be avoided if at all
possible. Engine should be throttled back slowly and allowed to
operate at an idle before shutting off.
All regular and seasonal maintenance should be performed
according to the manufacturer's recommendation. Pumps should be
drained when not in use during below freezing weather to prevent
damage.
1
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1
KING FARMS
S. R. No. 1313, PENDER COUNTY, NC
SPREADSHEET COMPUTATIONS FOR IRRIGATION PLAN
INPUT DATA:
MAKE & MODEL OF GUN =___________> NELSON P150 SR
NUMBER OF GUNS USED =__________>
2
SPRINKLER NOZZLE _______________>
1.08 IN.
SPRINKLER WET DIAMETER =________>
320 FT.
SPRINKLER GPM _________________>
210 GPM
SPRINKLER PSI
80 PSI
SYSTEM INLET PSI
122 PSI
DEGREE OF ARC OF SPRAY
320 DEG.
LANE SPACING
240 FT.
SIZE & TYPE OF PIPE _______________>
6" CL200 PVC-SDR21
PRESSURE RATING OF PIPE __==____>
200 PSI
INSIDE DIAMETER _________________>
5.993 IN.
PIPE FRICTION COEFFICIENT (c) ______>
150
LONGEST RUN OF PIPE _____________>
1800 FT.
NUMBER OF 90 ELBOWS
3
ELBOW LOSS COEFFICIENT
0.28
NUMBER OF TEES ________________>
0
TEE LOSS COEFFICIENT =___________>
0,12
NUMBER OF VALVES ______________>
0
VALVE LOSS COEFFICIENT =_________>
5.8
SUCTION HEAD ____________________>
0 FT.
ELEVATION HEAD = ________________>
10 FT.
PUMP EFFICIENCY FROM CHART ======> 64 %
USING CAPACITY = 420 GPM
AND TOTAL HEAD = 312.5 FT.
BEARING STRENGTH OF SOIL AT 3.5 FT. => 1200 ib./sq.ft.
THRUST FACTOR FOR 6" 90 ELBOW ====> 49.2
THRUST FACTOR FOR 6" DEADEND ====> 34.8
FROM COLUMN 5 SECTION II G
MAX. APPLICATION RATE _----__—_-= > 0.35 in.lhr.

1
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KING FARMS
S. R. No. 1313, PENDER COUNTY, NC
SPREADSHEET COMPUTATIONS FOR IRRIGATION PLA
OUTPUT DATA:
LANE WIDTH =
75.0 % OF WET DIA.
LIQUID VELOCITY =
4.78 ft./sec.
SUCTION HEAD LOSS =
0.0 ft.
NOZZLE HEAD LOSS =
184.6 ft.
MACHINE HEAD LOSS =
96.9 ft.
PIPE FRICTION HEAD LOSS =
20.8 ft.
ELBOW HEAD LOSS =
0.3 ft.
TEE HEAD LOSS =
0.0 ft.
VALVE HEAD LOSS =
0.0 ft.
ELEVATION HEAD LOSS =
10.0 ft.
TOTAL DYNAMIC HEAD =
312.5 ft.
OPERATING PRESSURE =
135 PSI
PERCENT OF PIPE RATING =
66 %
HYDRAULIC HP REQUIRED =
33 HP
(ENGINE) BRAKE HP REQUIRED =
52 HP
THRUST BLOCK FOR 6" 90 ELBOW = 5.6 sq.ft.
THRUST BLOCK FOR 6" DEADEND = 3.9 sq.ft.
COMPUTED APPLICATION RATE = 0.35 in./hr.

