310306_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0306 Certificate Of Coverage Number: AWS310306
2. Facility Name: Linwood Jenkins Farm
3. Landowner's Name (same as on the Waste Management Plan): Linwood H Jenkins
4. Landowner's Mailing Address: 866 Cypress Creek Rd
City: Wallace State: NC Zip: 28466-7275
Telephone Number: 910-285-7600 Ext. E-mail:
5. Facility's Physical Address: 866 Cypress Creek Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: D_ u
lLn
7. Farm Manager's Name (if different from Landowner):
Linwood H Jenkins
B. Farm Manager's telephone number (include area code): 910-285-7600 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
1p, Operator Name (01C): Linwood H. Jenkins Phone No.: 910-285-7600 OIC 4: 19654
'I '1. Lessee's Name (if there is not a Lessee, write "None"):
12. indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Wean to Feeder 2,600
Operation Tynes:
Swine
Cattle Dry Poultry t they Types
Wean to Finish Cattle
iry Calf Non Laying Chickens Horses -Horses
Dairy Heifer Laying Chickens Horses - Other
Wean to Feeder Pets Sheep - Sheep
Farrow to Finish Milkk Cow ull
Dry Cow Turkeys Sheep - other
Feeder to Finish Pullet
Farrow to Wean Beef Stocker Calf Turke Y
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
' (Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
rlo i31,43
Clay
1(191 yrs
omVOO
19.50
_.
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
L The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3, Emergency Action Plan
4 Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed ropy of the
application and all the CAWMP items above to: 2019PermitRenewatAncdenr.gov

I attest that this application 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 arc not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil tenalties up to S25,000 per violation. (I8 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
A,;bufrnii aki ns
Name:
Signature:
Title:
6th
Dale "— - )9
Name: Title:
Signature: Date:
Name: Title
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Primary Secondary
❑❑
El El
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71 ❑
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Mortality Management Methods
indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those fisted must be approved by the State Veterinarian.
Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options: contact the Division for guidance.
A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Far Owner/Manager
Date
Signature of Technical Specialist Date

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
[phone]
[phone]
[phone]
[phone]
S910) 296-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon Immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon
S. 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) Evaluale and eliminate the reasons) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from (lush systems, houses, solid separators - action include:
a) Stop recycle pump
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop al! flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewatl of lagoon. Often this is seepage as opposed to flowing leaks -
possible action;
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump. and pump hack 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 the lagoon bottom as
soon as possible.
1 12 5 2007

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office, Phone 11, After hours,
emergency number: [phone]. Your phone call should include: your name,
facility number, telephone number, the details of the incident from item 2 above, the
exact location of the facility, the location or direction of the movement of the spill, weather
and wind conditions, The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice I technical assistance phone number.
If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
1. 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.
l2?2n1'

PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
Lynwood Jenkins
866 Cypress Creek Rd.
Wallace, NC 28466
[phone]
wean - feeder
2600
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

•
Amount of Waste Produced Per Year (gallons, ft tons etc )
2,600 animals X 0,42
(tons) waste/animal/year = 1,092 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,600 animals X 0_411
Guide Std. 633)
lbs. PAN/animal/year = 1,248 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*
No.
Soil
Type
Table 1: ACRES OWNED BY PRODUCER
Crop
Lbs. N Acres
Per Acre
Lbs. N
Month of
T8399
1
AuB
Berrnuda(H)
275
3.89
1069.75
March - Sept.
T8399
-1
AuB
Small Grain
50
3.89
194.5
Sept. - April
ota
3.89 1,264.25
*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_ expectation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
-•- "-./' ' s ;.. (eee clew VvuULUt Lelia mu+iugc, cin ALL Will ,eyuue Iariners 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
# No. Type Per Acre* Utilized Application
* See footnote for Table 1.
Total
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
Table 2
Total
Amount of N Produced
Surplus or Deficit
3.89
1,264
0.00
3.89
1,264
1,248
(16)
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

t
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field
No
1
Soil Type
AuB
Bermuda
Crop Application
Rate (In)F-Er
0.6
Application
Amount (In.
.5-1
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 $ 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:
Acres shown are 'wetted' acres with Senninger 5023 sprinkers, blue nozzles, at 55psi
sprinkler pressure.

