310852_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: 31-0852 Certificate Of Coverage Number: AWS310852
2. Facility Name: Chris Drew Nursen
3. Landowner's Name (same as on the Waste Management Plan): Cris Drew
4. Landowner's Mailing Address: 488 Blue Newkirk Rd
City: Magnolia State: NC Zip: 28453
Telephone Number: 910-289-3854 Ext. E-mail:
5. Facility's Physical Address: 2791 S NC 903
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Deborah L 2. Drew Phone No.: 910-289-3854 OIC #: 22553
11. 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 Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
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)
I
(o-f997
Cla
i,4)-r ff.-73
al.Va
.?/
i4 7,5"
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:
1. The most recent Waste Utilization Plan (WUP), sio ned b+ the owner and a certified technical svecialist, 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 copy of the
application and all the CAWMP items above to: [e-mail]

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 are 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 penalties up to $25,000 per violation. (18 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):
Name: G-r 1 5
Signature:
-re t 4/
Title:
Date:
Ca 0, /21
I. 2oil
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

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Cris Drew
Chris Drew Nursery
488 Blue Newkirk Rd
Magnolia, NC 28453
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
APR 0 4 2019
WBte's
nal OpeTationsS
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at htlns://deu.nc.cov/about/divisions/water-resources/water-quality -regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure r our continued coverage under the State Non -Discharge General Permits. v ou must submit an application for
permit coverage to the Division. Enclosed 1ou will find a "Request for Certificate of Coverage Facility Currently Covered b4• an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3. 2019.
Please note that you must include one (1) cone of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310852
Murphy -Brown LLC
E North Caroana Department o EEn*onmental tZualitRy 1 Diasion of'Water Resources
512 N. Saksbwy St 1536 Mall Service Center Races r, North Caroline 275991636
3 919.707.9000

PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(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 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.
WASTE UTILIZATION .PLAN
Chris Drew
488 Blue Newkirk Rd.
Magnolia, NC 28453
[phone]
Wean - Feeder
2600
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

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year {gallons, ft tons..etc..
2600 animals X 0.42 (tons) waste/animal/year = 1,092.0 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2600 animals X 0.48
Guide Std. 633)
lbs. PAN/animal/year = 1,248.0 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
Tvae
Table 1: ACRES OWNED BY PRODUCER
Crop
Lbs. N Acres
Per Acre
Lbs. N
Utilized
Month of
Application
T873
1
NoB
Bermuda(G)
260
1.76
457.6
March - Sept.
T873
2
NoB
Bermuda(G)
260
1.61
418.6
March - Sept.
4
NoB
Bermuda(G)
260
2.31
600.6
March - Sept.
T873
3*
NoB
Row Crops
_
5.56
_
OPTIONAL
T873
3
NoB
Soybeans
120
5.56
May - October
T873
3
NoB
Corn
125
5.56
March - July
T873
3
NoB
Small Grain
50
5.56
Sept - April
T873
1,2,4
NoB
Small Grain
501
5.68
Sept - April
TOTAL 11.24 1,276.20
*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
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.
APR 0 4 2019
wstsgausity
Ro + oparationssecson
Page 2

WASTE UTILIZATION PLAN
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
L
* 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
11.24
1,276.20
11.24
1,276.20
1,248.00
(28.20)
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

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Crop
Field
No.
Soil Type
Application
Rate (In/Hr)
Application
Amount (In.)
1,2
NoB
Bermuda
0.5
0.75
3,4
NoB
Row crops
0.4
0.75
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:
Acres shown are irrigated acres.
Page 4

WASTE UTILIZATION PLAN
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

WASTE UTILIZATION PLAN
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

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 If animal production at the facility is to be suspended or terminated, tfie owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
18 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.
19 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 propellant with no further applications animal waste
during the crop season.
20 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.
21 Waste shall be tested within 69 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.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Chris Drew
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: Chris Drew
(Please print)
Signature:
Date:
Name of Manager (If different from owner):
Signature: Date:
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
Date:

GROWER: CHRIS DREW
ADDRESS: 488 BLUE NEWKIRK RD
MAGNOLIA, NC 28453
COUNTY: DUPLIN
DESIGNED BY: ACP-
CHECKED BY: WEL
DATE: 05/27/97 Ii
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 earthfll 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 material may 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 equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations., Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. 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 CLAY LINER THICKNESS SHALL BE 1.6 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING, A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458
[phone]