AMADAS SERIES 1030 REEL RAIN APPENDIX, ADJUSTMENTS, & CHARTS
CHARTS
1
1
1
1
1
1
1
NOZZLES
How to use this chart
For an explanation on how to use the charts see "Using the Charts" chapter 4, page 4-3.
R NELSON P150
P.S.1
!Ring
GPM
86"
DIA.
Ring
GPM
97"
DIA.
Ring
GPM
1.08"
DIA.
Ring
GPM
1.18"
DIA.
Ring
GPM
1.26"
DIA.
Ring
GPM
1.34"
DIA.
Ring
GPM
1.41"
DIA.
50
..100
130 A,.,I..I-::::2W,--':
-265.11.-285",:
::205: �::Y:
300'.:::�.
�255,.-320':;::
.
:WO'.::::`
335':
'�350::..'�...,,:350' -
q
6
182.,,
30W
:225':: -;:'315'-::'
�385
70
120
270'
.4
155
290'
310
45
330'
295
350'
355
365'
�),
380'
80
128
280'
165
309."._
260
340'
315
360'
380
380'
445
395'
35
Q 9011,
N 370
.1001:
00
-1 5 :
::,
320:
�3-5-`
'42
-38T�J`.-:425'
9Q.::
.:
.5 00
110
150
310'
195
330'
247
350'
305
370'
370
390'
445
410'
525
425'
1120
157
315'
204
335'
258
360'
320
380'
385
400'
465
420'
545
435'
1p.S.1 I Ring .86" Ring .97" Ring' 1.08" Ring 1.18" Ring 1.26" Ring 1.34" Ring 1.41"
1 GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. I
17 -.183 -12 V� :1 25.., 40::-: - .1 ' .: --,::260`:' . 80! 2W�; 1 z 0
70
88
245'
104
250'
118
260'
135
275'
152
290'
177
295'
198
300'
80
94
225'
111
265'
127
275'
145
285'
163
300'
189
305'
211
315'
... 5
>
124.
1.0 C
.
'Z. Q?
1....7...
j
7. . �R4,�, I-;m?-.....,.... I
!142-,'.
.., I, .. .. ,� ��
"
0
-
. W
P41,
212W326
1 11 -1..1.......-.,.
..... .... ....... -335'
110
110
275'
130
290'
149
305'
170
315'
191
325'
222
335'
248
345'
6-13

'y03(j-0-,-)ake
i
1 m
600
4 500
400
U
500
a
200
100
0
BERKELEY PUMPS
TYPE "B" RATING CURVES
ENGINE DRIVE
cow Y.I.rw G.I. P.n.k.. H-1863 Y.ch.Na H-1863
Imp.11.r: Y.I.rw C.I, P.n.N.. L-3001 u.o..ww L-3038 01.. 13-1/2" FUL.L
M49 1HVM WQRKIHG PRESSURE 247 PSI
CURVE 4117
DATE 3-1-88
PAGE 2.02
SUPERSEDES
Curve 4117 Pa a 2.02
Dated 4-1-85
VARIOUS R.P.Y. - cycIp
T, 0. S. L. I.r'I1..n ..I.r .1
... I. •.I 60' F. mu.
M-1 4 1/-2 0
OWNER
yowl.rrrlerrrnrrrlrMOM
rlwrrrrroAr.R.....�__
MEN
:e..�..
r
�®r►
��
�r....
iQii1...
'.
®�1�,
�
caq
°.
m
MOEN
WEEM
NMI
1 0 100 200 360 400 500 600 700 WO 900 1000 1100 1200
CAPACITY IN U.e. GALLONS PER MINUTE
C-7048 ft..-den T-2554 BUP.n.u•• C-7048 0.10d 10-27- 1 Oi1•
!
i
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v
rasL