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

ASTE UTILtZATNO
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.
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
not be discharged into the animal waste management system.
Page 6

.1
ASTE UTILIZATIO
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.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
23
Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Lynwood Jenkins
Owner / Manager Agreement
1 (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: Lynwood Jenkins
(Please pint)
Signature:,,. �i�.�
Name of Manager (If different from owner):
Signature:
Date:
S- -Ql
Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Rose Hill, NC 28
Signature:
Page 8
Date:
5/)3/0/

Wettable Acres Determination Certification
Name of Facility: L rt oa C am,,, lc , s.
Facility Number:3 i - 3Dl.o
Owner(s) Name: 'CU C Sp.Phone No: 9IO :i � � F c ` ;s -7c.00
Mailing Address: �1:0 C ov-e ss Cc. ( . q((qc c G
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: S
Owner Signature: QU-tttd\ Date:
Technical Specialist Name:
Technical Specialist Signature:
Date:
If assisted by an Irrigation Sp cialist r Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC — 7/99

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Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Excessive vegetative • Decaying vegetation
growth
Feeders • Feed spillage
AMIC — November 11, 1996, page I
Liquid Systems
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
Remove bridging of accumulated solids at
discharge
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 to
8 inches over more than 30 percent of surface
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
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- to
10-day interval during summer; 15- to 30-day
interval during winter)

Insect Control Checklist for Animal Operations
Source Cause
Feed storage
• Accumulations of feed residues
X
BMPs to Control Insects
Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by ensuring drainage is away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products)
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed
Site Specific Practices
Animal holding areas • Accumulations of animal wastes
and feed wastage
Dry manure handling • Accumulations of animal wastes
systems
X
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- to 10-
day interval during summer; I5- to 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:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
Animal body surfaces • Dirty manure -covered animals
X
BMPs to Minimize Odor
Vegetative or wooded buffers
Recommended best management practices
Good judgment and common sense
Dry floors
Site Specific Practices
Floor surfaces
• Wet manure -covered floors
X
Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
Underfloor ventilation for drying
Manure collection pits • Urine
Ventilation exhaust
fans
• Partial microbial decomposition
• Volatile gases
• Dust
X
X
Frequent manure removal by flush, pit recharge,
or scrape
Underfloor ventilation
Fan maintenance
Efficient air movement
Indoor surfaces
• Dust
Washdown between groups of animals
Feed additives
Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tanks
Flush alleys
• Agitation of recycled lagoon
liquid while tanks are filling
• Agitation during wastewater
conveyance
AMOC — November 11, 1996, page 1
n
Flush tank covers
Extend fill lines to near bottom of tanks with
anti -siphon vents
Underfloor flush with underfloor ventilation

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Lift stations
Outside drain
collection or junction
boxes
End of drainpipes at
lagoon
Lagoon surfaces
Irrigation sprinkler
nozzles
Cause
• Agitation of recycled lagoon
liquid while pits are filling
• Agitation during sump tank
filling and drawdown
• Agitation during wastewater
conveyance
BMPs to Minimize Odor
Extend recharge lines to near bottom of pits with
anti -siphon vents
Sump tank covers
Box covers
Site Specific Practices
•
•
•
Agitation during wastewater
conveyance
Volatile gas emissions
Biological mixing
Agitation
• High pressure agitation
• Wind drift
X]
X
X
fXl
n
Extend discharge point of pipes underneath
lagoon liquid level
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area -to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
Irrigate on dry days with little or no wind
Minimum recommended operating pressure
Pump intake near lagoon liquid surface
Pump from second -stage lagoon
Storage tank or basin
surface
• Partial microbial decomposition
• Mixing while filling
• Agitation when emptying
AMOC — November 11, 1996, page 2
Bottom or midlevel loading
Tank covers
Basin surface mats of solids
Proven biological additives or oxidants