GROWER: CHRIS DREW -- DESIGNED BY: ACP
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN _ — SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated 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 material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
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 moisture content during placement. The maximum moisture
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 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability 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 in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6 cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering
P.O. Box 759 R Hill NC 28458 [phone]

GROWER: CHRIS DREW
ADDRESS: 488 BLUE NEWKIRK RD
MAGNOLIA, NC 28453
COUNTY: DUPLIN
DESIGNED BY: ACP
CHECKED BY: WEL
DATE: 05/27/97
SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe 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 or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions_ of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if 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:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458
[phone]

GROWER: CHRIS DREW DESIGNED BY: ACP
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 1.8 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
108 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
54 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
108 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
14.4 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
18 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
72 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
1800 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3.6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
180 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NE i i ING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDEDJHAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: CHRIS DREW DESIGNED BY: ACP
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN __ 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 of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to 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 staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere 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. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is 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. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

GROWER:
ADDRESS:
COUNTY:
CHRIS DREW
488 BLUE NEWKIRK RD
MAGNOLIA, NC 28453
DUPLIN
DESIGNED BY: ACP
CHECKED BY: WEL
DATE: 05/27/97
SHEET2OF2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 98.90 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 96.50. This temporary storage, less 25 year / 24 hour storm,
contains 56623 cubic feet or 423542 gallons.
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. 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 or damaged areas 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. Waste shall
be applied in a manner such that waste will not reach other property and public
rights— of —way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458
[phone]

Murphy Family Farms Engineering
GROWER: CHRIS DREW DESIGNED BY - ACP
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN SHEET 1 OF 2
Emercency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
. stop all additional flow to the lagoon (waters) --hold waste in house if possible
. call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
stop irrigation pump
close valves to eliminate further discharge
- separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals-4nd
fill holes and compact with a clayey soil
other holes may be likewise tem•oraril Iu ed with clay,' soil _
P.O. Box 759, Rose Hill NC 28458 [phone]
i
I

GROWER: CHRIS DREW DESIGNED BY: ACP
ADDRESS: 488 BLUE NEWKIRK RD CHECKED BY: WEL
MAGNOLIA, NC 28453 DATE: 05/27/97
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910— 296— 2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910— 296— 2160
DIVISION OF WATER QUALITY
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910-395-3900
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

Flush alleys
Pit recharge points
Lift stations
• Agitation during wastewater
conveyance
• Agitation ofrecycied lagoon
liquid while pits are filling
• Agitation during sump tank
filling and drawdown
Outside drain collection • Agitation during wastewater
or junction boxes
conveyance
AMOC - November 11, 1996, Page 3
Animal body surfaces , • Dirty manure -covered animals
Floor surfaces
• Wet manure -covered floors
Manure collection pits •� Urine;
• Partial microbial decomposition
Venti1atien exhaust fans •—Volatile gases;—
Dust
Indoor surfaces • Dust
Flush tanks Agitation of recycled lagoon
• _ Q
liquid while tanks arc filling O
O
Swine Farm Waste Management Odor Control C
��- �--�---� - heckltst
Source '�-_
Farmstead Cause MVPs to Minimize Odor
• Swine production
Vegetative or wooded buffers; Site Specific Practices
0 Recommended best management practices;
53/ Good Judgment and common sense
&?' Dry floors
Slotted floors; •
�Watercrs located over slotted floors;
0 Feeders at high end of solid floors;
0 Scrape manure buildup from floors;'
O Underfloor ventilation for drying
gr Frequent manure removal by flush, pit recharge,
or scrape;
O Underfloor ventilation
Fan maintenance;
t ' Efficient air movement
Washdown between groups of animals;
O Feed additives;
O Feeder covers;
Er"Feed delivery downspout extenders to feeder
covers
Flush tank covers; —
Extend fill lines to near bottom of tanks with
anti=siohon vents
Underfloor flush with underfloor ventilation
Extend recharge lines to near bottom of pitswith anti -siphon vents
0 Sump tank covers
0 Box covers
t