TAZLZ 4--rHRUSI' IlLOCK3NG AND ANCSOR9 FOR UNDERGROUND IRIUGATION PtrKLINXS
�C;Y
1
I
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.J
i
3ta9 1. MWtlplr the wad4Aa P� bT the .VVV0pdaha •aloe
.how, to th. fallowttu tab:+ to obtain total thtu.c in N (lb):
nrELINE -MRUST FACTORS' 1
tip. go-
bs. mm
Deal .rid
or tr.
90.
U60-
44,
idbowr
22 W
IQbow
114
48
2.94
4.16
216
1.15
2
60
4:E6
6.46
3.50
1.76
2%
73
6.66
9.40 '
5.10
2.80
3
89
9-80
16.9
7.31
3.82
4%
102
12.8
. 18.1
9A1
4.99
4
114
16.1
23.0
12.4
8,S1
6
141
24.7
26.0
19.9
0.63
6
168
34.8
49.2
26.7
13.9
6
219
69.0
63.4
46.2
23,0
10
273
91.E
130.0
70.0
36.8
12
324
129.0
192.0
98.E
60.3
14
sd3
160.3
226.E
122.E
62.4
16
889
183.9
260.0
140.7
71.9
16
406
201.1
284.4
I&SA
78,6
18
476
274.7
388.4
210.1
107.4
20
619
320.9
462.2
2MI
127.8
21
660
381.9
539.2
292_1
149.3
24
630
483.2
683.2
389.E
I88.9
27
110
613.7
867.8
489.5
239.9
-Sued on UUYrt per rPa (psi) prtaaure
TSlocking for cross may not b4 needed with ion( branch lln.a.
step 2. Deta.p3ma the b.a.chz9 rtrwxLtb of the &&a from the obi.
below:
REAluNG STRENGTH OF so1LS
Sotls and sale bo&dng lo.da
ibrft2
kPx
sound hal.
10 000
500
Cemented zraw.l and and
difficult to plclt
4 000
200
Coarse and fine compact sand
3 000
150
Medium clttT'cen be spaded
2000
100
Sott elaT
1 000
80
Muck
0
0 .
Step 3. Dbrlde the total throat obtaht d bs Step 1 bT the b"ZfM
ftih of the boa to get the s:•a needed, m2(tt2).
SWE 77dgUST ALTZMATI E MGCZDURZ
Pipe si>!e Side thyudr»Q deem
lm. mm lb H
1%
46•
8.1
22.7
2
60
7.9
35.1
2%
73
11.9
61A
3
69
17.1
761
Sty
102
=4
"A
4
114
28.3
12"
6
241
43.1
191.7
6
166
60.8
170.8
8
210
103.0
4Us
10
273
240.0
711.1
12
324
226.0
1000.2
14
363
278.2
2237.4
16
399
319.6
1421.E
16
406
349.3
1683.7
16
476
477.3
2123.0
20
613
668.0
2526.5
21
660
463-d
295I.T
24
630
480.6
373"
27
T10
106E-2
4742.8
.gywd on side thrust per o89 kp L (100 pd) preopme pew d*g-
of dcaection.
NOTE: hlultlplr side thrust from table by dear+'" of datleetiatt
tim.a kPa (psi) dhtded by 100 to obtain total aide thrust la N Ob).

m� NONE = m m r M r m m r.r m m m m
LEGEND: 1
O IRON PIPE OR IRON STAKE
fl CONCRETE MONUMENT
PROPERTY LINES OF THIS SURVEY
TIE LINES. OLD PROPERTY LINES. ETC.
NEW SITE
TERRITORIAL BOUNDARY 1
FOR. THE TOWN OF WATHA
FOR �
w
m
d t
NOTES: o v
ALL AREAS COMPUTED BY COORDINATES.
DISTANCES SHOWN ARE HORIZONTAL SURFACE. Q
DISTANCES ARE NOT REDUCED TO GRID.
y
SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
FILE: KING3\SITE.DWG DRAWN BY: JBB
JIM BLANCHARD & ASSOC. DATE: APRIL 18, 1997
EXISTING
O SOW FARM
0
O
2 SMALL DITCHES
TO BE CONVERTED TO
GRASS WATERWAYS.
LAND SURVEYORS -- PHONE [phone] KING FARMS
P.O. BOX 5. KENANSVILLE. NC 28349 SCALE: 1 INCH = 660 FT.

m� rw m m "Owl r r m m m� m m r m m m
I
LEGEND: EXISTING z
O FA
RM O IRON PIPE OR IRON STAKE SOW 0
❑ CONCRETE MONUMENT O W
PROPERTY LINES OF THIS SURVEY ay z
---- TIE LINES, OLD PROPERTY LINES, ETC. LD
2O s �9 CD
O
18.7 A ��t NEW SITE
a
tA
0
0
O
I34. 1 Ac. +_
O1 EFFECTIVE WETTED AREA = 12.4 AC. +_
TERRITORIAL BOUNDARY O
EFFECTEFFECTIVE WETTED AREA = 23.8 Ac.+_
EXTRA- THE OF a
FOR TOWN WATHA w
T TOTAL EFFECTIVE WETTED AREA = 36.2 Ac.+-
m
I U
NOTES: v
Ld
ALL AREAS COMPUTED BY COORDINATES.
DISTANCES SHOWN ARE HORIZONTAL SURFACE. < tzf
DISTANCES ARE NOT REDUCED TO GRID.
SPRAY FIELDS
FILE: KING3\SITE.DWG DRAWN BY: JBB SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
JIM BLANCHARD & ASSOC. DATE: APRIL 18, 1997
LAND SURVEYORS -- PHONE [phone] i =zjKING FARMS
P.O. BOX 5, KENANSVILLE, NC 28349 SCALE: 1 INCH = 660 FT.