Swine Farm Waste Management Odor Control Checklist
Source
Cause
Settling basin surface • Partial microbial decomposition
• Mixing while filling
• Agitation when emptying
Manure, slurry, or • Agitation when spreading
sludge spreader outlets
• Volatile gas emissions
BMPs to Minimize Odor
Extend drainpipe outlets underneath liquid level
Remove settled solids regularly
Soil injection of slurry/sludges
Wash residual manure from spreader after use
Proven biological additives or oxidants
Site Specific Practices
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
Soil injection of slurry/sludges
Soil incorporation within 48 hours
Spread in thin uniform layers for rapid drying
Proven biological additives or oxidants
Dead animals
• Carcass decomposition
X
Proper disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
Complete covering of carcasses in burial pits
Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
Secondary stack burners
Standing water around • Improper drainage
facilities
Manure tracked onto
public roads from farm
access
• Microbial decomposition of
organic matter
• Poorly maintained access roads
Grade and landscape such that water drains away
from facilities
Farm access road maintenance
AMOC — November 11, 1996, page 3

Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge— Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush— Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC — November 11, 1996, page 4
NCSU, County Extension Center
NCSU—BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— BAE
NCSU— Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension

POST OFFICE BOX 759 • ROSE HILL, NORTH CAROLINA 28458
[phone]
December 31, 1993
Mr. Lynwood Jenkins
Rt. 2, Box 252A
Wallace, NC 28466
Re: Lynwood Jenkins, 2600 Head Nursery, Revision No. 1
Dear Mr. Jenkins:
I am enclosing a copy Qf the revised project design, site layout
plan and earthwork volume calculations for your use for the above
2600 head nursery.
This revision was made per your request. The items revised are
as follows:
1 - The treatmen lagoon was relocated to the northwest
corner of till site.
2 - The new dimensions for the lagoon are 160 feet long by
140 feet wide.
3 - The new top of the dike elevation is 46.20 feet. The
bottom of the lagoon elevation is 36.20 feet.
4 - The new elevation for the low end of the building pad is
46.20 feet.
5 - The earthwork volume calculations and the excavation
volume for the clay liner will be combined. The net
total for this revision is 763 cubic yards of export.

December 31, 1993
Mr. Lynwood Jenkins
Page Two
Please contact me at (9 9)-289-2111, Ext. 524 if you have comments
and/or questions concer ing this revision.
Sincerely,
MURPHY FARMS, INC.
John R. Leneste
Project Engineer
JRL:smw
Enclosures
P.E.
cc: File
Gary Mangy, Quarte• M Farms
Steve Wall, Murphlf Farms (Letter only)

CERTIFICATION OF ENGINEER
The undersigned, an engineer duly registered to practice under the laws of
the State of North Carolina, hereby certifies that these plans and calculations
entitled " Lynwood Jenkins, Rev. No. 1 " a 2,600 Head, Wean to Feeder Farm
are an accurate copy of the work to be performed on this project
These plans fully and accurately depict the layout, location and dimensions of
the project site.
The design volume calculation
United States Department of A
Signature:
Registration No.
Date: / L/ Si/ 93
are based on the guidelines established by the
riculture, Soil Conservation Service.
alll[u rr rrrlrr.
�C�Cinr.
-77�
SE'L qi 74
•y�i ...S..k ,.
„,.. LETSF�
�,;,. 11111ti�`