Source
End of drainpipes at
lagoon
Lagoon surfaces
Cause
Agitation during wastewater
conveyance
BMPs to Minimize Odor
erjExtend discharge point of pipes underneath
lagoon liquid level
Irrigation sprinkler
nozzles
• Volatile gas emissions;
• Biological mixing;
• Agitation
Proper lagoon Ilquid capacity;
L Cortect Lagoon startup procedures;
O Minimum surface area -to -volume ratio;
KY/Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
• High pressure agitation; 1rrlgate on dry days with little or no wind;
• Wind drift
Storage tank or basin
surface
Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
O Minimum recommended operating pressure;
1"Pump Intake near lagoon liquid surface;
O Pump from second -stage lagoon
O Bottom or midlevel loading;
O Tank covers;
O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface
Manure, slurry or sludge
spreader outlets
• Partial microbial decomposition; 0 Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
Agitation when emptying 0 Remove settled solids regularly
• Agitation when spreading;
• Volatile gas emissions
Uncovered manure,
slurry or sludge on field
surfaces
Dead animals
Dead animal disposal
'pits
Incinerators
• Volatile gas emissions while
drying
O Soil injection ofsiurry/sludges;
O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Cl Soil injection of slurry/sludges
O Soil incorporation within48 hrs.;
O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
• Carcass decomposition CY Proper disposition of carcasses
Site -Specific Practices mrt
,
• Carcass decomposition 0 Complete covering of carcasses in burial pits;
0 Proper location/construction of disposal pits
• Incomplete combustion 0 Secondary stack burners
AMOC • November 11, 1996, Page 4

Source
Standing water around
facilities
C
ause
• Improper drainage;
• Microbial decomposition of
organic matter
•
BMPs to Minimize, Odor
=' Grade and landscape such that water drains
away from facilities
Manure tracked onto
public roads from farm
access
• Poorly maintained access roads f"Farrn access road maintenance
Additional information
Site Specific Practices
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 Trcatrnent 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 ; PROl07, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Available From :
NCSU, County Extension Center
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU BAE
NCSU •BAE
NCSU • Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Cause--
__,
BMPs to Control Insects
Flush Gutters ofsolids
a ..� ..i... _ —
Liquid Systems Site Specific Practices
Flush system Is designed and operated
sufficiently to remove accumulated solids from
Lagoons and Pits • Crusted Solids
Excessive Vegetative • Decaying vegetation
Growth
Feeders
Feed Storage
• Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Ce Clean up spillage on a routine basis (e.g., 7 - 10
day Interval during summer; 15-30 day interval
during winter).
gutters as designed.
KY/Remove bridging of accumulated solids at
discharge
Cr7 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.
n 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.
• Accumulations of feed residues Ga'' 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
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed,
AMIC - November I I, 1996, Page 1
r i'

Dry Manure Handling
Systems .
Sou rce '- ��`� • , .:
'
_ Cause BMPs to Control Insects. "�-
Animal Holding Areas Accumulations of animal wastesSite Specific Practices
O Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (I,o., inspect for and
remove or break up accumulated solids as
needed).
and
feed
wastage
O 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.
.0 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 Ent
Raleigh, NC, 27695-76(3, Entomology, Box 7613, North Carolina Sta to University,
AMIC • November 11, 1996, Page 2
Accumulations of animas wastes

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. . .
Rendetin at a renderir�g plant licensed under G.S. 106-168.7
s qc z, .4 r- r-rE - E AA -I t r- O, t_ Co c.t� gy T i rK
0 Complete incineration
0 In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Departrnent of Agriculture
0 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 of the State Veterinarian must be
attached)
APR 0 4 2019
Wate'au
Regional Operations Section
it
December tt, 1996

......1.1.010MoMmmalOMM•01.1
PROJECT:
LAGOON SITE SOILS INVESTIGATION
-7;27- EP-)
FIELD INVESTIGATION BY: kf--.3
•••1111•/.
COUNTY: ,
DATE /
ETCH
, v /
_
,-__---..,_,--------
...----...
•?'
;%""
I
t
---
..,_ _
- •----
,.....
.„
N
.
)
-
\
,
I,,kr
—
w
..............,..
wnessem-
.1
BORING NUMBER AND PROFILE
DEPTH
WT
ItDEPTH
WT
b - /
7,
,17)
- /:;A'`''''' 5;-., ,-,,:)
il - /
•
f
/ - 1
A.. , A-....,,,,e /i,,r,,e-, ..-S:,0 L-. ::12,4,,,,,,-.>4,-.- 6.4.,
.• : 2.
f- IV
/5 44 re.. c-1 r C L A Ve Y 94 -. r.
z- : its'
..... it.),, ,76 5-....,,,...
7 .
...: ,
0 - I
,
Z.
: _.,,,, ,,
- 47.16(f.,od ''';',.q,..,o
-:.. ri
I- ti
..„,.,......,
5C-fr 1: , , , ,,,9 ,-.1 6.-i4c, -5,,,o Mi,
/L tf.,,,,,JG ,..' e 7 r' -
9 .- i /
6 re-4
C ad ,, ( ,,4 it< 7 c.-1 ,,e)
e
_
A',L;#.,1$), C b .31,4 ( ..Z' f f- ) -,...::
i : :..-
1:4 I fa , 4.
I), 0
f'./
ki, a :r:l.. , ., / d 6 , d, g 5 ' ,,,,...•
•-• G , 5'.
6.X0, ,Y. rt.-, • ii,, ':•-•• , :_ .,•,—
-
.;.S. jr
(74•-•%t 7.4'0 tip v Y " ' '.4.1r IC, ....
:
',On ;''
, .,j,
.e.- .
r‘ld 1 i., 7 id , " , / CI-. I , e , .:-.• - •
BORING / SAMPLING METHOD:
SIGNATURE:

LAGOON SITE SOILS INVESTIGATION
PROJECT: _
_ 4 r
FIELD INVESTIGATION BY:
COUNTY:
rL
DATE: 3 ./ - 7,
BORING NUMBER AND PROFILE
DEPTH] WT
DEPTH
WT
P''./
..
l`
• ' '-: .: 4 ' ::4 /;(.64 1 fri e' 7. rt° ,.4 l'(-U, t 1:.,) f
.1.
7:- C •
,.--':. f i141'7 7-1,.• 1.1:f et, (4, ..:4/.!, 4 /.,,,•(•,i
...‹,,r. 6., - ., 5,.....0 /'-? ; H.- ...."
- 1 ,
i'r.'".4vx6 ,...,-I,-, 'It 44 1
i
g 7
- -,..
7;',-' " -":-.," ,,,,, ,-/ ':-.,-.4,..0-, Lr,'
/ , ,e 14,v, L'.'..4•• L' I:', ,( , ,
..::: , - • 7 itl t-' ,C.- • ' , ,.^ :4-1 (i...,,r s (1.,o )-1,
A
1
'
I
[
...... -
BORING / SAMPLING METHOD:
SIGNATURE:

5-23-1997 9:1dAM
FROM W R ENV. ENG.
919 ZI.G0 6082
P. 9
WITHERS & RAVENEL, Engineering & Surveying,, Inc.
1.11 MacKenan Drive, Cary N C. 27511.9191469--3340•FAX: [phone]
G rower:
Address:
County:
CHRIS DREW
488 BLUE NEWKIRK RD:
MAGNOLIA, NC 28453
•DUPLIN
FARM INFORMATION
esigned By;
pecked By:
Date:
Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
Nursery:
Finishing:
Farrow, to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain". Factor •
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm Population:
LAGOON INFOR.MATION
Is Lagoon Designed as an Irreg.ular Shape?.
Does Operator Want Emergency Spillway?
is This Design for an Existing. .Farm?
Is Drain Tile Req'd to Lower SHWT?
Seasonal nigh Water Table Elev: -----
Freeboard:
Emergency Spillway. Flow Depth:
Top of Storm / Spillway Buffer:
Side Slopes:.
Inside Top Length:
Inside Top Width:.
Top of Dike Elevation:
Finished Bottom Elevation.
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME
Storm Stor =
Temporary =
Permanent.=
Total Volume =
(YIN.)--------
(Y/N)---------
(YIN) -- ',
REQ.UlREDrIwu
Not Applicable
Not Applicable
REQUIRED VOL.
39000 (Cu.Ft.)
49483 (Cu.Ft.)
97500 (Cu.Ft.)
185,983 (Cu.Ft.)
Min. Required Liner. Thickness
Lagoon Surface Area: (Inside TC)f71 --
DESIGN VOLUM
ES
44,165 (Cu.it.) •'
56,623 (Cu.Mjt.)
99,687 (Cu.Fit.)
200,475 (Cu.Ft.)
Hamilton E. Withers, 1
Sarrutel F. Ravenel,l
Jarraes 1~ Canfield 1
Lofiee G. Smith.
Jimmy .E Bass. )
Michael E. Dickerson,)
N
N
N
N
ACP
WEL
05/23/97
2600 Hd.
0
0
0
0
0
180 Days
7.5 In.
7.5 In:
7.0In
0
0
97.50 Ft.
1.0 Ft.
0.3 Ft:
0.5 Ft.
3 :1 (H:V)
195.0 Ft.
160.0 Ft.
101.50 Ft.
90.50 Ft.
98.90 Ft.
96.50 Ft.
% REQ'D_
113..24%
114.43%
102.24%
107.79%
1.6 Ft.
'Dr e