LEGEND:
O IRON PIPE OR IRON STAKE
❑ CONCRETE MONUMENT
- PROPERTY LINES OF THIS SURVEY
---- TIE LINES, OLD PROPERTY LINES. ETC.
x
NEW SITE
EXISTING
O SOW FARM
O
O
0
z
U
W
z
L7
Q
lD
Qt
CD
I.-:
EL
w
Ln
BOUNpARY
TERRITORIAL
OF WATHA
EXTRA —FOR
sx
THE TOWN
w
z
0
1
U
NOTES: 0
v
w
ALL AREAS COMPUTED BY COORDINATES.
w
DISTANCES SHOWN ARE HORIZONTAL SURFACE.
DISTANCES ARE NOT REDUCED TO GRID.
LANE SPACINGS
SITE
LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
FILE: KlNG3\SITE.DWG DRAWN gY: JBB
JIM BLANCHARD & ASSOC.
DATE: APRIL 18, 1997
LAND SURVEYORS -- PHONE [phone]
==idFARMS
KING
P.O. BOX 5, KENANSVILLE, NC 28349
SCALE: 1 INCH = 660 FT.

m m m m m sIr m r m m m r r m r m m
I 0
LEGEND: EXISTING z
O
O IRON PIPE OR IRON STAKE SOW FARM U
❑ CONCRETE MONUMENT O
PROPERTY LINES OF THIS SURVEY - - - - TIE LINES, OLD PROPERTY LINES. ETC. z
�0 s �qr rn
F�
NEW SITE
8 CL
�. 35.2 A N
- C r�
0
D "
yam.
Fry
ti O A = 6" PVC RISER FOR PUMP CONNECTION.
h`O 0 8 - F = 6"PVC RISER HYDRANTS.
F ryG 3 G = EXTRA PULL FROM HYDRANT F.
EXTRATERRITORIAL BOUNDARY Q- - 6" PVC CL200 PIPE.
FOR THE TOWN OF WATHA
� Lt,
m a
Q c}
NOTES: v u
ALL AREAS COMPUTED BY COOROiNATES. -3 -j
DISTANCES SHOWN ARE HORIZONTAL SURFACE. < L0
DISTANCES ARE NOT REDUCED TO GRID.
PIPES AND
HYDRANTS
FILE: KING3\51TE.DWG r DRAWN BY: JBB
SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
JIM BLANCHARD & ASSOC. DATE: APRIL 18, 1997
LAND SURVEYORS -- PHONE [phone] KING FARMS
P.O. BOX 5, KENANSVILLE, NC 28349 SCALE: 1 INCH = 660 FT.

I � -
LEGEND: EXISTING z
O O IRON PIPE OR IRON STAKE sow FARM U
❑ CONCRETE MONUMENT O W
PROPERTY LINES THIS SURVEY
---- O
TIE LINES, OLD PROPERTY LINES. ETC.
�
F,p rn
NEW SITE
2 1 w
V1
EXTRA
O
L 3
TERRITORIAL BOUNDARY 3 1 - 3 = THRUST BLOCKS
FOR THE TOWN OF WATHA
� 3
m a
NOTES:Ld
v
ALL AREAS COMPUTED BY COORDINATES.
DISTANCES SHOWN ARE HORIZONTAL SURFACE. Q W
cr
DISTANCES ARE NOT REDUCED TO GRID.
THRUST- BLOCKS
SITE LOCATED IN PENDER COUNTY, NC ON S. R. No. 1313
FILE: K1NG3\SITE.DWG DRAWN BY: JBB
JIM BLANCHARD & ASSOC. DATE: APRIL 18, 1997
LAND SURVEYORS --- PHONE [phone] i zzi
KING FARMS
P.D. BOX 5, KENANSVILLE, NC 28349 SCALE: 1 INCH = 660 FT.