Operator: Lynwood Jenkins, Rev. #1 County: Duplin
Distance to nearest residence (other than owner):
l . STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 Ibs.
0 sows (farrow to feeder) x 522 Ibs.
0 head (finishing only) x 135 lbs.
0 sows (farrow to wean) x 433 Ibs.
2,600 head (wean to feeder) x 30 Ibs.
Date:
2000.0 feet
12/30/93
0 lbs
= 0 Ibs
0 Ibs
= 0 Ibs
78,000 Ibs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 78,000 Ibs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78,000 lbs. SSLW x Treatment Volume(CF)/Ib. SSLW
Treatment Volume(CF)/lb. $SLW= 1.0 CF/1b. SSLW
Volume = 78,000 CObic Feet
3. STORAGE VOLUME FOR SLUDG ACCUMULATION
Volume = 0.0 cubic feet (As per owner's requ
4. TOTAL DESIGN VOLUME
Inside top length = 160.00 feet ; Inside top width = 140.00 feet
Top of dike at elevation = 46.20 feet
Freeboard 1.00 feet ; Side slopes 3.0 ; 1 (Inside lagoon)
Total design lagoon liquid level at elevation = 45.20 feet
Bottom of lagoon elevation = 36.20 _feet_
Seasonal high water table elevation = 42.50 feet
Total design volume using
prismoidal formula
SS/END1 SS/END2 SIDE1 SIDE2 LENGTH WIDTH DEPTH
3.00 3.00 3.00 3.00 154.00 134.00 9.00
AREA OF TOP = LENGTH * WIDTH
154.00 134.00 = 20,636 SF (AREA OF TOP)
AREA OF BOTTOM = LENGTH * WIDTH
100.00 80.00 - 8,000 SF (AREA OF BOTTOM)
AREA OF MIDSECTION = LENGTH * WIDTH * 4
127.00 107.00 = 54,356 SF (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
( 20,636 + 54,356 + 8,000) *
1.50
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 124,488 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width =
160.00 140.00 22,400 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0
0.0 square feet
TOTAL DA 22,400 square feet
Design temporary storage period to be
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW
Volume =
Volume =
5B. Volume of wash water
180 days.
0.00136
78,000 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
19,094 cubic feet
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
Volume =
0.0 gaHlonsjday *
0.0 cubic feet
180 days storage/7.48 gallons
per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.00 inches
Volume =
Volume =
7.00 ire* DA / 12 inches per foot
13,067 cubic feet

5D. Volume of 25 year — 24 hour storm
Volume = 7.50 inches / 12 inches per foot * DA
Volume = 14,000 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19,094 cubic feet
5B. 0 cubic feet
5C. 13,067 cubic feet
5D. 14,000 cubic feet
TOTAL 46,161 cubic feet
6. SUMMARY
6.1: Total required volume
124,161 cubic feet
6.1A: Total design volume avail. 124,488 cubic feet
6.2: Min. req. treatment volume plus sludge accumaiation 78,000 cubic feet
6.2A: At elev. 42.70 feet ; Volume is 78,111 cubic feet (end pumping)
6.3: Total design volume Tess 25yr-24hr storm is 110,488 cubic feet
6.3A: At elev. 44.50 feet ; Volume is 110,462 cubic feet (start pumping)
Seasonal high water table elevation 42.50 feet
7. Designed By: John Lenfestey Approved
Date: 12/30/93 Date: / ,3
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

QUARTER M FARMS
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Operator:
County:
Date:
Dist.to nearest residence (other than owner):
Sows (farrow to finish):
Sows (farrow to feeder):
Head (finishing only):
Sows (farrow to wean):
Head (wean to feeder):
Storage volume for sludge accum. (cu. ft.):
Treatment Volume (min. 1 cu. ft./lb.)
Inside top length:
Inside top width:
Top of dike at elevation:
Freeboard:
Side slopes:
25 Year - 24 Hour Rainfall
Bottom of lagoon elevation:
Minimum Permanent Storage Depth of Lagoon:
Total required volume:
Total design volume avail.:
Design end pumping elev.:
Minimum required treatment volume: ====>
Treatment vol. at end pumping avail.: ====>
Design start pumping elev.:
Design Vol. - 25 Yr/24 Hr Rainfall:
Design vol. at start pumping elev.:
Seasonal high water table elevation:
NOTE: Verify that bottom of temp. storage
is above water table elevation:
NOTE: Verify that temp- storage is adequate:
Min. required temporary volume:
Design temporary volume available:
-===>
> Lynwood Jenkins, Rev. #1
> Duplin
> 12/30/93
> 2,000 Feet
> 0
> 0
> 0
> 0
> 2,600
0.00 Cu. Ft.
> 1.00
> 160.00 Feet
-
> 140.00 Feet
> 46.20 Feet
> 1.00 Feet
> 3.0 :1
— — > 7.50 Feet
> 36.20 Feet
6.50 Feet
124,161 Cu. Ft.
124,488 Cu. Ft.
42.70 Feet
78,000 Cu. Ft.
78,111 Cu. Ft.
> 44.50 Feet
110,488 Cu. Ft.
110,462 Cu. Ft.
42.50
42.70
46,161 Cu. Ft.
46,378 Cu. Ft.