5-23-1997 9:15AM FROM W R ENV. ENG.
919 d60 6082
P. 10
Elevation (FT.).
9.0.50
91.00.
92.00
9.3.00
94.00_
'95:00
96.00
• 97.00
98.00
99.00 .
100.00
101:00
101.50
Grower: CH_RIS DREW
Address: 488 BLUE NEWKIRK RD
MAGNOLIA, NC 28453
County: DUPLIN
:ACTUAL •. DESIGN
LAGOON STAGE -AREA VOLUMES
'Contour
Area (SF)
12,126
12,804
14,214
15,696 ..
17,250
1.8,876
20,574.
.22, 344
24,186
26,100
28, 0.86
•30,144
31,200 .
VOLUME
Incr. V
Designed By: ACP•.
h.ecked By: • WEL
Date: 05/23/97
' ..Sheet 2 of 7
CALCUH..TIQNS
I. (Cu. FT)
6,233
13,509
14,955
16,473
1,8,063
.19,725
21,459
23,265
25,143
27,093
29,115
15..336
These .volumes.were calculated using.the vertical average end ar'
TOTAL REQD VOLUM' 185,983 CF .CUMULATIVE V
END.PUMP > 96.50 FT 99,687 CF TI
START PUMP = = = > 98.90 . FT
MAX. STORAGE _ _ > 100.50 FT
Cumul_ Vol. (Cu. FT)
6,233
19,742..
34,697
51,170
69,233
88,958.
110,417
133,682
158,825
185,918
215,033
230,369
a -method. _
)L. 'ZONE.VOL
'MT 99,687
156,310 CF TMP 56,623
.200,475 CF STOR 44,165
107.79%
102.24%
114.43%
113'.24%

S-23-1997 9.1SAM FROM W R ENV. ENG.
919 d60 6082
P. 1 1;
Grower: CHRIS DREW Dc-signed By: ACP
Address: 488 BLUE NEWKIRK RD hecked By: JNT
MAGNOLIA, NC 28453 Date: - 05/23/97
County: DUPLIN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity. * ALW ''
Nursery 2,600 30
Finishing 0 135
Farrow to weanling ' 0 433
Farrow to feeder 0 522
Farrow to finish 0 1,41.7
Boars 0 400..
ul-.ft./Ib)
1.00
• 1.:00
0.. 67
1 0.67
1.00
0.50
Total Required Treatment Volurne (cu. ft.)=
Sludge Storage Volume:
Animal Type
Nursery
Finishing .
Farrow to weanling
Farrow to feeder
Farrow to finish
Boars.
Capacity
2,600
0
0
0
0
0
ALW (culft1ib)
30 0.25
135 .0:25
433 0:17
522 10.17
1,417 10.25
400 125
Total Required Sludge Storage,Volume .(cu, ft.)
Temporary Storage Volume:
Manure Production:
Anirnal Type
Nursery
Finishing
Farrow to weanling
Farrow to feeder
Farrow to finish
Boars
Total
78.000
0
0
0
0
0
78,000
= Total
19,500
0
0
0
0
0
19,500
Capacity * Sto. Period R (gaL/Hd./day) = Total
180 0.30 140,400
180. 1.40 0
2,.600.
0
0
0
0
0
180 4.30
180 4.50
180 13.50
180 4.00
Total Manure Production (gals.)=
Total Manure Production .(cu.ft.)=
Excess Fresh Water:
Animal Type
Nursery
Finishing
Farrow to weanling
Farrow to feeder
Farrow to finish
Boars
0 180.
0. 180
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
0
0
0
140,400
18,770.
Capacity Sto. Period * (gals(Hd./day) = Total
2,6.00 . 180 • 10.20 93,600
0 180 _ 0.90 0
0 180 ' 2.90
0 180 3.50
9:50-
2.70
0
- -0
0
-.0
93,600
12,513

b-23-1997 9.16AM FROM W R ENV ENG_
919 A60 6082
P.
Grower: CHRIS DREW
Address: 488 BLUE NEWKIRK RD
MAGNOLIA, NC. 28453.
County: DUPLIN
Temporary Storage Volume: (Cont.)
Dc signed By:
Checked By:
Date:
Sheet 4 of 7
ACP
WEL
05/23/97
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage AreJ) Rainfall / 12in./ft
Vol.= (31200 sq.ft. + 0 sq.ft:) * ..7 in. /12 in./ft:
Total Required Volume for Rainfall in Excess of Ev p_ (cu.ft.)= 18,200
Storm Storage: •
V.l.=(Lagoon Surf. Area +.Addt'1' Drainage Area) * 25Y ./24Hr. Storm(in) / 12in_Ift. •
Vol.= (31200 sq.ft + 0 sq.ft.). . * 7.5 in. /12
Total Required Volume for 25Yr.-24Hr. Storm Everf it (cu..ft)= .19,500
"Heavy Rain" Storage:
Vof.=(Lagoon Surf_ Area + Addt'f Drainage Area) * "He . vy Rain" Factor (in) / 12in./ft.
Vol_= (31200 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./
Total Required Volume for "Heavy Rain" (cu.ft.) = 19,500
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
• (25 Yr. /.24 Hr.• Storm + "Heavy Rain") =
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) _
Total Required Permanent Storage
(Treatment + Sludge) _
39,000 (CU.FT)
49,483 (CU_FT)
97,500 (CU.FT)
TOTAL REQUIRED VOLUME = 185;:'83 (CU.FT.)

•• LIN_ CNU.
919 a60 6282
P. 13
Grower: CHRIS DREW
,Address: .488 BLUE NEVVKIRK RD
MAGNOLIA, NC 28453
County: DUP.LIN
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertabie.Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
•Min.. Liner Thickness (if required) ----
Freeboard Depth
Temporary Storage Period
Zone Depths:
. 0 signed By: ACP
C ecked By: WEL
Date: 05/23/97
Sheet 5 of 7
TOTAL DESIGN VOLUME = 200475
Treatment / Sludge Storage Zone Depth -----
Temporary Storage Zone Depth -
Freeboard / Storm Storage Zone Depth --
Total Lagoon Depth
(CU.FT.)
10.1 '50 FT.
Not Applicable
100.50 FT_
99.63 FT_
98.90 FT:
96.50 FT.
91.98 FT.
97.50 FT.
90.50 FT,
195.00 FT.
160.00 FT.'
3:1 H:V
31,200.SF
1.6 FT.
1.00 FT.
.180 Days
6.0 FT,
2.4 FT.
2.6 FT.
11.0 FT_

Grower: CHRIS DREW Designed By: ACP
Address: 488 BLUE NEWKIRK RD Checked By: WEL
MAGNOLIA, NC 28453 Date: 05/23/97
County: DUPLIN Sheet 6 of 7 -
1
1
1
1 /
STRT PMP EL.=. 98:90 1. TOP OF TEMP STORAGE ELEV 98.90 /
1 /
END PMP EL.= 96,50 I1 TOP OF TREAT ELEV = 96.50, . / SHWT = 97,50
1 /
1 /
1 TOP_OF. SLUDGE ELEV = 91.98 /
1 /
ZONE ELEVATIONS
TOP OF DIKE ELEV = 101.50
TOP OF. STORM ELEV = 100,50
TOP OF HEAVY RAIN ELEV = 9963
/
FINISHED BOTTOM ELEV = 90.50
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Z809 09V 6 l 6

I RUIN YY K tIV V
919 d60 6082
Grower:
Address:
County:
CHRIS DREW
488 BLUE NEWKIRK RD
MAGNOLIA, . NC. 28453
DUPLIN
Df
C
signed By: ACP
lecked By: WEL
Date: 05/23/97
Sheet 7 of 7
This livestock waste treatment Lagoon is designed in accordance wth the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 59- WASTE TREATMENT
LAGOON, revised in September..' 996.
Emergency S-pillway:
An Emergency Spillway is not required.
DESIGNED: A. Cameron Patterson, P_E.
DATE: May 23, 1.997
COMMENTS.

RRCEErDINCDOt iD
MA`S 3 0 Z019
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option
water QuslmtY Methods other than those listed must be approved by the State Veterinarian.
Rppera
Primary Secondary 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.
Version —November 26, 2018
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 opinionwof the State Veterinarian, wouldmake 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 ort"r ss: contact the Division for guidar i%e.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be=.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
® In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Date
Signature of Technical Specialist Date