rr r rr rr r rr �r rr rr rr rr rr rr r� �r r r rr rr
f D U P L N
• oLu
o WALLACE >
0
1 n! POP,Ln
_
' z to
../�ko
k z °
aX- 1 ! x
F� I O
Q� • cl.
1305 1307 1 } ��� f�OCk Ft5i1� "��
'1 FPS 1350 }} X'r� ,��"•
6 1306 .
t■ .3 - f v ®JONES
y tee' a�i 1500
1309. CORNER
1301 ' . � 130
6 COWA L vr5 150.1
Ph iQ01 1307 , PLAIN R. E �CASTEEN _J
EXP. STATION \ • 1501
Sunnyside `�� 1 \13 11-4 ASHAMJ 3 y
�y 6 f L 1309 1 1309 1.312 1
1306 •s 3a• - �t}� GHa4 c
MCLAMS' �'� ' � i eRlcE -
C7/ ` 11001
CITGO Willerd WILLARD
MATTHEWS 1001 Stall 1314 eH.ARREL
DILLARD50X 1313 ��PAD
1324 1325� 1.3
_
p 1322 1452 132.1 ViIELS H L
r � ,
h
1323 v , O +t c �^ 1
N 0 J Q
1325 132_STRAW 'c
f s 1p 5 PIGFORD 313 �
qS\ 1325. -0 1321 V 82 1
,
p j WALKER K I N G FA R M S
t 3 .v 3 .8 r
`^- 1324 FAS ` 1316 t
PENOLEA 1319 OWNER: CRAIG KING
Jerlea S. 1313 a S. R. No. 1313
221'Jtls; `1324 135'
1319 1315
� PENDER COUNTY, NC
�c \
D l
1333 1324 F'4S 1
\A/ A TLJ Alter `,

Lem
t-VAL;—+CE EAST QUADRANGLE N
A 7
"JOPH CAROLINA
S'ERIES (TOPOGRAPHIC)
Iwo
Willard a
LDIXI 0 MILES
ZI
REX
pul 00C
j3U11,C)ING Jr
T
k\'
SITE
40' +
90`1
TERR"Oft
Ido
cem.
.130 fm
'.38
V
Wittha
ol
V,
KING FARMS
' '�:,F''�,'rr r OWNER: CRAIG KIN�l
S. R. No. 313
PENDER COUNT NC
34-37'30"$
127 2 310 000 FEET I
jP Mapped, edited, and published by the Geological Survey

GaA Re GoA r NOA 1T
r
G
Nog Willord NOA
I u MN Po Ra
GoA Rd GoA MCC
MN
GaA NoA
r„ o 'o
Ls
NOR A.
GoA
ra Nor
Fa •` GuA Inf
U Non Mc
w It.
` l NaA
Ls GoA
Ls
Non
IG A
Nap
MCC N"R
Now Non
On MCC
GOA Q ~ A
LS
* EmA
1 Ls M 1411
tr
)o PaA
PaA
Nub
r1 Lu
NnA ,00A KOO
7-
O
LnA
NOB
PaA
R
LnA
nl
4.
� IKLI
Ma
AnS
1
flnU
time AuR
AnB
Go0.
1
•'�
RI
Nos PiA
�i��. MCC
NaA
A
• r
IIiS Lo
Gea f
j' M
[C
�. AI'a
4
't1aB 3
,F
GoA
M[G • �
[, .
tnA a" NnB
✓ /`
r'
n
FmA Ls,
j f
r' Ls t► EmA
r� r � ;
Ls
E-A•" a '�S'cb
Ls rl„ , '•� EmA- ?fit' •,• .
Ls.
F7 A
PM Ls EmA {, Ave .� EmA
y EmA . t . r � f
wathaLs
McC r ri . Au0' •
P„
_ CruA c Mk
Ls rtt r
IIIII 4.. Mcc
! fmA NoA A16u
McC 131s
Ga N[ KING FARMS
' wo
�i3�u ` nnn o
OWNER: CRA IG KING
A Ls EmA
S. R. No. 1313,
PENDER COUNTY, NC
EmA
•rlrrr , •�1
l.akr Ls
A EmA Gs
MR F.mA MN'+;•..'
(lain, rheal 7J I
This coil survey map was compiled by the U.S. Department5000 4000 30oO 2oo0 1000 O 5000
of Agriculture. Salt Conservation Service. and Cooperating 1 .5 o Scale - 1:24000
agencies. Base maps are prepared from 1983 aerial photo—
,grephy. Coordinate grid ticks and land division corners, It
shown, are approximately positioned. PENDER COUNTY, NORTH CAHOLINA NO. 2