QUARTER M FARMS
P.O. Box 759
Rose Hill, NC 28458
=arm Operator:
Date:
Lynwood Jenkins, Rev. No. 1
12/30/93
OPERATION AND MAINTENANCE PLAN
Page 1
This lagoon is designed for waste treatment (permanent storage) with minimum
odor control. The time required for the planned fluid level to be reached
(permanent + temporary storage) may vary due to soil conditions, flushing
operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume based on:
1) waste from animals
2) excess rainfall after evaporation
and 3) the largest 24 hour (one day) rainfall that occurs on the average
of once every 25 years.
The volume of waste generated from a given number of animals will be fairly
'onstant throughout the year and from year to year.
This estimate is based on 7.0 inches of excess rainfall which is equal
to or exceeds the highest 6 months excess in a year. The average annual excess
rainfall is approximately 8 inches. Therefore, an average of 8 inches of excess
rainfall will need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage volume must
always be available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from the building(s).
If the outlet pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to indicate when pumping
should begin. An elevation must be established to stop pumping to maintain the
minimum treatment depth of 6 feet.
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.

QUARTER M FARMS
P.O. Box 759
Rose Hill, NC 28458
Farm Operator: Lynwood Jenkins, Rev. No. 1
OPERATION AND MAINTENANCE PLAN (continued)
Page 2
The following items are to be carried out:
1 It is strongly recommended that the treatment lagoon be precharged to 1/2
of its capacity to prevent excessive odors during start— up. Precharging
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. Beginpump—out of the lagoon when fluid level reaches elevation 44:50. f
as marked by the permanent marker.
Stop pump-out'of the lagoon when fluid level reaches elevation 42.70 feet
or before the fluid depth is less than 6.50 feet deep (this prevents
the loss of favorable bacteria).
The designed temporary storage volume Tess the 25 year — 24 hour
storm volume is 32,161 cubic feet or 240,565 gallons.
As stated before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one (1) inch
and the recommended maximum application rate is 0.3 inches per hour.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
— of the United States. The Department of Environment, Health and Natural
Resources, Division of Environmental Management, has the responsibility
for enforcing this law.

Total Volumes
Grid cell size: 2.93 by 2.92
Original drawing scale: 50.00 ft/in
Project: Lynwood Jenkins
Drawing: Pad & Lagoon #3
Number:
Location: Duplin County
Bid Date:
Engineer: John Lenfestey
Owner: Lynwood Jenkins
Estimator:
Prepared by: using SITEWORK BASIC
Date: 12/29/93 Time: 10:03:28
Final surface: Existing
Initial surface: Proposed
Cut :
Fill :
L iference .
Tight Volumes
4327. 97
3690. 29
637. 68
All volumes are in cubic yards.
Expansion (%) Expanded Volumes
0.00
20.00
4327.97
4428. 34
Net Import : 100.37

