310768_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: 31-0768 Certificate Of Coverage Number: AWS310768
2. Facility Name: BJD Farms II
3. Landowner's Name (same as on the Waste Management Plan): Bizzell J Davis
4. Landowner's Mailing Address: 1180 Lanefield Rd
City: Warsaw State: NC Zip: 28398
Telephone Number: 910-293-4383 Ext. E-mail:
5. Facility's Physical Address: 1635 Cornwallis Rd
City: Rose Hill State: NC Zip: 28458
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): Bizzell J. Davis
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type
Swine - Feeder to Finish
Phone No.: 910-284-0078 OIC #: 18035
Allowable Count
6,400
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
1
2
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
96,703.00
162,043.00
Design Freeboard
"Redline"
(Inches)
19.50
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:
1. The most recent Waste Utilization Plan (WUP), signed br the owner and a certified technical specials t. 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: 6 (Z"L_ 1� ( S Title: iAf li 12_._,
1� d' ✓'
Signature:
Date:
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
Secretary
LINDA CULPEPPEt
Dire for
NORTH CAROLINA
Environmental Quality
February 27, 2019
Bizzell J Davis
BJD Farms II
1180 Lanefield Rd
Warsaw, NC 28398
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
MAR 2 9 2019
Watr Quality
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 https://deu.nc.gov/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 rder to assure our continued cover a under the State Non -Discharge G neral Permits 4'ou must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3. 2019.
Please note that von must include one (1) copy of the Certified Animal Waste Management Plan (CAWMPL with the
completed and signed application form. A list of items included in the CAWMP can be found on nage 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
Wilmimion Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310768
Murphy -Brown LLC
North Carolina Department of Environmental Quality I Division of Water Resources
512 N. Saesbuty St 11636 Mall Service Center I Raleigh, North Carolina 27699-1626
319.707 91300

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
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 compostingsystem 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 off 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 recornrnended for all animal operations. This plan outlines farm -specific mortality man-
agement methodsao be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports -a variety of emergency mortality disposal captions; contact the Division for guidance_
• Acatastrophic 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.
� � t
3 - ? 6 -
'Sign tur.-•f rmOwner/Manager Date
h 3_ a _ L L':: 1
Sig ature of Technical Specialist Date

OF CAROLINA
GROWER # 267
BIZZELL DAVIS 11
8 (800) FINISHING HOUSES
CORNWALLIS ROAD - DUPLIN COUNTY
`1,
-+ r• -,
SIZZEI-L DAViS LT F �Rtif�� -� `
•
enc
Mappi
\-el•
A+C
DIRECTIONS: FROM WARSAW, TAKE HIGHWAY 117 SOUTH TO
ROSEHILL. TURN RIGHT ONTO BR:CES STORE ROAD. AFTER APPROXIMATELY
4 MILES, TURN LEFT ONTO CORNWALLIS ROAD. FARM WILL BE
APPROXIMATELY ONE MILE ON RIGHT.
I AILING ADDRESS:
BIZZELL DAVIS
1180 LANEFIELD ROAD
WARSAW, NC 28398
HOME: [phone]
WORK: [phone]
SHIPPING ADDRESS:
BIZZELL DAVIS
CORNWALLIS ROAD
ROSEHILL, NC 28458
BROWN S OF CAROLINA, INC
3C3 EAST COLLEGE STREET • PO BOX 4 7 • WARSAW.C 28398-0487 • OFFICE [phone] • FAX[phone]

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rah ?oc= Latitude and
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,please attach a cccr cf a e=C:tv road. :cap with location identified.
of oce_aoicc (swine. layer. cJ _ -r ea_.)- ` ;:✓iA/
;es_g:_ ca_a__a•- (:=h e= cf t-._mil.q) 3200
Average
Averagesire of eats r.r`.ti n; (i. =onth pogo at_c.-. a:y.) . Zoo.
_ ._ _ e= L ar = arplioatio: of waste. (acres) : 60.
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s a technical s;.ec=a;=sc designated by the North l Soil -
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rite-:z_nag.. e_.t system. as i.-:sta.z i.ec for: the r
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eq.tivale_`_t= lagoons cr waste
storage :.C:t=waste
s`C storage ca^azi ; ade-' at?C__w:/ �e__ - Q_- lend t..•aste. utilization (Cr useof third `'SCC253c_ ownership of r-C2' waste a.^o1-CazG^ eC"1^:en`' schedule for `'ng Ca-_a:_cs z^_1'Ca. r-
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design capes=_tv cf t:_a waste t=a`t a at end storage a system cor::. construction of f new
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underunderstand that there C�Sr.hef e . new �.��3_s are stcc3Ge. . '1 (.; ) also
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NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Bizzell Davis
BJD Farms II
Duplin
Feed -Fin
6400
Anaerobic Lagoon
180 days
Irrigation
The waste from your animal facility artist be land applied at a specified rate to prevent pollution
of surface water 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:
1. 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.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adeouate filter strips are established.
4. 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 DWQ regulations.
Page: 1

5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission
AMOUNT OF WASTE PRODUCED PER YEAR. ( gallons, ft3, tons, etc.):
6400 animals X 985.50 gal/animal/year = 6,307,200 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
6400 animals X 2.30 lbs/animal/year = 14,720.00 Ibs
Applying the above amount of waste is a big job. You shout plan time and have appropriate
equipment to apply the waste in a timely manner.
Page: 2