U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
PEI
1
1
1
1
11
.1
it
I I
� I
11
I I
SOIL LEGEND
The first letter, always a capital, is the initial letter of Ina soil or
miscellaneous area name. The second letter is a small letter.
The third fetter, if used. is always a capital and shows the slope.
The lourin letter, it used, is the number 2 and indicates the map
unit is eroded, Symbols without slope letters are those of nearly
level soils or miscellaneous areas.
SYMBOL NAME
An8 Alpin fine sand. I to 6 percent slopes
AtA Altavista fine sandy foam, 0 to 3 percent slopes
Au6 AuiryviRe line sand, 1 10 4 percent slopes
AyA Aycock loam, 0 to 3 percent slopes
Ay62 Aycock loam. 3 to 6 perCent slopes, eroded
BaB Baymeade fine sand, 1 to 4 percent slopes
Bo Bohicket silly clay loam. frequently flooded
Ca Carteret fine sand, frequently flooded
Ch Chewacla and Chastain soils, frequently flooded
Ct Croatan muck
Do Dorovan muck, frequently flooded
EmA Exum loam, 0 to 2 percent slopes
EuA Exum•Urban land complex, 010 2 percent slopes
Fo Foreston loamy fine sand
GoA Goldsboro fine sandy loam, 0 to 2 percent slopes
Gr Grantham loam
Gt Gritlon loamy line sand
InA Invershiel-Pender complex. 0 to 2 percent slopes
Jo Johns line sandy loam
KaA Kalmis loamy fine sand. 0 to 2 percent slopes
Kee Kena lsville fine sand. 0 to 4 percent slopes
KUB Kureo fine sand, 2 to 6 percent slopes
LnA Leon line sand, 0 to 2 percent slopes
Ls Liddell sill loam
Lu Lumbee line sandy loam, occasionally flooded
Me Mandarin fine sand
MCC Marvyn and Craven soils, 6 to 12 percent slopes
Me Meggell loam
Mk Muckalee loam, frequently flooded
Mu Murvirle muck
NhC Newhall fine sand, dredged. 2 to 10 percent slopes
NkE Newhan-Corolla complex, 0 to 30 percent slopes
NmE Newhan-Corolla-Urban land complex. 0 to 30 percent slopes
NoA Norlolk loamy fine sand, 0 to 2 percent slopes
Nab Norfolk loamy fine sand, 2 to 6 percent slopes
On onsiow loamy line sand
PaA Pactolus line sand, 0 to 2 percent slopes
Ph Pantago mucky line sandy loam
Pt Prts
Re limns fine sandy loam
To Torhuhls mucky fine sandy loam
Wo Woodington fine sandy loam
11

4iU
APPROXIMATE ;CALF i
:OC p 1CC3 FEET
NATIONAL FLOOD INSURANCE PROGRAM
FIRM
FLOOD INSURANCE RATE MAP
�iII1;;iiII
FENDER COUNTY,
li,l
NORTH CAROLINA
!I;I:;I
(UNINCORPORATED AREAS)
jjli-i!i
PANEL 65 OF 537
i '�° (SEE MAP )NOEX FOR �ANEL.S NOT vRINTEOI
COMMUNITY -PANEL NUMBER
370344 0065 8
EFFECTIVE DATE:
FEBRUARY i5,1985
Federal Emergency Management Agency
I`sl
ZONE C
KING FARMS
OWNER: CRAIG KING
S. R. No. 1313
PENDER COUNTY, NC