QUARTER M FARMS
P.O. Box 759
Rose Hill, NC 28458
°hone: 919-289-2111
Calculations By:
Date:
John Lenfestey
12/30/93
Farm Operator: Lynwood Jenkins, Rev. No. 1
County: Duplin
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish)= 0
Sows (farrow / feeder) — 0
Head (finishing only) = 0
Sows (farrow to wean) = 0
Head (wean to feeder) = 2,600
Seasonal high water table elevation =
Storage Volume for sludge accumulation =
Treatment volume (Min. = 1 CF/Lb) =
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation =
,ottom of lagoon elevation
Thickness of Clay Liner =
Side slopes on dike =
25 Year — 24 Hour Rainfall =
Rainfall in excess of evaporation =
Minimum Permanent Storage Depth =
CALCULATED DATA:
2,000.0 Feet
Lagoon
42.50 Feet
0.0 Cu. Ft.
1.0 CF/Lb
160.00 Feet
140.00 Feet
46.20 Feet
36.20 Feet
3.0 : 1
7.50 Inches
7.00 Inches
6.50 Feet
Clay Liner
42.50 Feet
0.0 CF
1.0 CF/Lb
166.00 Feet
146.00 Feet
46.20 Feet
35.20 Feet
1.00 Feet
3.0 :1
7.50 In.
7.00 In.
6.50 Feet
Minimum treatment volume — livestock = 78,000 Cu, Ft.
Waste Produced #1 = 19,094 Cu. Ft. #2 = 19,094 Cu_ Ft.
Wash Water #1 = 0 Cu. Ft. #2 = 0 Cu. Ft.
Rainfall Excess Evap. = 13,067 Cu. Ft. #2 = 13,067 Cu. Ft.
Rainfall / 25 Yr. Storm = 14,000 Cu. Ft. #2 = 14,000 Cu. Ft.
Minimum temp. storage volume of lagoon = 46,161 Cu. Ft. #2 = 46,161 Cu. Ft.
Total minimum required treatment volume = 124,161 Cu. Ft. #2 = 124,161 Cu. Ft.
Total design volume available = 146,000 Cu. Ft. #2 = 169,312 Cu. Ft.
Volume of Clay Liner = Design Volume of Clay Liner — Design Volume of Lagoon
Volume of Clay Liner = 169,312 Cu. Ft. — 146,000 Cu. Ft.
Volume of Clay Liner = 23,312 Cu. Ft.
' `olume of Clay Liner = 863 Cubic Yards

I3v,y 1 Uri.t Pasr3 v�rt rr�
44.62
46. SO
4.6. 6�
4.5. 20
46.20
43.40
42. 00
Report: Plan View Cross-section Locst ions
Prc> iec t : Lynwood Jenkins
Draawinq: Paid Lsgoon S3
Sur--f ce: Proposed
60 120
Prepwrrd by:
n trs: 12r29,93
=ca.le: 60 -Pt-in
using SITEWORK BASIC
Time: 10:06:00

47.. 2
46. 2
45.2
44_ 2
43.2
42_ 2
41.2
40.2
39.2
30.2
37.2
36.2
Horix.
Orosi4-E ct ion/-
I?isiiti=mod PQ
sc*1.: 30 -Pt,-inV1
Prr J..Ct:
Drs.w 1 na:
Humber:
5 i.4"D7.ti:
Ensaineer:
Owner:
Est im:. tor:
Lynwood Junk ins
Ps.d & Li Qon *3
Dup l i n C:ount: W
John L.n4rst.ti
Lwnwood Jenkins
' ots
s
scv,lf:
prepared b•,�:
Dst •: 1 2/25?- 3
2 P1: 'in
u,as i n S I TEI DRK BASIC
Time: 10:06:51
A -
Eic'i �k t hid"
� ` w
Propr?3..+ec1
203 -
33.2
4,0. id

51 . 4
50.4
49. 4
49. 4
47.4
46.4
45.4
44.4
43.4
42.4
41.4
40.4
C- s71^Slot iorl 'its
Di41t i=wd P s
Horiz. scold: 30 -Ptiin 1t . scale.:
[..
roject:
rawing:
umber:
ngineer:
unor:
stimastor:
ote:
Pow&od Ls.400n 1 N3Dup1in Countl.iJchn LsnfRsi:0W
Lynwood Jsnkin*
Prspporod bY;
12/29i93
2
using SI1EWORK :BASIC
71ms: 10:0e:09
i
B
EXis.tina
`M1
210.1
39.4