The following acreage will be needed for waste applicator based on the crop to be grown,
soil type, and surface application.
Tract Field
unT
unT
unT
unT
unT
4
4
3
2
1
Soil
Typ e
GbA
GbA
Fo
Fo
Fo
Crop Yield
Code /Ac
K
G
G
G
lbs N
/unit
5.5
3.5
3.5
3.5
50.00
50.00
50.00
50.00
50.00
Acres ' Lbs N/Ac Lbs N lbs N
Residual /Ac Required
33.6
33.6
8.9
2.3
14.7
p 275.0
50.0
175.0
175.0
175.0
9240.00
1680.00
1557.50
409.50
2572.50
Total 59.5 15459.50
Available N 14720.00
*Difference -739.50
Time to
Apply
Mar -Oct
S-April
F-June, S-
F -June, S-
F -June, S-
Indicates that this field is being averseeded (Le. interplanted) or winter annuals follow summer
annuals.
*A negative number reflects the total lbs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
in the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses ail nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
Page: 3

with stand of bermudagrass. This loss of stand will result in reduced yields and Tess nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the nominal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
Crop Code Crop
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue - Grazed
H Fescue - Hay
Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
0 Soybean
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 Ibs N / ton
50 lbs N / ton
1.25 Ibs N / bushel
12 lbs N / ton
0.12 lbs N / ibs lint
50 Ibs N / ton
50 Ibs N / ton
1.3 Ibs N / bushel
2.4 lbs N / bushel
100 ibs N / acre
133 Ibs N / acre
2.5 lbs N / cwt
2.4 Ibs NI bushel
4.0 Ibs N / bushed
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of anima; waste.
SLUDGE APPLICATION:
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
Page:

approximately 0.36 pounds of plant available nitrogen per al iimal per year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 11520.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 38.40 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 92.16 acres of land.
Please be aware that these are only estimates of the PAN ard land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding opacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Tract Field
Soil Application Rate Application Amount
Type Crop infhr * inches
unT
unT
unT
unT
unT
4
—4
3
2
1
GbA
GbA
Fo
Fo
Fo
B
K
G
G
G
0.50
0.50
0.0
0.50
0.50
1.50
1.50
0.95
0.95
0.95
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
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 the
Page: 5

waste stored in your structure L.: within the 25 year 24 hour storm stoi dge or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiability of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Additional Comments:
/64-1-/k- )
„D jeg_ 4-tilt/A) Ji0_,
Page:

NUTRIENT MANAGEMENT PLAN CERTIFICAli ION
Name of Farris: 5.T PO _5
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 nutrient management
plan for the farm named above. l/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that l must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. C also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This 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 NCDWQ upon request.
-77
Name of Facility Owner: 2 Z L r/f �/
Signature:
Name of Manager (if different from owner):
Signature:
Date
Please Print
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
Jimmy R. Vinson
Brown's of Carolina, Inc.
P.O. Box 487
Warsaw, NC 28398
1910) 293-2984
Date
Date
Page:

DUPLIN COUNTY, NOR'

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NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
I. ?_-.._.a_t was;e sha!l no; reach, s,_-`acam waters of the state by runoff, :`, manmade
conveyances, Ct„eCt application, Or
r
direct dis.hrr ze d urine operation cr ia_ d application. Any discharge or V!„ s tC which reaches surface water is
prohibited
2. There must C2 documentation ira the deS:za.folder Lilac the producer either owns or has a notarized a for
use
of adequate !and ea which to properly apply the waste. If t weer_ e e ;.
• pp .:.e producer eery net own adequate land to properly
di 3cs. of waste, he.'she shall provide'. a copy of a notarized az-cer: e t Nvit1 a Iar downer who is LV: 'y^ a re?Sp e
cabl
prexi 1tY•, allowing 'raimiher the use of the land for waste application. It is the responsibility of the owner cf the
facility to sect re a update of the Waste Utilization Flare when the-: is a change ill the Operaiton, increase in the
number of �r7i-' a1 , r_,ethcd of utilization, ation,. cr available land.
3. A. waste waste shall be appii d to but exceed,r•
net exc.,.,.., the i`,ttrcg_ii needs for realistic crop yields baste enArt)e,availableI o1Sr_re historic-! '��:3, CSia"e conditions, and 1.VCI of management. unless there are regulations
at
restrict the rate of application fother A c
ptic [ice for nutrients. Actual vie'.•.?s May be l:.C•! in lieu of �a?i +'•t:'�
discretion of the piaanr . at c .� tables at etc
4. ?nLi waste shall be arc ie a: lard err ? c•.: z less the. 5 tors per ac:•e per year. Waste may be applied to land that
is _r:.t _.g at more than 5 torts but less than 10 tonsper acre.2'�Gezir providing .nras:4 nite
r snips are 1'.Si_led wherer±.s� leaves the field. (SeYO C Standard 393-Filter Scrips)
5. Odors can be reduced byt
by i•^.L'12 the w`3itc or eiSa!^g after waste at)I7hCafltlli. W :!•._ should ..... be a"'
tier e- is d:r.zez' of drift front the irrigation k fitd.e` a?::e� when
6. When animal waste is to be applied on acres subject to flooding', it will be Soil incut .iorated on conventionally tilled
cropland. When applied to c nssr"a:ion tilled crops or p'asstat:d, the waste may be broadcast provided the
application does not Cc:c'.irc during a season 'Drone to flooding. (Set "Wile:atilt:(' cued Climate !ll North Carolina" for
guidance.).
7. Lic'_:C waste shell be applied at rates act :o exceed the soli !:'_`G.. ail:o ::1te such that ra:o` iices clot Ccci;re off.site
or to S,:.— ac . waters arld L. a :: e:nod 'w':,,..h d:s net r' '! lcause drift i:1 :,:1 ii:_ dii_ L:., ii:_ application. No 'J4r.Ciri$ should
ci.c..,.- in order to control odor and 1 ies.
8. A °-: a? waste shall not be applied d Co saturated soils, during rainfall events. [7r when the surface is frozen.
9. A i al waste should be applied on actively.'owing crops in such a ti laimer that the crop is not C3 :e'ed '.wit waste
to de th alat would prohibit nowt?. The potential for salt damage. IL%wr; diet uil ..'s:C . i?tttl• also be a:nsidered.
10. Waste nutrients shall not be applied .... fa,. er:v::.e. for ;rill=pe:, C;crops s:Hls C^aF�potential for ar
a =r,t .es cr. t soils =hota L ben and
Ie � _.z. �� as:_ .._..-:_ !radii.` rates h�s� il-'' 1 t •
rop
planted to take up ?eased rift- r.s. liVa;te sr.3i. rfit4N:...... 1. to a'II::LI;ar: a S toapI inn- of crop
cr
re:eased be I: 'i :. I 717 .+.. t:„t S prior i7lan:ir:g G'C t! CCCC ...
fcr_zes breaking cot^..:...
1 I. rr • new swine facility sited en or after October I 1995 , shall cc:;;;t}it• with the tulcl::'in_. The cuter perimeter of
the land area onto which waste is applied &C... a lagoon that is a CUl21l.'UC1et of a swine fare. shall be at leas: 50feet
from any residential property both^earl and f :c^, ' ar perennial. s:ret-an or river ochttr ...an an Irri.^. Ya:ioditch Cr
'+... w:_ titer than S.L:r.^ew,_5:e fomfaci:ities sited on or t r October I , 1995, shall not' e applied
close than 25 feet to surface water.This distance t: a: t e reduced fur w^CCri that are not pd•rer.r..,a provided
a`e ._ vegetative filter strips are present (See Stan _ 0 t Filter strip•).

NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CONTINUED)
INUED)
17. r" �.-.a? waswaste shalt cot be a:Dli close, than I00 feet from wells.
I3. A iziat waste shall not be applied close-. than 200 feet of dwellings teller than those ow -tied by landowner.
14. Waste shall be apot.i in a maer not to reach Dearer prop_:; and public tight -of -~,pays.
15. Al_ ai waste shall not be discharged into sin -face waters, drat.^:ageways or !vettards by a discharge or by aver_
spraying. ? ma1 waste may be applied to prior converted cropland provided it has heen approved as a land
applications site by a "technical spoialist". A.i:.-nal w'arte applied on grassed waterways shall be at a 'onomic rages
and i"a a Ma:.rer that cages : o runoff or drift E-orn the site.
16. Domestic and indust ial waste frog! washdowtl facilities, showers. toilers.. sink:, etc., shall not be discharged into the
ars :^pal waste i .ax:agemeat systerl.
17. A pratective cover of appropriate vegetation will be established on all disturbed areas (lagoon embankments,
berms, pipe runs, etc Areas shallfenced, sari'.,,e. .j. be as nieces to protect the t'e.,,.,attUtl. Vegetation such as trees,
aid other woody species, etc. are limited to areas where eorsidered apprcipriat_. Lagoon areas should be
kept atowe.'' and accessible. Lagoon berms and structures should be inspected regltlarly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is terminated, the owner is responsible for obtaining and implementing a "close-
plat-' which will eliminate the possibility of an iliegat discharge, INilltttiuu tend erosit.m.
19. Waste handling structures, piping,. pun os, reels, etc., should hC inspected t;u .: *t k t. regular
leaks, and spills. A regular maintenance checklist should be kept r+[: site.
20. Ariz ial waste ca.n be used in a rotation that includes vegetalhies and other crops ti r direct human consumption.
However, if an: —nnal t.'YaSte is used on crops for direct human consumption it, should only hd appltad preplartt with no
farther applications oEanirn.wI waste during the crop season.
21. 1-Levisible pe maneriet t::arl._:, shall be installed to ..mark the top and button elevations cf i.e t.'...,
�. r � � �.� temporary storage
Cou_:.ping volume) of all waste eat.�.ent lc_ccCS. Pumping shall be n. d + maintain. 4L` te' P.a'.3` e' CC. t: �,:ri level ','",
markers. rn will be ; _�+ ':c lip..... e_ _. a:�vern
�=rs. A artier trto mark t:._ r u?' 'I;l storage volume for waste storage ponds.
22. Soil tests shall be rade year, and a ;lcuid was-_ ;.^._ :sett street he take:? within ri) days of :pitcation
c crsisten. with waste utilization P ur u i
,.•. p� Poultry liner .,;tC.. C�c t��t.: {�t'[s�t' :n itnhitc�h:`,,. Soil a^'dwcSiC analysis
records shall be kept for five dears.
Dead a .imats will be disposed of in a r.i:rji that incur Cc_Cllations

LAGOON MARKER
FREEBOARD + 25YR/2411IR STOF
MAXIMUM LIQUID LEVEL
6 MONTH TEMPORARY
STORAGE
MINIMUM LIQUID LEVEL
MAR 2 9 2019
ThU
,Pelopore
PERMANENT STORAGE

EMERGENCY ACTION PLAN
PHONE NUMBERS
DtvQ _'l(I 3f5 3100
\E-RCENCY MANE? fFEFi ' SYSTEM 9I I
SWCD //lc) Z9, 2(24
NRCS /to 2/z.6
.-T'ris plan u'i l be irmpie.r ented in the event that wastes from your operation are leaking,
over-fiow.nz, or running of site. You should not wait until wastes reach surface waters or lw.ve
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen_ n Tt ar t d be posted in art acre¢
��(e locati� for all emrioye=5 �T T�
Edit. 'The following are some action items you should take.
I. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to sore possible problems are listed below.
A Lagoon ovQeow—possible solutions are:
a.. Add soil to berm to increase eivration of dam.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping. contractor.
e. Ma_ke sure rio surface water is entering lagoon,.
B. Runoff torn waste application £eld-actions include:
a. Immediately stop waste. application.
b. Create atempor_ry diversion to contain waste.
c. Incorporat.e waste to reduce runof.
d. T'
Evaluate and eliminate he reascn(s) that caused the runoff
e. Evaluate the a .pl c, ion rates for :he, Eelds where runoff occurred.
C. Leakage frond the waste pipes and sprinklers -action include:
recycle
a, tag r ycle ..t.,arnp.
b. Stop irrigaEan pu c
c. Close valves to eLuri'Iate f.:. tier disc are.
d. Rep`: all leaks prior to restarting pumps.

•
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows it the house., Lush syss.,is, or solid separators.
e. Repair all leaks prior to restsg pumps.
E. Leakage from base cr sidewail of lagoon. Otter this is seepage as opposed to flowing
lean -possible action:
a. Dig a small wefl cr ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have: the potential to reach surface waters?
f Could a future rain evert cause the spill to reacts surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How rrruch reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone 9l0 395 31 v Ater hours, emergency number: 'ill 733 361tez . Your phone ca.
should include: your na..e, facility, telephone number, the details of the incident frorn item
2 above, the exact location of the facility, the location or direction of movement of the sill,
weather and wind conditions. The corrective measures that have .been urider take'=, aid the
seriousness of the situation.
b. If spill leaves property cr enters surface waters, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Depatrue it.
d. Contact CES, phone nu:..ber a%. stay ,. local SWCD oEce phone number
9ro Z41, u7 , and local MRCS oEce for advice.'technical assistance phone number
4►0 Z`Io 2/2-0
4_ If none or the above works, call 911 or the She:i s Department and explain your problem to
them and ask that person to contact the proper agencies for you.

6. Contx the contractor o:: your choice to be n repair of problem to minimize off -site damage,
a. Contractors Name:
b. Cont-actors Address:
c. Corm -actors Phone:
6. Contact the technical specialist who cerffied the lagoar, (NR.CS, Consulting En neer, etc.)
a. Nacre: N./7; 06*) 4/6-6' , c)/1./ )
b. Phone: Ary g a ,590 Z703
7. Implement procedures as advised by DWQ and technical assistance agencies to rectf. y the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.

Mortality 11•Mnagement Methods
(check which methods) arc beim! implemented)
'—I Burial three feet beneath the surface of the ground within 24 hours after
know1cd2c of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
• Renderin2 at a rcadering plant licensed under G.S. 106-163.7
O Complete incineration
O In the case of dead poultry only, placing in a disposal pit of a size and'design
approved by the Department of Agriculture
Any method which in the professional opinion of the State Veterinarian would
make possible the salvan of part of a dead animal's value without cndangerina
human or animal health. (Written approval or the State Veterinarian must be
attached)
Insect Control Checklist tor Animal Operations
Source
Flush Clutters © Flush system is designed and operated
sufficiently to remove accumulated solids front
gutters as designed.
Cl Remove bridging of accumulated solids at
discharge
Lagoons and ('its • Crusted Solids O Maaintain lagoons, settling basins and pits where
Cutts':
rc*
111191's to Control Iusecrs
llxccssive Vegetative
I it utvtlt
Accumulation of solids
• beeaying vegetation
Liquid Systems
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
1 inches over more than 30% of surfaco.
0 Maintain vegetative control along banks of
lagoons fuel other intponndntents to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Site Speeirie I'ratclices

Source
Farmstead
Swine Farm Waste Manauement Odor Control Checklist
Cause
• Swine production
Animal body surfaces • Dirty manure-covcied animals
flour surfaces
• Wet manure -covered floors
Kl anure collection pits • urine;
HMI's to 111ituntiZt: Odor Silt: Specific Practices
!cgetalivc or wooded bnficrs;
Recommended best management practices;
Good judgment and common sense
Cl 4)ry }Moors
riled floors;
Waterers located over slotted floors;
Q Fccdcrs at high end of solid floors;
CI Sera c manure buildup from floors;
CI ulcrfloor ventilation for drying
• Partial microbial decomposition
Ventilation exhaust fans
loduur surfaces
• Volatile gases;
Oust
1i Frequent manure removal by flush, pit recharge,
or scar ape;
fl lrlloor ventilation
Flush tanks
Flush alleys
Dust
• Agitation of recycled Lagoon
liquid %a dle. tanks are Tilling
yrflicient air movement
• Washdo vn between groups of
n Feed additives;
CI Feeder covers;
fa Feed delivery downspout extenders to feeder
covers
CI Flush lank covers;
O Extend fill fines to hear bottom of tanks with
anti -siphon vents
• Agitation during tvaslewater
conveyance
D derfloor flush with underfloor ventilation
Pit aecluargc points
• Agitation of recycled lagoon
liquid while pits are Tilling
Extend recharge lines to near Ibullauu of pits
with anti -siphon vents
Litt stations
• Agitation during sump tank
Filling and drmvdo%vn
Cl Sump tank covers
Outside drain collection • Agitation during wastewater
or junction boxes conveyance
AMC' 'ivcmIcr 11, 1996, Page 3
l7 Ilox covers

Source
End of drainpipes at
lagoon
Lagoon surfaces
• Agitation during; wastewater
conveyance
• _ Volatile as emissions;
• biological mixing;
• Agitation
Irrigation sprinkler
nozzles
• I ligh pressure agitation;
• Wind drill
Storage tank ur basin
surf:ice
HMI's to Minimize Odor
Silt: Specific Practices
Cl ExI nd discharge point of pipes underneath
1,0On liquid level
.n
a
'roper lagoon liquid capacity;
rCorrect lagoon slarlup procedures;
Minimum surface area -to -volume ratio;
lrtinininrn agitalion whcn.pumping;
Mcfiaaical aeration;
yen biological additives
ryi'garte on dry days wide little or no wind;
ininnun recommended operating pressure;
ifi Pump intake near lagoon liquid surface;
CI Pump from second -stage lagoon
• 1'aitial microbial decomposition;
• Mixing while fitting;
• Agitation when emptying
Settling, basin sin lace
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
Manure, slurry or sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
Uncovered manure,
• Volatile gas emissions while
slurry or sludge on field drying
sm faces
Dead animals
CI
n
n
t'!
1lnttoni or midlevel loading;
Tank covers;
Basin snrfacc mats of solids;
Proven biological additives or oxidants
CI Extend drainpipe outlets underneath liquid
level;
0 Remove seilled solids regularly
CI Soil injection of slurry/sludges;
Cl Wash -residual manure from spreader after use;
n Proven biological additives or oxklauu
[1 Soil injection of slurry/sludges
CI Soit incorporation within 48 hrs.;
n 'areal in Ihin uniform layers for rapid drying;
CI /Proven biological additives or oxidants
• Carcass decomposition
Dead animal disposal - Carcass decomposition
pits
Proper disposition of carcasses
Incincrauiirs • Incomplete combustion
AMtN' lovcmber I I, 1996, Page 4
n Complete covering; of carcasses in burial pigs;
Cl Proper location/construction of disposal pits
CI Secondary slack burners

Source
Cause BAIN In Minimize Odor
Standing wider around • Improve -I. —drainage;
facilities e Glide and landscape such Ihat water drains
away from facilities
Manure tracked onto
public: roads teem farm
access •
• Microbial decomposition of
organic natter
• Poorly maintained access roads
ei Farm access road maintenance
Site Specific Practices
Additional Information :
Swine Manure Management ; 0200 Rulc/llMP Packet
S►vine Production Farm Potential Odor Sources and Remedies ; Ii13Afi Fact Sheet
Swine Production Facility Manure Management` Pit Recharge - Lagoon Treatment ; FAME 128-88
Swine Production Facility tvfanurc Management: Underfloor Flush - Lagoon Treatment ; IU3AE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; L13AE 103-83
Calibration of Manure and Wastewater Application Equipment ; LU3AE Fact Shccl
Controlling Odors from Swine Buildings ; P111-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor ; a report from the Swine Odor Task Force
Nuisance Concerts in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings
AM(11: - November 1 I, 1996, Page 5
Available From :
NCSIJ, Comity Extension Center
NCSU - BAE.
NCSU - BA11
NCSIJ - IUAli
NCSIJ - IJAli
NCSIJ - RAIi
NCSIJ - Swine Extension
NC Park Producers Assoc
NCSIJ Agri Communications
Florida Cooperative Extension

ZONE X

Operator:Bizzell Davis II County: Duplin
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
3200 head (finishing only)
O sows (farrow to wean)
O head (wean to feeder)
Describe other
than owner):
x_ 1417 lbs.
x 522 lbs.
x 135 lbs.
X 433 lbs.
x 30 lbs.
ZA,.0.410-;
Date: 10/18/94
>1500 feet
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbd. ALW x Treatment
Treatment Volume(CF)/lb. ALW =
Volume = 432000 cubic feet
0 lbs
0 lbs
432000 lbs
0 lbs
0 lbs
0
432000 lbs
Volume(CF)/lb. ALW
1 CF/lb. ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet .41'0.` e'`
4. TOTAL DESIGNED VOLUME
Inside tom length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation: (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
204.0 441.0
AREA OF BOTTOM
LENGTH * WIDTH =
150.0 387.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
177.0 414.0
formula
LENGTH
204.0
210.0
447.0
53.0
43.0
1.0
3.0 : 1
WIDTH DEPTH
441.0 9.0
89964 (AREA OF TOP)
58050 (AREA OF BOTTOM)
293112 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP 4. (4*AREA MIDSECTION) 4 AREA BOTTOM) * DEPTH/
3
89964.0 293112.0 58050.0

Total Designed Volume Available = 661689 CU. Fr

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
210.0 447.0 93870.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 93870.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 789120 gals. or 105497.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recircula
the lagoon water are accounted for in 5A.
Volume =
0.0 gallons/day * 180 days storage/7.48 gallon
per OF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amoun
180 days excess rainfall
7.0 inches

Volume =
Volume =
7.G in * DA / 12 inches per four
54757.5 cubic feet
5D. Volume of 25 year
- 24 hour storm
Volume = 7.5
Volume = 58668.8
inches / 12 inches per foot
cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 105497 cubic feet
5B. 0 cubic feet
5C. 54758 cubic feet
5D. 58669 cubic feet
TOTAL 218924 cubic feet
6. SUMMARY
Temporary storage period >
Rainfall in excess of evaporation >
25 year - 24 hour rainfall >
Freeboard
Side slopes
Inside top length >
Inside top width >
Top of dike elevation >
Bottom of lagoon elevation
Total required volume >
Actual design volume >
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev. >
Must be > or = to the SHWT elev. >
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume >
Volume at stop pumping elevation >
* DA
180
7.0
7.5
1.0
3.0
210.0
447.0
53.0
43.0
650924
661689
48.2
49.3
48.2
49.0
432000
432656
days
inches
inches
feet
1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.

Start pumping elev. > 51.3
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 603020
Volume at start pumping elevation
Required volume to be pumped >
Actual volume planned to be pumped >
Min. thickness of soil liner when required==>
7. DESIGNED BY:
DATE: 1/,, ,_9
APPROVED BY:
> 599658
160255
167002
1.5
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
feet
�sotilieteee+tt+r
/‘.\ CAROB '4,•.
'
o,, .e.....,, �
DATE: �D�t z/04, . t
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
1�415
10 u ORV �" +,•
o/p._ v94-

Operator:Bizzell Davis II County: Duplin
Distance to nearest residence (other
1. AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
O sows (farrow to feeder)
3200 head (finishing only)
O sows (farrow to wean)
O head (wean to feeder)
Describe other
than owner)
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
x 30 lbs.
Date: 10/18/94
>1500 feet
0 lbs
0 lbs
= 432000 lbs
0 lbs
0 lbs
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 432000 lbs. ALW x Treatment
Treatment Volume(CF)•/lb. ALW =
Volume = 4320.00 cubic feet
432000 lbs
Volume(CF)/lb. ALW
1 CF/lb. ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet t-4--e-
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
Total design volume using prismoidal
SS/END1 SS/END2 SS/SIDEI SS/SIDE2
3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
329.0 277.0
AREA OF BOTTOM
LENGTH * WIDTH =
275.0 223.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
302.0 250.0
2.0 3.0
formula
LENGTH
329.0
335.0
283.0
53.0
43.0
1.0
3.0 : 1
WIDTH DEPTH
277.0 9.0
91133 (AREA OF TOP)
61325 (AREA OF BOTTOM)
302000 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
91133.0 302000.0 61325.0
Total Designed Volume Available =
681687 CU.
DEPTH/
3
F'I

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
335.0 283.0 94805.0 square feet
Buildings (roof and 'lot water)
0.0 square feet Describe this area.
TOTAL DA 94805.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 ib. ALW 1.37
Volume = 432000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 789120 gals. or 105497.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recircula
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation.
Use period of time when rainfall exceeds evaporation by largest amoun
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 55302.9 cubic feet
180 days storage/7.48 gallon
per CF

5D. Volume of 25 year - 24 hour storm
Volume = 7,5 inches / 12 inches per foot * DA
Volume = 59253.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 105497 cubic feet
5B. 0 cubic feet
5C. 55303 cubic feet
5D. 59253 cubic feet
TOTAL 220053 cubic feet
6. SUMMARY
Temporary storage period > 180 days
Rainfall in excess of evaporation > 7.0 inches
25 year - 24 hour rainfall > 7.5 inches
Freeboard > 1.0 feet
Side slopes > 3.0 : 1
Inside top length > 335.0 feet
Inside top width > 283.0 feet
Top of dike elevation > 53.0 feet
Bottom of lagoon elevation > 43.0 feet
Total required volume > 652053 cu. ft. *
Actual design volume > 681687 cu. ft. *
Seasonal high watertable elevation (SHWT)===> 48.2 feet
Stop pumping elev. > 49.4'feet *
Must be > or = to the SHWT elev. > 48.2 feet
Must be > or = to min. req. treatment el.=> 49.0 feet
Required minimum treatment volume > 432000 cu. ft.
Volume at stop pumping elevation > 456820 cu. ft.
Start pumping elev. > 51.3 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 622434 cu. ft.
Volume at start pumping elevation > 618781 cu. ft.
Required volume to be pumped > 160800 cu. ft. *
Actual volume planned to be pumped > 161961 cu. ft. *
Min. thickness of soil liner when required==> 1.5 feet

7. DESIGNED BY:
„...-11,
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
15
5415
V��a..°�oaaaoa°a��` �A^O
d/;- (79

System Calibration
Inforrnat on presented in manufacturers charts are based on average operation
condition's with relat;ve!y new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware chat operating the system differently than assumed in the
desicn will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you's,hou[d calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for al!
nonuniformity of the applicatio".. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical speciaist for ass:stance.
'ne,;rinted for Cerrifcaticr training forQperaeiors of rirna! WaSre iWanager'ent Sysrerg Manua'

OPERATION & MALE TENA.NCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such..s winterirr.e for berr:'udagrass) or when there are
extended rainy spells such as the thunderstorm, season in the surnmerd-ne. This means
that at the first signs of plan_ growth in the later winter/early spring, irrigation according to
a farm waste managerner.t plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for furure wet
periods. In the late sup: r terlee?riv fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common berrriudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment gust be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the Iagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum., the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow PipeS---look for:
E. separation of joints
cracks or breaks
accumulation: cf salts or minerals
4. overall condition of pipes

Lagoon surface ---look for:
1. undesirable vegetaive growth
2. floating or lodged debris
Embankment ---look for:
I. settlement, cracking, or "jug" holes
2. side slope stabilir ---slumps or bulges
3. we: or damp areas on the back slope
erosion due to lack of vegetation or as a result of wave action
5, rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vege4tadcn will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design 'and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging' into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment fa:iure. You should perform your pumping
system maintenance a: a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about Sw"i:c in repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is 111 also. You should consider maintaining an inventory" of spa.re
parts or pumps.
Surface water diversion features are designed to carry all surface
draina_ waters (such as rainfall runoff, roof drainase, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment cr storage s:ruc:ores. The only water that should be
co_rdrg from your lagoon is tha: which comes from your flushing
(washing) systems pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
adequate vegetation
2. diversion capacity
3. ; idge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rairt. If technical assistance is needed to
determine proper soled ons, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again= to 6 hours after the rain (assumes there is no pumping). This will
give you an Idea of how much your lagoon Ievel will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an infiow problem from a surface water diversion or there may be seepage into the
lagoon from the su_,ounding land.
Lagoon Operation
Startup:
1. Immediately after constriction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
Fling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. I is recomr vended tha: a new lagoon be seeded with sludge from a healthy
workins: swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occur at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH isbetween 7.5and 8.0.
7. A dark color, lack of bubbling. and excessive odor signals inadequate
biotoeical activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recha.:ge systems. in which one or more buildings are drained
and recharged each day, also work well.

Management:
Practice water conservation ---minimize building water usage and
spillage from leaking waterers, broker. pipes and washdown through
paper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the surnmer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon •
storage for the winter.
The lagoon liquid level wood never be closer than 1 foot to the lowest
point of the dam'or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing Sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or beFore it fits 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obta inl^ and implementing a closure plan to eliminate the possibility of a
pollutant disc"arze.
Sludge Removal:
Rate of lagoon sledge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste Solids in an appropriately designed basin, or
minimizing reed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
nave more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigator. system onto nearby cropland;
and Soil incorporate.
Dewater the upper pa- of lagoon by irrigation onto nearby cropland or
forageiand; mix 'erna?rinz. sludge; pimp into liquid sludge applicator; haul
and spread onto Cropland or fora eland; and soil incorporate.
Dewater the upper cart of lagoon by irrigation onto nearby cropland or
Lorazeiar d: dredge studze from lagoon with drazline. or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or fora'geland: and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will con�r_ in different
nutrient and meta' values from the liquid. The application of the sludge to fields will be
limited by these nutrients as weii as any previous waste applications to that field and crop
requirement. Waste application rases will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
r t' pumper or drag -line operator will ensure that the lagoon liner remains
attention byC:.., � �-�
intact. If you see soil material or the synthetic liner material being. disturbed, you shoi1d
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. I. the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lazoon has much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated b, a soil test, and incorporated to reduce the chance of
erosion. Note that if :he sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring strucrare safety. Items. which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction., (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels ---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity ---protect from inlet pipe scouring, damage during 'sludge
removal, cr rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible darn failure.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will he
fairly constant throughout the year and from year to 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 maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times, When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 51.3 as marked by permanent marker. stop pump -
out when the fluid level reaches elevation 49.4 . This temporary
storage, less 25 yr- 24 hr storm, contains 160800 cubic feet or
1202786 gallons.

SHEET 2 OF 2
4.. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization: plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
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 not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown or. the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or ether equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such'as sod, roots, frozen soil, stones over
6 inches in diameter, and'other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SC INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
240.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
32.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO DULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
160.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

U. S. Department of Agricultu
Soil Conservation Service
Landowner
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR
County bVCJ ' n
..�
Community or Group No. Canservaticn.Plan No.
Estimated Depth of Water to Top. of Dam ' Ft. Length of Flood Pool 4a Ft.
Date of Field Hazard Investigation /o - / 9
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
•
Est. -Elev. :Fst. evaER7
•
--Kind of :Improvements: of Breach
Reach: ▪ Length: Width: Slope: Land Use : Improvements : Above :Floodwater Above
•
: Flood Plain: Flood Plain
• Ft. . • Ft. . % Ft. Ft.
•
1
•
•
2
3
•
•
46
•
•
•
•
Describe potential for lass of life and damage to existing or probable future downstream
improvements from a sudden breach
Hazard Classification of Dam b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, V)
ByG-t4` i. ��c . Date `1
/ narrty / (title)
Concurred 8y A• /-
( name) /, "[title)
NOTE: I. Instructions an reverse side.
2. Attach additional sheets as needed.
Date /o/ 2--1 /¢

BA? 7C.1( Achxz
x4.00 ciao s(w11.41.
1)r, -dr" t�f7
P74 I( 71:
EXC = /5► 730 CY
FILL = PAD f 14) CY
DIKE G�`/, CY
/?- .04-
+ 10% • /o15"0
TOTAL: / 3/, 75 y CY
r:
COMPUTATIONS I3Y:
16 -..
6 Lit f /%���_
TYPICAL. X-SECTION
SEE NOTE 3
NOTES:
1) ALL WEAK MATERIAL TO BE OVERCI IT
AND IIACKFILLED AND COMPACTED.
THICKNESS OF Lft4ER DEPENDS ON OVERALL
DEPTH. LINER FOR THIS LAGOON TO BE /-_)
2) DIKE BEHIND BLOCS TO BE MIN. 0.5'
I IIGI IER Tl IAN 0TI IER PLANNED ELEV.
3) WALK AND LOADING AREA TO BE BUILT 1.5' At30VE LOW
END PADS. GUILD 6' WIDE CONTIN,, 7' FROM REAR OF f3LDG y;
TILL TO DLDGS BEFORE EQUIP MOVES OUT (WORK TO BE
TQM ELEV.50.00,'
NAIL IN: J€
G4of
CORE TRENCH
SEE SOIL SHEET
FOR DEPTH
SITE CONDITION NOTES
C F_" E c L .2.

Lay°
a/-,
EXC = /T) -71 CY
FILL = PAD KO (' CY
DIKE c? S18 CY
464
•
Ian
TOTAL. r 3,1/4 CY
e;f3
COMPUTATIONS BY: J /Yf
r �
+ 10%
TYPICAL X-SECTION
f SEE NOTE 3
-.. SEE NOTE 2 �0�
\J
TBM ELEV. 50.00'
NAIL IN:
57 3 '
Its. °'
NOTES:
1) ALL WEAK MATERIAL TO DE OVERCUT
AND I3ACKFILLED AND COMPACTED.
THICKNESS OF LINER DEPENDS ON OVERALL,
DEPTI•I. LINER FOR TNIS LAGOON TO BE /'
2) DIKE BEHIND RLDGS TO BE MIN. 0.5'
HIGHER THAN OTHER PLANNED ELEV.
3) WALK AND LOADING AREA TO DE BUILT 1.5' ABOVE LOW
END PADS. BUILD 6' WIDE CONTIN., 7' FROM REAR OF DLDGS;
FILL TO BLOCS BEFORE EOUIP MOVES OUT (WORK TO BE
CORE TRENCH
SEE SOIL SHEET
FOR DEPTH
SITE CONDITION NOTES

SC S- ENG- 535
Re.. 5-i6
a. .J .ter•-t �•«enr ur Aµ/li..ULCNKt
soft, CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND 'SITE
FARMER'S NAME )' x=e.i/ JiS
DATE g
S. C. S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA b4EASUREMEh1S
CROPLAND ACRES PASTURE h.CP..:.S
WOODLAND ACRES TOTAL ACRES SKETCH OF PROPQS
WING WHERE BORINGS WERE MADE (Approx. scale 1
,1 PO�a a reffeererrce paint ne cfruer tine al dam and fdenai/ an sketch.
DISTRICT
COUNTY (!r C:
POND CLASS
I4,
I l
SHOW
SCALE.
I q Il )1 I : fiZ it !I
I
I
WORK UNIT CONSERVATIONIST
feet.)
1
I 1
l 1 1 o r-1
.-;-� 1 1
I
1 ,1
BORENG NUMBER A`f1) PROFIT. E red lane
reeled area and barrow Doi banner • stoarate wish r,.erttea!
tHe.*e and lit( dam•siu. end toflf:ua;; aonnps let;.: •Men Da
OEM -CI! (Caertnued on Bart: ;yherx n'Kesesrw) Snout MaleF (safe elewnons an dam -nee borings.
1 II P 1 S I{ 4 II �-1 @ ! 7 1`a 2 1 g'LI 1111L2 II 13 f 14 `i 15 116 II 17 13 j 19 ;I SO I[ 21 liE23
‘..IIL-e4-4} I f
III 1I1I 1 ! I! Ili 1I
1 II :; Il # !l II '11! I,, ti. IIl
11
I : �i1 it ,-k it '1 1 I=.7: I 11 II 11 11 !I +I 11
11
1:1_11 k1 11:j r,u l! I lk.rliMI=') 11 hI , IL, i1 ki 1 1
1
II- I-4. 11 1.1 '' 11 it "`p-1i---11 II i l11 ` I 1
1 iii !i 11 11 - l!i ll I 11 ..c ll li 11 II i i II it 11
{l
1111 I10-.11 I 1� ii 1 11 14 1 11 a ,
11 11411 11I, I ; li it 1 II
11 11
11 L ,
1 I1 -r1' `e it 11
It I r•11
11- • .I1 11 11' : —11
1 is C_!i r R
11 1111
BORINGS MAU- ',IY
11 11
14
11 1 1 11
11 II
1
S C ATU FZE & TITLE .---
1
II

!- ;TN).7.4
ti
/ 2i
a S 'Gdt.xZ rtG ?4

Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000
1. If this facility can comply with its existing permit and CAWMP it must do so.
2. Temporary Addition of New Sprayfields (*) (Check appropriate boxes.)
0 A. acres of cropland. List crop types used:
0 B. acres of hardwood woodland © 100 Ibs PAN / acre added.
[] C. acres of pine woodland added `'a,. 60 tbs PAN / acre added.
3. Summer Perennial Grass (Check appropriate box.)
0 A. Application window extended for acres of perennial grass until first killing frost.
G B. An additional 50 lbs of PAN applied to acres of perennial grass prior to killing frost.
4. PAN Application Increased for Small Grains & Winter Grasses to be harvested. (Check appropriate box.)
f,]'A. PAN application increased up to 200 lbs per acre ford„ acres of small grains or winter grasses to be harvested.
/[i B. PAN application increased up to 150 lbs per acre for acres of overseeded summer perennial included in 3. B.
5. Waste Analysis (Check appropriate box.)
0 A. Prior to December 1999 the calculation of PAN will be based on a 35% reduction of the last analysis taken
prior to the fast 25 year 24 hour storm event. (Current waste analysis must be used after Dec.1 ' .)
kB. Use current waste analysis to determine PAN.
6. Required - Maximum Nitrogen Utilization Measures for Small Grains and Winter.0irasses.
A. Use of higher seeding rates,
B. Timely harvest of forage to increase yield, and
C. Irrigating during periods of warmer weather.
7. Required - Irrigation Management Techniques to Reduce Runoff and Ponding Potential.
A. Making frequent, light irrigation applications, and
B. Not irrigating. immediately before predicted rainfall.
8. The owner ( manager is required to manage the movement of animals to and from the facility to minimize environmental
impacts, ensure compliance with the facility's permit and amended CAWMP, and avoid discharge to surface waters.
9. Authorization to use the additional practices included in this amendment expires if a facility discharges to surface waters.
Any discharge is a violation and may resu►t in an enforcement action.
10. The owner / operator is required to keep records of all waste applications.
11. This revision must include a map or sketch of new land application areas.
Facility Number 3 -2_
-127e-// f4.fils
Facility Owner / Manager Name (PRINT)
Fait my er,'Manaaer Signature
Facility Name
Date / / _/ -qg Date
Name - . (PRINT)
ec, ical Specialist
peciaiist Signature
;f-q9
This document must be filed at the SWCD office and be attached to the facilities CAWMP
and be available for inspection at the facility.
(*) New temporary sprayfields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.
11/1 0/1999

P-6
2.41 Ac
P4
3.21 Ac

LAGOON MARKER
FREEBOARr)
PERMANENT
'
25YR/24HR STORM
TFJF