1 r n 1
QD
JL
��� ��.� ��....,ti;.. l"•�., ems.
r tq.
7 Al
qFr
'x �'''
t •�� �` '"� J#01
'r,Kt1 '� L v tpnytt i
iA
� �L :k :+ ..i.` Ems.• ,'� ,.�' r< '�� I`'1.`��
JA
jpj
or
40
•:i �•' '�I-'...(" tM '�' l r.l� ',e�!"`���,f,, f w ����'S; � Y'4 � '(�r`: it
�/ � y* ,may :�'�' i• � ,' f '� � +�`
-1 �` ' - Lirn'x�.Yf Y�Y `q ', i. %' j; �,'i. i, ,� 2 �� � ��� t � k f�•�•t � �'k*�,�'�,�5�jy/���� •:' �"f � �
•� { ' r � �' Vk{..: ay�'. ',} : % 'ti.• 3' , �1, - �`y L f fit, ti/ f: t.. '
tj At .Y•t I �fy'.S�t ,y. :�-h...': � � w'>/:; (` �r���-�„y . T� ..�R�+w �11,
rA

OWNER-.
VINC:ENT CRAIG KING
and wife, KkrHY P. KING
BK 873, FIG. 325
LEGEND-.
D CIS -
EXISTING IRON STAKE
EIR
IXISTIN IRON ROD
C� _Ip
r xjSTING RON! PIP
IS
3RON S1AK_: SEI
!Rid -
IRON ROD SET
0 II :S
!RONI PIPIT SE:I'
ECM -
EXIS7,NC CONCRE'll tnG� Uf�Etil'
C7 CMS' -
CONORF7E MG7NUArt17N1` SF'i
Z\ NGGS -
NO GE DE 1C 'SIJIRV Y 1'RAVPt SE SIA iGN
- -- --
PRC F1EIRTY LINES C)F '11-+iS SUFRWY
- --
'IE Ll%ES, OLD PROPERTY LIN}S, ,-1C_
DItCLI OR OLD ROAD A5 N0R-D
_-X--- .--a(—
FFNCE LINE.
--- F--_F.._.-
E_LECERIC POWER I..INF
NOTES:
ES.
ELE:T,'A710%S AF F RE FERF:NCE D 70 AN AS5UM3 D
FI.FVfi`ION OF 50.0 FFET FOR AN IRON ROD SE1
Alai°;RGXIMAELN 1 I WI BELOW GNUJND SUR}ALEE.
AND DO NOT REPRE:SEW MEAN 6EA LIVLL DATUM.
EXCA°AIkCN AND !SILL JC'L:UME:S ARE LCMPU?FD 1=0;? US:NC
CN SITE CLAY LININIG MATERIAL. 11: NECESSARY 1'HE: DiKE:
AND I3017010 WILL BE JNDERCJT AND FILLED WITH A MINIMUM
OF 1.5 LC)01 TI-!IC•; CLAY IJNC,f LRCV ❑I-t: 'SITL_
RUIl-DING PAD LEVAFIQNS SHOWN C,N` THIS PLAN REPRESE:N7
BUILDING SLAB SUBCRADE.
NE B IUNNG PAD AND _AU,00NI DIKESIDE SLOPES ARE 3:1
THE_ LAGOON SHOLULU AF PRLCHAROFp WITH V,,Ar;,% -II 'I rE : STg1'
POMPING ELtVA710N AS SOON AL THE: LINER 15 C oMPLETV.
22 1.00'
57,8
�'�C, �Y�L='r-','NCB !✓ii7U �',�. >.n
M}
x
n
I!
5.7 H
41
o�
720
3 52. 7 181. of),
U•3.2 C�
221.00'
SA.g
GRID REFERENCE.
}'HIS T'RACI' IS MOPE !I -TAN ?.Df)e)
I RW TFIE: NEAREST GEODETIC MONUMENT,
IL. KI vf;;: /1C)P .[��VCa ' DRAWN BY: ,JBB
:1.6
'_. 0 N E'LEVA77ON DATA
r�
-- - - -
IRON 67cic
50.00, TOP OF 7.3
START PUMPING .'-LEV. 54.91'
TOP PUMPING ELEV. '- 52.55
a.
C,)
SI If"
x
�F
IR
i.S 7.4
NCT 7iJ SCALE
2-r;
, . 6 1 VICINITY MAP
DATE: NOVEMBER 19, 1996
JIM BLANCHARD & ASSOC.50 ,�
LAND SURVEYORS ---- PHONE [phone]�5ejm_ �-
P. 0. BOX 5, KENANSVILLE, NC 28349
SCALE: 1 = 5C3 '
TOWNSHIP - UNION
COUNTY - PENDER
STATE OF NORTH CAROLINA
SURVEY OR: