820580_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
e�
Division of Water Resources
APR 0, 5'1019
Animal Waste Management Systems
Request for Certification of Coverage 'O38tff (miekt`1
Facility Currently covered by an Expiring Sate Non -Discharge General Pen{0'G" secwn
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: 82-0580 Certificate Of Coverage Number:
2. Facility Name: IveF Peterson Farm
3. Landowner's Name (same as on the Waste Management Plan): Belva Peterson
4. Landowner's Mailing Address: 1705 W Mt Glead Church Rd
City: Clinton State: NC
Telephone Number: 910-592-7642 Ext. E-mail:
5. Facility's Physical Address: 1705 W Mount Gilead Church Rd
City: Clinton State: NC
6. County where Facility is located: Sampson
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"):
10. Operator Name (OIC): Ross E. Peterson
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Murphy -Brown LLC
Phone No.: 910-590-8911
Allowable Count
2,100
AWS820580
Zip: 28328
Zip: 28328
OIC #: 22407
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep - Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultr%
Non Laying Pullet
Layers

ROY COOPER
Carrernor
MICHAEL S. REGAN
Secretary
LINDA CULPEPP'ER
Aimaor
V
NORTH CAROLINA
Environmental Quality
February 27, 2019
Belva Peterson
Ivey Peterson Farm
1705 W Mt Glead Church Rd
Clinton, NC 28328
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
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 hit de .nc vov/about/divisions/water-resources/water- ality-re ional-o erations/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 vour continued coverage under the State Non -Discharge General Permits,_ you 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
ExpirinL State Non -Discharge General Permit." The application form must be completed- signed and returned_ by Anvil 3, 2019.
Please note that you must include one ill col2v of the Certified Animal Waste Management Plan ICAWMPI with the
comnl ted 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.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820580
MuMhhv-Brown LLC
North Cara na Depart r,.e at of Ersv rw rr si to ,nua t< I D vsorz of Water Res ur}s
512 N. Sa sbary St. I iSaS ida SIErKCe Ceftte€ I Ra e a, Nortk Caro ra 27SI a-ISSS
v 1B.707 a''Dw^D

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)
BACK
C! -x
C i
1 s s , Y—
2 6 Lro
20.40
FRONT
rcx C`
LO-'y-v(7
26.00
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), _limed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed 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 � '� tC S Uri Title: !'�'t
d
Signature: -vLA3 Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
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: 2019PermitRenewal@ncdeu r.gov
FORM: RENEWAL -STATE GENERAL 02/2019

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
a 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.
El
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.'
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.
a 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).
a Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS. Veterinary Division sup-
ports a variety of emergency mortality disposal options.; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
y Z�4
Signature of Technical Specialist
Date
Date

Nutrient Management Plan For Animal Waste Utilization
09-23-2003
This plan has been prepared -for:
Ivey Peterson Farm
Ivey Peterson
1705 W Mt. Gilead Church
Road
Clinton, NC 28328
[phone]
This plan has been developed by:
Greer Moore
District Soil & Water Conservation
84 County Complex Rd
Clinton, NC 28328
X
963
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
--------------------------------- ------------------------------- - -----------------
718787APP 0 E Va base Version 3.0 Date Printed: 09-23-2003 Cover Page 1
V%tw i*ew
R®giu�uE ,,,�etgti�ns Section

Nutrients applied in accordance with this plan will be supplied from the
Mowing source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 1,946,700 gals/year
by a 2,100 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
4484
Incorporated
7700
8480
Injected
Irrigated
4874
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
5,134.94
1,983,122
-36,422
Note: In source ID, S means standard source, U means user defined source.
718787 Database Version 3.0 Date Printed: 09-23-2003 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
reld estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
7043
Pull 1
3.40
3.40
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7043
Pull 2
2.43
2.43
N/A
Wagram
Small Grain Overseed
1 A Tons
Hybrid Bermudagrass Hay
5.5 Tons
7043
Pull 3
3.68
3.68
NIA
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7043
Pull 4
2.33
2.33
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7043
Pull 5
1.89
1.89
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7043
Pull 6
2.36
2.36
N/A
Wag—
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS: 16.10 16.10
LI
, pQtentiell eerclrin .
t ._ _,echn>caI utidr#nce
2
1.ow potential to contribute to soluble
None
nutrient leaching below the root zone.
>= 2 &
Ioderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the root
7o ne.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based
Rotations (328), Long -Term No -Till (778), and edge -of -field practices such as Filter
Strips (393) and Riparian Forest Buffers (391).
715787 Database Version 3.0 Date Printed 9/23/03
NOTE: Svmbol * means user entered data.
PCs Page 1 of 1

The, itilization table shown below summarizes the waste utilization j.. or this operation. This plan provides an estimate of the nurnbC cres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, coynmercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste
Utilization
Table
Year
1
tf
itrogen
Comm.
Res.
Manure
Liquid
Solid
Liquid
Solid
PA
Fert.
Obs/A)
PA
ManureA
Manure
Manure
Manure
Nutrient
Nutrient
Nutrient
pplied
Applied
Applied
Applied
Req'd
Applied
Applied
(acre)
(acre)
(Field)
(Field)
(lbs/A)
(lbs/A)
(lbs/A)
N
N
N
N
]00D
gal/A
Tons
1000 gals
tons
Tract
Field
Source
ID
I Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic.
Perim
AppHc.
Method
7043
Pull 1
S7
Wagram
3.40
3.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
j 0
0
Irrig.
50
19.97
0.00
0.00
0.00
7043
Pull 1
S7
Wagram
3.40
3.40
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
1 269
107.45
0.001
365.76
0.001
7043
Pull 2
S7
Wagram
2.431
2.43
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
48.53
0.0
7043
Pull 2
S7
Wagram
2.43
2.43
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
261.10
0.00
7043
Pull 3
S7
Wagram
3.68
3.68
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Brig.
50
19.97
0.001
73.58
0.
7043
Pull 3
S7
Vagram
3.6$
3.68
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
1 269
107.45
0.00
395.84
0.00
7043
Pull 4
S7
Wagram
2.33
2.33
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
46.48
0.00
7043
Pull 4
S7
Wagram
2.33
2.33
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
107.45
0.00
250.04
0.00
7043
Pull 5
S7 lWagram
1.89
1.89
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
37.85
0.00
7043
Pull
S7
Wagram
1.89
1.89
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
hrig.
269
107.45
0.00
203.62
0.00
7043
Pull 6
S7
Wagram
2.36
2.36
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
hrig,
50
19.97
0.00
47.07
0.00
7043 1
Pull 6
S7
Wagram
2.361
2.3 61
Hybrid Bermudagmss Hay
5.5 Tons
3/1-9/30
269
0
0
I Irrig.
2691
107.451
0.00
253.26
0.00
718787 Database Version 3.0 Date Printed: 9/23/03 WUT Page 1 of 2

Waste Uti ] Table ar 1
Notes: 1. In the tract colurrm, — symbol means leased, otherwise, owned.
Nitrogen Comm, Res, Manure Liquid Solid
PA Fert, (lbs/A) PA ManureA Manure
Nutrient Nutrient Nutrient pplied Applied.
Req'd Applied Applied (acre) (acre)
(lbs/A) (lbs/A) (lbs/A)
Applic, Applic. 1000
Manure
Applied
(Field)
Solid ,
Manure "
Applied
(Field)
RYE Period N N N Method N gaUA Tons
1000 gals
tons
Total Applied, 1000 gallons
1,983.12
Total Produced, 1000 gallons
1,946.70
_'
Balance, 1000 gallons
-36.42
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
1
0.00
2. Symbol * means user entered data.
718787 Database Version 3.0
Date Printed: 9/23/03
WUT Page 2 of 2

IV e

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
-ith soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
unoffi This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)-y
7043
Pull1
Wagram
0.60
1.0
7043
Pull2
Wagram
0.60
1.0
7043
Pull3
Wagram
0.60
1.0
7043
Pull
Wagram
0.60
1.0
7043
Pulls
Wagram
0.60
1.0
7043
Pull6
Wagram
0.60
1.0
718787 Database Version 3.0
NOTE: Symbol * means user entered data.
Date Printed 9/23/03
IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge mustbe carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PAN Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
n 120 bu
150
13.I6
2633
52.65
78.98
.:y 6 ton R.Y.E.
300
26.32
13.16
26.33
39.49
Soybean 40 bu
160
14.04
24.68
49.36
74.04
--- 718787 Database Version 3.0 Date Printed: 09-23-2003 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated_ The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste StnraPe C'anacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Da) s)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
57
1
2
39
1
3
50
1
4
52
1
5
86
1
6
121
1
7
155
1
8
156
1
9
158
1
10
137
1
11
117
1
12
91
* Available Storage Capacity is calculated as of the end of each month.
718787 Database Version 3.0 Date Printed: 09-23-2003 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
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 that 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 the waste, he/she shall provide evidence 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 waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications 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 eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
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).
---------------- —----------_-------------
718787 Database Version 3.0 Date Printed: 9/23/03 Specification Page i

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 and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
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. Nutrients from waste 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 canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
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.
--------------------------------------------
----------------
---`-- -- Specification Page 2
718787 Database version 3.0
Date Printed: 9/23 0

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields 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 causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
---------------------------------------------------------------------------------------------------------------------------------------------------------------
718787 Database Version 3.0 Date Printed: 9/23/03 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years_
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
718787 Database Version 3.0 Date Printed: 9/23/03 Specification Page 4

Crop Notes
The following crop note applies to field(s): Pull 1, Pull 2, Pull 3, Pull 4, Pull 5, Pull 6
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutnents to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): Pull 1, Pull 2, Pull 3, Pull 4, Pull 5, Pull 6
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 301bs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of FebruaryMarch.
718787 Database Version 3.0 Date Printed: 09-23-2003 Crop Note Page 1 of 1

3/19/2019 1705 W Mt Gilead Church Rd - Google Maps
MapS 1705 W Mt Gilead Church Rd
AS
Imagery 02019 Google, Nl p data @2019 Google 500 ft
1705 W Mt Gilead Church Rd
Clinton, NC 28328
+ + WP2G+V8 Delway, Taylors Bridge, NC
https://www.google.com/maps/place/1705+W+Mt+Gilead+Church+Rd,+Clinton,+NC+28328/@34.9022594, 78.2778435,1199m/data=!3ml!1e3!4m5!3.._ 1/1

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0PERAT 10N & ?'L 1NI EENAN'C'E PLAN
I f
^' �, ve ;;ic�ie~s ext nca:� ,a:nv a-d
53 .ram '�V-ou u'G r r.a
t -
At
the
i v:V ]I I J..•�+••1 :: �. aVai ita .i: ti t= IG�:7 C.i1 : ivf _w1 '`�' •�
=C?:4`i� CrvCw t� G :ri}c� :.�5 i'ii as �arinta:mime it?i :�ermuda_ L_s1 o t.:Crc _.
r.. ,;, .r. •r -E -r_ -t--^ n if iin �::r'ii'�Li:lir �. 1 hi-s r ie'�5
e �cGili.:er.: iG'r:v/ Snal'is such as the t.lu..J :._t+...l ... s+~asv
�* ... ^, '.rr:: -�; ri .l. �rV.hr+ lCi ti,e la er W:;:i?.'i=:1iY cJfli!`. iirtY :tint" cCCGiuiCig +7
:+.at G. ne ir_t sty... 4 r:Gi t � I <1 `/j
.� ; - tee; rtlacy be cc; le '1�:i•1le eve: t;e la: 1c: is Gry erica'_
iGI l `('fri5�•. •IF- GC C t r P 0r i..:.:r� 1 el
.a •! make C`n ~^' ai`a1iG.:I :1;-tt iG�rJQ �•
lagoc t liquic''�. This Witt : lak_ ora?_ space t 1
_ r r. In � I .�...^`.. tr y^e:�.. C.—wn a
r' ^ Ir :s:._ �a:e �L!^1`11-:J'ea-'i',� �- -ze i^'s�.ri S.It.i, i, . 1 to
C (see
tP '""'r t e made to
/ to a!iow fa.,='i:i t--.r o-. •a_-- EV- -41C. 5i cn.'ull.: �i
,r„C,"iC�� :SC^.a t4�„C � �^•- :r :::C 'il^cr " ^t �I � C leV=i as 'Cr.? as .=1e a `r?rn. G. m-
TZ_ a t.: VV Gt1
"�iiL t.:Vt'15.��1*Ylll : tiG'vN It.
M �
.....:1:1 st_1.:
+:-`: r. t4 r'''i is la�v.F•.i ir' i.L 1�=C'i i' :=�� -
YYC.:.. t.t: not
tG=1/e rr. s�t^ •vr G'•�;'.'1=`Cv LC?7 <i+Gtel lam•'... rt �'.{ _G �. =ii�C� �r ^-'�
i'r!cG: Goes f t t 1. t - __ _ - % e_•• r *'�r:;i is a �[^'��
a:.= Imccon t :� ?!'!V f?�•r^,: l^=.�..�Jl ... '} Jay =C1, _ :IC•� :tVr yr v•...I J
r?la; su" ect to
/ G`: Git.
,••r•• �? ' 1. 1aC:.rvl i --v olvas Lille I:l! IVWi; tt
i r2 w:.l .:e:Z :Itai.:iC ^i G. 11+.. VI G •..
j •� D' ve cover 17.r file.. ^ _i.
.G,.i=� the most co, ,mori Vn�^ Gil"?
fescue or e0r..l:1r~ r ;-� Yc_^ jj r:£ee, to
P ;Vers Tre vece =_i0% sitGtrlG C.= Fe �,� Ze..c=C ; .
•' Z VI_C1r'JtiS ��=-d. T' e a^-0Ur,t Gi tc�i.lt=cr c 'Jii' 5�tt:u'
;jai it:L:ri - ►' • aT }5 r' ... i.CGt to Hai='r, :.
base,
Cn I^ =C• v;q_,-• I{^ tii2 went t.h . Et rlv•. Cr'r. ..
r.: GSC Cori a=^r:l V83� t.l- lagoon erli"a-Krnent and j-,mounding C. C+....
StJI 2 �. 'y{yIL.-^. bv� �^.•cunds ra' a=e .�`+� 0-1 0t-1 Of Cr
Gl. iv t•1iC le:'1'li....
c—qu, va.r
t 1tIS?co,l:'ci;ec- Tr:s rota ,e
_ f::Cr t a(IG 'i ees a(' me e•'itva; tK.: ttc: t t= .. �{ mo C �..r•i. •.alrQa.7 i. OF
.- ,-one b`! ~ t?�•: it-f=Vf'`, cry ram.
rn icG-:. cr,ce _ year a. i,
'. b. tw l.�.e iri Ye-_:_ ..i3i Vvi e'=: Cr C�^c:.:or's at. ^-.'lV:G�tC 7vr
•V
^. VGA
_[^`'5;10i'ov''ed i0
T
1. c=t
t .-. i- der• i1t C ...•fir, ti:aC c.0 t
CC;
chamiC_Is r.' :Ir. ia. T1
` asie
` -.+a. rlQa S �•: .:'C..a:� + ` L;!ts he ::tGCC r.tC' tittci�^.� il;il Y •ii
r - ? =^`+,
v. r^• .!?:t ai'1 •^r• -'~_rt.-
}} ;v? ,` aj G:f.
lea] moat. i tlC. r .G; --
� l.:C r'�lifJ4V:i1K.
C
l " r1. r� .••C p' 2r'•4 Ci4 •`?rl.ri'v5i �: Jt±�r�t(iO=� tV'
1 . _epafa tiQit aI "vi: '.5 _
2. Cracks Car;
.R, i =_.• ,
3. acc�rn :ia:;c3 ••
fv,�u10��1't Ui �ii�e7

desirabie veger •'` ��:a:'�e ter;, ,�•t,l -
iiOc;ln� or Icdgedde:,ris
Embankment —look for:
• _ settlement, C _ackj 1 z "' �:1 f '•'C
?• �iC:� slope -Sta-,iy-^j `!i��;,� or �'�•jc�s
3. wet or camp area_ on ti;v b=•-k slope
.4. - er0SPl CJri due to lack or �/t;GPr, 1 -� rod-ii Ga^.�c� o--at•01, or a: a : `S :iF G1 W2Ve
' �-
..e
"per lagoons rnav be Sup"'. je to Iif IEr C,_r 1c�E ,
Yrirly=. These Wct'cc C;rf erode ^E F - C..;e LO wave G .iG, l Ca15ed 'OV S'.'On5'
�, t :c �Cn Sidew r:- -
rtr, a� % clime, i r_ . t":Eel{c;,i-.0 a lay 't �YVG S.arld Oi V._o_-a?Will re^Uc_a -he aV,.«: 7 to GG% ^G,m.
Wi:Ve action C.aur serious Cd.^: co L: rOG ' Ic; car7;age aus-4 L- W'?`;c ac*_ion.
Cc
cr' ?O redU`? Cn,Z :? r; _ 5!Gett'G- 1c1i __ ;!! t- .aQOpr T ra
Us_ Vva- ri1P2� S. t lc'.
:=,tiV Gi a e5? "'?a;ui i?S G^U'd lead `^ a!- r. -�-+ Ken' /•�
1 T eye fe L. 1 Cali
�- •_ .!• i.:._ w.,:. t'^j .
�r?;/ G :rl G:.1re5, y0i: S..1oulC Cali an e0 p.'^^r!??e a;;^
s(: ;-G^ GT Waste i a73or!=. YOU r,,ey ^car, ?C nrn ' ' c5'c . a:
, 1.+. �+t�iuC a tefnl ,Gra�v
` t� .IC ,' :, C .G. ril i.+�r �n( ]l7'UrlOr.l 5r;4!.+�4 �Y rG•Y �: G,�I,rC j FAY e�P`
!-1 •+r� e L. Any x �ICvi^� Iri l:� IG��Qr! 'aa!-n. w!f}.•.
e ^ c : heavy 2�i.i!C.ilrn? -r
vitVArla{in� �r`I.�i `a ` �r� iJ � S�.IO�IC
poi ntlaiiy ___ ioL!S consequences n I
rccorn-'lend d r� to hr. 1, v ,. �� �L� Cc,' ib� G i ti.
�..1 -+ z=" 2,+'�Ci Ovrl a: ?� 11 , �3: E:iOC^„
y^ I
C:I�I chi 1 ur�;'�T_:Ieck or 'I�`nrVper opera!:on o-'.
1. recyc;ing pumps
2. irri-?tion pumps
C"eci; rcr leaks, loose fiat r(o:., a ,d overali o!:,^�p operation. ?'i L.^,'�5�c!:Y IG d C: qr nc;r,a
1-
i'i(�iSC, Qr 2 er;? Z^;Ourtt Cr V(brntiO!i!' ^:dv I,;,^,iC?te aria; ?;a O�'T^ '_ '^ _,±� rr v' c
iV� i =: Pii:il-•iin:� :-./si mgz !ihouid be ii,Sw=rCr a ,�.' coe-a'_P_' „'�CI,��^•�� eram i.. •in
_..L. _ isCx+ .1 tC. }'':ice
c'c ^r_; comp;e;oiy ,'5u-prised71 by ecuipnent fa`iure. You si,;Y iu r''':.r-:1 va✓i:r p ir-oi
5'y'Ste. , Ma rl;`7z ice at a tir;e yvren Y c t t in, i 1y�, !=ve! '�'� a
OU: Ia�JC i_ a_ .i `Nli; alOr' :O e
CZ"E^v :i:,:te Vic :id inaior re -Pairs .7C"e^v.'!r2C_ `�aL:i1Lc c Me2r;Y i�il.' c�Crt"il: !S nCi .^e _"i^e
to slink about sY.,tc_:,ing le a;r:^� or �c:rotvi cl•r.11••� h__;, _ o ;�
L .1 5j t v 1os.-G_.G.J' �. it VOW zc ': tir,.
vour nelg^,bc, s la'-C^ is suit aF O. V�CL _ "?' r ,ain._'�; JuriG�,1i +
�inventoryGr S:.d: =
pars or Pumc . _
S,ur;avice Water diversion icatures ar u^�a �. E� - �l ��
E Si r :C Cc-r�: 2:1 ] .lace
C.r2!ne2e Wa'ers (su'c^, a5 re!n"aii runc��, roof c-a:rag`• ;::yEr t` =-
a:-.d {{ii� 10: r n , , �► IC Inn �rrt. f. riQ� (�' Qu.:G;�,
o"; ah'a r r ar ;our ,
• i Y�L�
VIC-atment Or SZo,,a3E airuC'i;res. t "e Oniv Ytia`er ` a Choi
Id be
Cv^!' _ i.'LO,i, Your 12g0Gn is tr dt V`.'"iich CGRIE; irOr �'^1 ;,• iiu5i.lr�c
'`A'r.=:tlr'.z 5V5t?I^ Pipes ana the ra r."I i l" its thiie `
You S'ould !r_oe� your clive-Sion Sv= em, for the
1. adeq-_,ate vezetation
-'• -ic J berm �_:� '

Practtice wares LGn;Cno`(�,,::(�l:�t�':i:it'iiti{lZ'� builaii;iO `:G:er usage Gild
proper {Ta. iteria tce a`.0 wa:er conserVa:ion.
+Yliit,m;G': ,c-C wa5ta:-ze ari spill ce by k-eeping "carers a-4,ust_ej. T n15
Mara_er :erl:
. IG1 ii iG 10Q:•i i:t..'{i l�'J=: a�J ✓✓: v1iC�� .;1� ��=r Ct =�:1 �.^iiZ�a eeliel a: =
race visible or stakes own 10he aag!:-o i balk ;o -"-w ti:e
,'t- vear- t:.c Ur' l^t liquid Trt
__ _ _ r _ L_
.i ..., L li{lcazzilig at the e?.:PB5� P-sc;Ci3 c -- :."•1 t.: nr: iic uGsZn. �i rl
]C7 �. saw ,..:Iw•� Y ]��. G�
s _
i• . .t
iG:_ tGl) _v �: ia'1C „�.n: Tj=Llli: iC�Cvi:
�..7 ti� t�•� cr
J �? ��_?V'Jri 1:4LiL lC•� .•Si'iQu!u reeve. be -loser _7- 1 ivQt t� ii'� l��tieStthe carn or
CZ�a y:Qt -+r.�IG.�iG.•wm�ic^ ie—iSlr:t e
level urieSS you are rc Q�rliiG ]i iC�Q-
oc-te Float rr•Yit� Jr�l.. ..JLlv�rt:=.=1r` Q irCri �'� L:liuC i:��.+1 t1 a i1yi.:l
rain - �„ �ri ��� T"Ci'::•.`1S C� _. ,�°fie ii11e..
a:..a G: iG:' �.tiar
;.. n •ivt i Ci : ec iiiC f7?i?." cl�, (Ori=- :'e,:"`�' 1Ccr= Oi pie=e`.c
i'l.vit...�� iG_dr }+�c_.ilC ] f i•ii:�GSr Cii vU ter tartly: s ii'.S II:CV Uhl._
i0± Seri, C•4e ]u:l' � !t �'1 Y. ca cm basics ar nc v, t, on..rie:'a �. �'oL'SC. yr
and VG�ia•,:Ik.
sG:i {s.Gin
• r aroma^_{,'.•".��i.
DC not G„.Iv��i
..:s ...
..• = �-2
:1 Vr -L^.';- Diio-erc=n, of the
q n V, l�, i/•�i 1i� :] r ..'? `;�1^G.C:1. the ow,.;zr .s res or
C.
.. ni:.: r.�C r.
Sht.:ege Removal:
u �.f la cOn I."f3^.�~�'::.��F r:

proper lagoon sizir'r?,
i echaCical soiids se.ia"ation of -flushed Wasie,
gravity Settling of fl-u-shed' wasta Solid: in ari ap.-WCpi ia_=_rj de-C-19r:E-^ ^?slid, Of
. - r!'.1_,IMi?ina T,G(: YrG�taje and spillace.
i-a,Jon Siudge that is r_m- oved ann:.iail4' ia'hier t 2n stored fol-8 _rm
^ i to
have more nu,rt?R`c,
have more odor, ari
r ecuire More land to prv,c=r:y use t .- r :iirterls.
i +ic w �:JS:`J�i i
r'.+. >rJdG G,.v !G�CToi• i iv wim G -: ..��r•! r 1.�..•r P..
PUMP, Lh'.-O gjr :Z� :ore ::�: ii'iCli?r ,.. _` _:v: i 3V7.e:;! Vr .O i t =Gr�4' _•'v-:c
s na 1:��'3• F?.a rr Upper !'.,ari or iagco i y :rriQG:il7l f yr C; re?. - yr�i e i'.�� -..r
iC'2en' �• r-- rer ai^:Fig? slLi�ge• pump into :.5��.:..�:
s iiG '". ''� C'iCicr G' C.' iorc plan8: 2'd soi! :ncorporace.
Ori.o r
ram! C-vri r cr
Dew :er `r' upper par C lz�aor, ZjV ir:;aatiCrt cn:C �Ea: r �,rar -
' sw,E i, �
.G i I ' e iiGrii iag&or, With draa_iine or sludge barge; C?rm
:v _ < Yp '1 siUG;".� SO i!'ta- li�:_!as Ca^ �r _ir 'back
arl area beside lagoo;i to revel the g-
• ' lkc i dsv t�'i riewa`er; halul Gr::.i S reaC v+'itr! :i,tr, �.:r`
i;,,::, i:go::,r,; 2 ,mow 5,�...�..
'- r fCFa--ela-c• 2r•,c soij ir;corporate.
No C., 'at c. a
n_r,`ieC r� the rnet^Qd. you ri U L Faye :rip Sludge r^ai_.ricl d' c;`,.^_a'�. -.Or YicS.?
V^.. %NouiC3 ve"i lcr .^„1 Wa`_er. isle s!LiG2ze W:il cor:ialr I,ia- - t
r� �`; 'gip ilri.:IC. y%p a�1L`iiCailCiri :,i t i� siUC to IiF:i.l :'p
r;le:_i Vaiues tier: - i .c=L. '` --j
-
1 ' + nutrients a: W.'I a7 ar:y preVit::L'S iiG?lc cDJ11�a:iCuts ..n. . ici Ti C.. ie vcr
}^ V PC,'�t_ t _
riP,-,e` .af'•?rli. L�fa:.c G�i�l,o�:G^ !G:e��l'f,tI :1? �:5C4S-5e:0 iri ^i`?L.:ii
A' r.•�/� _ .�! p i,^. to 0ra-iC.-1 rr'.'r"' -_. lr.-iV.0
` V�C:1 !?I,e4Yi1 r' I�U �n) yVV li U �.�.I riC� (-` en ior• 10 lr: G'i �r ' r•4�� C� -
�_I r = era_Or w`.11 -aNi at the •a,o n 1;ner re.,tal�
b`' oi:e ,r�'.JM—e 0.1 C;+2� vp _ _ 1: P, : L `.! s: y• ,G
[G�l. V See C^li G:_rl Gi Jr v _"r:.r.0 _: L. ..'cZ^ (ila_?:'; al L:CG`^ - r�it.rutJ j� F �_1.
1;' l cl� v ram+^.� • r' . n- -_-,Me ',.;^tii you are su. t:.a. ;%c ;l 'C_ � _
=nn t e ' "IVt;J lri^leC•G_..':!f an- ! .i, r:..::
CPG it r"�'_t eG' aS GG�.!rr L
remcver LY11^OuL !Me,:iir? :i,�
( C . _
r
uQS-: 1 Gam. reri i� v IG� 1„/1
Ijer i
t"COM <' i1C"�curl haz G -, 'nig :er pn C_p"OrUS ana' !-exrY r`.etai r,` ntent
r 1 /� to nn �'1 j { r:!'+ z;
'u e i t ° s. a:C nmt.o., .nr .".. Gr�f�,.:IflC to IL•... f{i. GiT i„!IQ�
:�li:^ li^uid. Because c _n:s a �c
rG. n-t it r�••••y
G= fir'; iiv.at c kv soil` __s", a.lt.. ,r Cu,,..Ci•C:G:.. ' -
a a "tSA jc ar` jiiCr :G TinlCS Wltil Ver'i hiarr rtv _5, it
tTi `t
r ;spy rr�n r r-- r-^i:^, �s. +•Jr.. i. �3 �•ti� -: r ., G-
`„ id be ap;lied only- at ra'?s ec: :7 . 2. OV'ai v, ,
?lY,c S nave y:�ur lagoon a^aiy�ec rOr i s utr iert y'a. _.
I �ry�:p t t? �":G :ra Gi Ci,.G' a`, :.':- V: a�^•'icaclor!
s.'.=.
of sludge ;�ui;i i �'
i ce. t0 o.h, ^.o �':l'lc uiCel�iIon a .vrt7:rui',iC' s
prs:r.Q'utlo, iI IV�:.0 �e �CN �C�
co'1;c increase the concern c; nelarbors.

idwAd
dnz Cr 1:"••.^';ed'ic:";=' it7�l.^.'/`-1r'` _ \
c c:V 'cl^ li `?^' ,:lC=. 's.__`_ 's try
Gee ex a t_ J
S"-:GL'EG re vry the i;`,`_` Of :lam Ea,:rw
�rlQr !V. V': 1`.,_.. r_'�e:' r�a.cCa^ •oc'-'r;G:ter [:e ran
isno'
��r.. G.i'dea r'i %^,+ ..., r .-r -1 :;lAli-�•it.� I �Yf�:
t}'�U MUSZ, 2.Sv LC -e _...r_ �.,r r^ _.t 0M.ain rain-a!e,�--�'...'':z
1 `.\7r\.:,till: Knowing
\ n ON 'h _
wdan:: ,g irija r,;j a�pl.ca.ion= crime=`.JIC_=�. i. \;n`.r IE- 0-0 n - _ I. �: ..
.Iave an II:iICrV Problem ."v:�r c ":_.'_-a`� V . �v = r•_�_ FY�___,Vp.�`r y, l.i r;.a
- .._ Y 7t ... \.iC e mC:.
Lagoon Operation,
Startup:
-•rare. .:... J .oit �.ior7. ..,,
••
'�'.... C ivC;.: r•v .,, �� _� [=.... =,r_.0 .'J_ _... G�._;�e .. .nC nr ,.,t_ _ r,.-.i; L
._h:i..:i.. have r. - ^!^ -; _ er on _
and Lt the "1.^...�pelo dischc =- newrC ^n, -vT O ` .P i:r t I^ -
or 4C means of _'v��'i:. _ the
I. i-.^...n..in� �f4'c.er C\l• �.. �O!:JS�:
-e lining -
When
pcsible IC'aCi:7 nMeY CI~-qGr.G�•.=,y.i!t:Cthe - !0 maximize
hawria; M".Shmen,due .J
recommenr ' d .^C_ 3 MY' QSOC-.i -C _EeICY `iri. :.....
K.
11,, "' ! .�.5 fl �I r...- .\
c
nC ..' r l.:)u c_ �. .. ..C\_add.:-ion or
! .:J. C... ... G�� evil [... .... il�-. G± L�._ I__.. V• I I.iv vrliJ r!Gr r'J �.J L.v J'C V� '•
is beii;;^. r L. GEC :^ tas:Cn
is
l� ..iC-.:.^.vr1c -L:c^_ ......_.. .... .....: r:___ ..j"-Z ESPC_
SWOr.
Load,
'I h V r^='_ 'reC::Wy am,ram;_".. :nc. ;�.�..•_-c- c c �= -
NO Se WwAsewey! V
cowrn. for i"ea:-mE';.. Pi: M -'.__e Kann K. :C' f."4? or - __ `.:V c. _
and G _=l'. Cam.. -G�J; also

in me unp.
`Jr !Cs ..•a �� .:..._-..�� 1�GYC .. .. •G^ �. ti� ", _. .a ..a {
1 •� NrVL . C+—Z _ ay
l^.. �• �e_y.....n�• arm _ ^�- . ,i. `"=
♦.. ^..... t'. .. ._�... � �C: �'T•_ ICBM T•�1..��w .. �r��,.l. i v-._ 3_ �_ .-2 !�`�� 1. _.�.5= . 'ter
' X. iv 'J. :.�:. e y, `�� :�3`�n •err ._ '- _ _ _
... CE'..'1 Win`,ho;.. Jib t11t —...- - ^^ C.� � __ r• - -�=t:. ^; _ _il'+�
_ .v.e� r''�� �n � !� _►�.. -
. �`% !••r v` �_ ���.�ri a_: [.t 4\iw �C. {r ��1t��- `� 1. -t
�..�.._ �_: ��• n r-�..: _ -•ter- -.
... -�'-;.-tom -• .. G�:' �,�c_ l., �� _.
' _-n�.__� 1-fit:=�= :�"_. _. ii �•V-"i'` .._._ .� r�� ;_,�,
r � Fv`i ��t [ tLr•.. C ..v-M :'j Yr��r�..� _ �t�... �'t+. � v..
'�•���. 1� ICQ�4i.� i�': G��r :7 G:Fr�,-Y1c �.nr _`[ 4v �r'�r. tin •�� q •r+-
gyp.^r..r... r- a ���� •:.. _ _ �..C.. tt L:� -�. :':'v L: GL^� �.Y't: \i�r: ��..� _ t,..: FV: s. [ a .I1C l.. C.�F I. �.f: '\.�. � '.�.s �•=..C� �,. .-•_ � _
�� `tZr��_.3L i�=car GiiC� ✓�«�i.` %d m ��C G SG: 4-•:��-eG:

EMERGENCY ACTION PLAN
P::ONE _NU. tL3ERS
DV Q (919) 713-50Rl
Et�'RG7- CY.iA-NAGENE-Ni SYSTEM 910 592-8996
S WCD 910 592-7963
N.,-RCS (9i 0} 592-7963
Trus clan will be i='Iernented in the event that wStes from you., ne -cion are lea. inq
overflowinz, or riurming off site. You should not wait until wastes reach surface ware -z or
leave vour property to consider that you have a problem. You should mna-ke _-very' efcn. io
ensure that ibis does not happen. This plan should be posted in an accessible location for
ail emplovets at the facility. ! rye following ar- some action items you should t�k�-,.
Stop the release of wastes. Depending on the situation, this m:v or may not be
possible. Suggested responses to some Possible problems are listed be'.ow.
A. Lagoon overflow -possible solutions are:
a Add soil to be.^n to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
e. Stopall flows to the lagoon immediately.
d. Cali a pumping contractor.
e. Make sure no surface w titer is entering laQcon.
B : Runoff from waste application field -actions include:
a. Iramediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. EvaIuate and eliminate the reason(s) that. caused the ; inch.
e. Evaluate the application rates for the `ells where ; snuff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a- Stop recycle pump.
b. Siop irrigation pump.
C. Close �'ait'e5 i.0 zllrunaCe furtfle: dtSC;l.ir??.
d. Repair ail leaks F:ior ro rest_zlin- pu.rI
D: L; at -age from fiL':`t S si_,ms. ilousl-S, solid
a. Scop r-,c cie purnp.
b. JtOn irr'_aticr purnp.
c. sure nQ ,IChi?n Oc::U!';
I Stoc _ii :jo��.. ire t't�e !souse. ,-u- __ -.e - 0 _ciid _d:-:! orS.

6: Contact the technical sLecialist who ee:Iitle:l the lagoon (NRCS, Consulting
Engineer. etc.j
a. Name: IN--
b. Phone:_ 592-
1: Implement as ad i-sdd by D«Q ZZG technical cSSiSi?rC-- a2enC1es t0
i�i:Tz the da�:w__. -'_P^31r the S:'S:z:n, and ,eaS�-ss the vv`i?2Tf . man eena Flan to
v'
kelp problems wi-m ieiease of wa_-,ie$ from h--rDe::ing again.

INSECT CONTROL CHECKLIST -FOR ANIMAL OPERATION'S
uG8 Cause BMP's to Minimize Odor Site specific Practices
(Liquid Systems)
Rush Gutters Accumulation of solids () Flush system is designed and operated
sufficiently to remove accumulated
sands from gutters as designed.
[) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (,:eQaintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6.8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation ( 4, intain vegetative contW along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage (:Kresign, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
( lean up spillage on a routine basis (e.g. 7-10 day
interval during summer, 155-30 day interval during winter)_
ad Storage Accumulations of feed residues (44(aduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or proVeing
adequate containment (e.g- covered bin for
brewers grain and simlar high moisture grain
products).
(�speet for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
t) Maintain fence rows -and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed)_
AM1C—November 11, 1995

Vlanure Handling Accusnuladcn of animal wastes l I Remove spillage an s routine'basis (e.g. 7-10 day
S interval during summer. i5-3p days interval dating
winter) where manure is loaded tar land application
ar disposal.
t I Provide for adequate drainage around nuawre stockpiles.
{) Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
• srmm as nsedad.
The issues eheckeca { # pertain to this gperadon. The landownerflntegratar agrees to use sound judgment in aiipyg
insect control measurgS IIS pfadC81.
l certify the aforementioned insect control Best Management Piractices have been reviewed with me.
ndowner Sion O -
For more information contact the Cooperative Extension Service, oepertment of Entomology. Box 7613, North Carolina State University. Raleigh, NC
AMIC—Novernber 11, 1996

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead
Animal body
Floor surface!
• Swine Production 01"Vegetative or wooded buffers;
Recommended best management practices;
2""Good judgement and common sense
surfaces 4 Dirty manure -covered animals O Dry floors
• Wet manure -covered floors
�SSll tted floors;
— W/aterers located over slotted floors;
�-�F eders at high end of solid floors;
Scrape manure buildup from floors;
O Underfloor ventilation for dry ins
Manure collection pits • Urine; M-' hrequent manure removal by flush, pit recharge, or
0 Partial microbial decomposition ,acrape;
Cam" Underfloor ventilation
Ventilation exhaust fans • Volatile gases; t maintenance;
• Dust E Efficient air movement
Indoor surfaces • Dust Cti' Washdown between groups of animals;
l,,YFeed additives;
2" Feed covers;
Er Feed delivery downspout extenders to feeder
covers
Flush tanks a Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling O Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys 0 Agitation during wastewater 0 Underfloor Bush with underfloor ventilation
co nvevance
Pit recharge points i Agitation of recycled lagoon liquid
while pits are filling
Lift stations 0 Agitation during sump tank filling
and drawdown
AMOC - November 11, 1996, Page 3
O Extend recharge lines to near bottom of pits with
anti -siphon vents
O Sump tank covers

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or a Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon i Agitation during wastewater g-"—Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces
• Volatile gas emission;
er lagoon liquid capacity;
;VZoffect
0 Biological mixing;
lagoon startup procedures;
i Agitation
7 Minimum surface area -to -volume ratio;
❑ Minimum agitation when pumping,
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler nozzles
• High pressure agitation;
12""'Irrivate on dry days with little or no wind:
i Wind drift
Cl--, Minimum recommended oneratine pressure:
9;,**' Pump intake near lagoon liouid surface:
O Pumn from second stage lagoon
Storage tank or basin
0 Partial microbial decomposition;
Cl Bottom or midlevel loadina:
surface
0 Mixing while filling;
O Tank covers:
O Agitation when. emptying
O Basin surface mats of solids:
I Proven biological additiveS or oxidants
Settling basin surface
0 Partial microbial decomposition;
O Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
• AI;itation when emI�:yi1w
n Remove settled solids regularly
Manure, slurry or sludge
0 Agitation when spreading;
n Soil injection of slurry/sludges;
spreader outlets
Volatile gas emissions
rl Wash residual manure from spreader after use;
P7 Proven biological additives or oxidants
Uncovered manure, slurry
$ Volatile gas emissions while
f1 Soil injection of slurry/sludges;
or sludge on field surfaces
drying
r I Soil incorporation within 48 hrs.;
f1 Snread in thin uniform lavers for rapid drving:
rI Proven hl0]Docal additives nr oxidants
Dead animals Carcass decomposition 'roper disposition of carcasses
AMOC -November 11, 1996, Page 4

Source
Cause
BMPs to Minimize Odor
Dead animal disposal pits ■ Carcass decomposition n Complete covering of carcasses in burial pits;
71 Proper location/construction of disposal nits
Incinerators ■ Incomplete combustion . _ rl Secondary stack burners
Standing water around • Improper drainage; E--drade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public ! Poorly maintained access roads arm access road maintenance
roads from farm access
Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
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; PRO 107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
Site Specific Practices
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

LAGOON DESIGY CHECK LIST
?. Co" OF GfS .U( io,U' 1_4--rr,54,
,e/At I._ Copy of 1026 and supporting maps included if clearing
(including access roads and waste application system Involved.
WX 2. Dam Safety Exclusion )
a. Dike not over 15 feet high to down stream slope and not over
10 acre feet storage to top of dike.
Storage volumes
a. designed volume exceeds needs
b. all tamporary storage is designed above
water table. the seasonable high
c. minimum of 6 feet treatment volume depth available
d. no sludge storage statement included if landowner so requests
Operation & Maintenance Plan (sheet included)
a. begin and end pump -out elevations shown
G 5. Location Sketch (included)
a. distance and direction to nearest residence shown
b- road numbers shown
C. north arrow shown
6. Haza--d Classification Sheet (NC-ENG-34 :included)
a -
b-
distance to nearest stream in event of dike failure shown
distance to nearest public road in
C.
event of failure shown
topo map of area to support a & b above included
7. Waste Utilizaticn Plan (included)
a.
all excluding 5buffers field numbers, field acreage, (available aces
g s for ditches,
b.
roads, homes, property line,
etc.) crops shown
c .
signatures of producer & person preparing plan
pumping agreement signed by adj aining
d.
landownne_ showing
numbers, field numbers, acres etc. ,- g tract
legible ASCs
e.
maps of effluent disposal fields included
legible soil survey sheets showing all
fields included effluent disposal
f-
g-
suitability of sails for crops planned assured
attachment "B11 on sampling
�$-
procedure included
Soil
Investigation Sheet (SCS-ENG-538 included
a-
b.
minimum of three borings on Class Iv & V lagoons
borings 2.0' below designed bottom
_ c.
d.
of,laoon
location & elevation of borings in relation to grid survey
seasonal high water table
e.
at highest elevation
borrow. area �location shown

Seeding specifications included la oon dike and other e
areas around buildings) ( g xposed
Const_uction Specifications (sheet included)
a. need for cut-off trench addressed
b. need for sealing or lip g with impervious material addressed
and anticipated locations of such areas identified
c. protection of liner during initial filling and near flush
Pipes addressed
11. Grid Sheet (original or ledgable copy)
a- S'-'idded area large enoug$ to include emban�=ent slopes and
surface water diversions
b. location & dimensions , of Lagoon & buildings shown ( lagoon
inside top measurements shown and lagoon corners identified
by grid stations)
C. surface water removal (pipes, outlets, etc) shown d. sail borings location shown
e. TBM location & elevation shown
f . existing utilities located (if applicable)
12. Typical cross-section included -
a. dike elevation & top width shown
b- lagoon bottom elevation shown
C. side slopes shown
d - of ' luent cutlet pipe invert elevration shown
e. building pads - elevation & grade shown
f . cut-off trench. shown - if required
g- liner shown - if required
13- Volume Computations
a. e_ccavatian
b. dike fill
c- pad fill
14. Summery Sheet
'-a. design requirements
mob. excavation volume
C. fill volumes .
•-d- cut -fill ratio
e. job class
Location of subsurface drainage (if present)
I6_ Presence of utilities addressed
i
N% 17. Observation of cultural resources statement included
V18. Operation is outside of jurisdictional limits of municipalities

c�
.-4 A# ,
MN
at
> Y.
-
`3' }s "�z'^��-. t'i..�i.,.. "��._.�, � .� +� � �. � 'kti �• .Z+ar �s a.. A !i��i ,s T 4�`� - C
� �.. '�. _ - r � t �s�--�- --fir- � r$ `•!.'' : x s�' f ; - �" [ � 'w � -43A tx�3
` �, �. ¢�" -a } � x. '„ } S a � a. � a � � of > • sdc.� . � a..:
{'_• i i €� cam. '� w-'X - *1" ".,•,'-� � "1.. ; f.. � ,�, .�

R GIS'_'IU1`_ON TORM FOR AN-LMA1. CFE3
Department of Environment, Health and Na_uyal-
T.?lvl.7�;iZT of Environmantal Ma_2agempnr
water Qua_ity Seceion
Zte animal waste ma11Fya:LLe41t sya- tacn for yo--I feedlot aperip-if"
des_cnerd t ; serve more than or equal to 100 head cf cat z j a, .7=
^orses, Z,�Q swine, I, 000 sheep, or 3C, coo b_rci6 t�-ac d=e served by
_1;ld was te sysmem, then t his f�r� must be f-., red o::L and ^t�3_ed
--_v Decernber 31, , �43 PUZSUar1C _0 NCAC 2H. C217 ((.:) _ai QLdes tY be
=4ee::'ed permittaA- by DENT. ?lease print clearIV
'arm Name: u-C}, r � 46 0-
a4__ g Address:
•-t r- 2-
C-ou=z: t_r.., Lr_ore Na. ZI2
Ywner (5) Name; ie a /LO&-.r
XanEger (s) Nams : _
-essae Name:
.-.r..il �QCBL+.Oi1 (Be d5 S_C1eCif;... d5
oss "le • ra is awes, directicn,
G"
rI r.T
V
capa_i_v of animal waste management system (Number a :d tvpe
� con_ned :.n_ma� is)) '
Average anixsa:, pop ul lion on the parrs (Nunice_"ar�d type of animal (s)
aisec) 2. a 0 �. .r
'fear prcduct on Began: A- CS Tract No.;
:'vge of Waste Management system Vsect: /r±
c_es :,iai able far .and Ap licaticn t waste:
."+flner (s) S_griat'1�G(S) DATE: f f-T
a- E T

N- 0 6 ot oz. �
SIMS OOZ tptpl-ZZ
S133HS 001 ztpt-zr, nwrwav
9133HS 09 M-9c ko
5a4-,�'
lee, a 0 6".
A r rj-, jq,?..,4
fur,(
�Ilt k

ELEVATION CONTROL AND ORIGINAL DATA
TBM LOCATION
Elevation 100.00 at nail in phone pole by (currently under reconstruction) grower house_
Nail faces East side. This elevation is a temporary control for a traverse which encompasses the
majority of the buildings on the farm. See book "Peterson 96" in Sampson SWCD office.
ARR 0 5 niq
�,VsW

LAGOON DESIGN DOCUMENTS
Final view - drawing 1
New lagoon on existing contours - drawing 2
Details - drawing 4
Soil boring Sheet
Soil boring findings
Steady state live weight calculations
Lagoon design spreadsheet
The swine population entered is that which was found to give an equivalent SSLW to 200
sow farrow=to-finish minus 620 feeder pigs.
Liner dimensions calculations
This is the geometry used to determine the offsets with respect to the inside of finished
lagoon to place the liner in the CAD drawing
Construction specifications
Operation and Maintenance Plan

SCS-ENG-538
�� t.:.. .U..S- DEPARTMIENT-OF AGRICULTURERw.' R .
SOIL CONSERVATION SERVICE
SOIL .INVESTIGATION TO-'DETERMINt,SUITAiBiUTY OftPRflPOSED- POND -SITE,
FARMER'S Y :'pu'a�' 'DISTRICT"
DATE !9 b COUNTY_;S.( tS
S. C. S. PHOTO SHEET NO.. WORK UNIT"
WATERSHED AREA NEASURENUM, • � s n
r i
CROPLAND ' ACRES PASTURE. ACC d •r . - g,
AC?POND_.CI:AS.S , ,
WORK -UNIT :(:(3NSEKVAT!O; IS�i', i.
WOODLAND ACRES , TOTAL' g. 's
SKEXH.-W PROPOSED MRSAi� IG�wFIERE BORINGS WER
Locare reiere,oae _ . oe.ra sae al dmr+ and, tdmuy'ois slam
r
F-14- i I I
—ttt ,R S
t I
f
SHOW
BORING
NUMBER AND PROFIU"
DEPTH
]Nair and Gst �-si(e and sas portQtd'arez and
�atr 6ortnps /first • the,r pit borings:-aeaarate toidl.
-
l red m r-_
SCALE
(Continued an back mhem ry)'--
Show -twatertablat..e(euerlom or. das yarfnp
, ..
'
Sf
7"
8
8
10:
11
It
13:
-A
-15
It
AT
log:'L4
21
M,
0-1
,a
SA
S
<G
".
L
5(
S 4
sc
',tt
I
—
-fc
4r
��<Ci
4
fir
`r
.
S,t
BORINGS
t, 6E
' t '� ,`
SIGNATURE & Tr S
02i r

TYPES -OF .MATERIAL. ENCOUNTERED IN ORiNGS
`:(Use: one of systems below):-,
" s s UNIFIED CLASSIFICATION USDA C1;ASSIFI+CATiUN
GW WeII graded�yeis; gravel,�,san� aux - g gravel
r
GP p'oozeels
Y '" ` ,_ ..•
"CM 5�I �' f� ..�.. _ =s sandy.. • ! _ .��..
- tgravels, gravel -sand -silt mix vfs - ve fine
GC "playvets _ I-sand-cla m�e -,
► B_ ,grave Yt,.sl-sandy loam--
7.
;We :gamT.ed sands, sand-gtnvel .miz fsl -fine„sandy f
.AvSP` Pa�orly graded sands r
• ,�'� . �•5M' Silty�saad _
loam w'_
'b� grSVlllyt
f 3! sands sand -cis
`t im?ues- = �81 stile r
All
it:' Zcla
orclayeysil ssL srltloam a p x
$s ^'vasx ,+ a 3^ fir.« .g., w -
S Iaeu$enzC C1ajIS Qf lllgl�plAstICltp �' slcl.�°gglt�clsy 1 �"-vo -� . r ,. •- _ _
. II1fI ,E193ti� Silts
siltslow._ - rgasi and si1tY't1aYy splasiu;ity� _sic 'silty c
1 QH' Organi clays; ;medium to -
Plashf ciay.
. �` '1:"= 3nitable nsateriai for°�an�ent is. available• --`�,r .
au s1esjtk on,
e;
_00,
?'� �,�9.✓i : 5��.�G�,�: ter= ,� .' � :•l�1. �•� �' � -.
rf -r `r¢c.- Via,; _4 _
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Operator: IVEY PETERSON County: SAMPSON
Date: 01/13/97
Has the site evaluation been completed & approved:
1. AVERAGE LIVE WEIGHT (ALW)
141 sows (farrow to finish)
0 sows (farrow to feeder)
0 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
YES
x 1417 lbs. _
X 522lbs. _
X 135lbs. _
X 433lbs. _
X 30lbs. _
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 199797 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
volume = 49914.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet --
Inside top width (feet) ^--
Top of dike elevation (feet)--- --
Bottom of lagoon elevation (feet) ---------
Freeboard (feet) - ---_-_---
Emergency spillway depth of flow(feet)----- -
Side slopes (inside lagoon) —
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
244.0 244.0
AREA OF BOTTOM
LENGTH * WIDTH =
178.0 178.0
199797
0
0
0
0
199797
0 cu. ft. add. treat. vol.)
250.0
250.0
106.50
94.50
1.00
0.00
3.0 : 1
LENGTH WIDTH DEPTH
244.0 244.0 11.00
59536 (AREA OF TOP)
31684 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
211.0 211.0 178084 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
59536 178084 31684
Total Designed Volume Available = 493724

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
250.0 250.0 0.0
62500.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet
TOTAL DA 62500.0 square feet
Design temporary storage period to be riod to b e
5A_ Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume = 199797 lbs. ALW/135 lbs. ALW * 1.37 gal/day
Volume = 364963 gals. or 48791.8 cubic feet
58. Volume of excess water
Volume = 1339.5 gallons/day
Volume = 32233.9 cubic feet
5C. Volume of rainfall in excess of evaporation
Describe this area.
180 days.
1.37
180
180 days storage/7.48 gallons
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 13.3 inches
180 days rainfall =
21.7 inches
Volume = 21.7 in * DA 112 in. per ft. = 113021 cubic feet runt
Volume = 13.3 in* lagoon DAM in./ft = 69271 cubic feet eval
Volume = 43750 cubic feet

5D. Volume of 25 year 24 hour storm
V Il
7.0 in.
olut1 a of Heavy Rain 7.0 in.
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 72917 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
48792 cubic feet
5B.
32234 cubic feet
5C.
43750 cubic feet
5D.
72917 cubic feet
5E•
0 cubic feet
TOTAL
197692 cubic feet
6. SUMMARY
Temporary storage period===============---==>
180 days
Rainfall during wettest period of storage===>
21.7 inches
Evaporation during storage period===========>
13.3 inches
25 year - 24 hour rainfall==================>
7.0 inches
Heavy
7.0 inches
1.00 feet
Side slopes=============================---->
3.0 : 1
Inside top length= --==--===================>
250.0 feet
Inside top
250.0 feet
Emergency spillway elevation(if planned)===>
105.50 feet
Top of dike elevation== --================—=>
106.50 feet
Bottom of lagoon elevation====—__ ===_ --===>
94.50 feet
Top of sludge elevation=====================>
96.00 feet
Total required volume=======================>
447403 cu. ft.
Actual design volume=================-======>
493724 cu. ft.
Seasonal high watertable elevation (SHWT)===>
95.40 feet
Stop pumping elev.__________________________>
101.00 feet
Must be > or = to the SHWT elev.==========>
95.40 feet
Must be > or = to min. req. treatment el.=>
100.50 feet
Min. Required treatment volume==============>
199797 cu. ft.
Volume at stop pumping elevation=======—__=>
204395 cu. ft.
Start pumping etev.=_______________________
104.10 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====>
420807 cu. ft.
Volume at start pumping elevation======__===>
413210 cu. ft.
Required volume to be pumped================>
124776 cu. ft.
Actual volume planned to be pumped=== ======>
158846 cu. ft.
Min. thickness of soil liner when required==>
1.6 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:

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SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 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 NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM DG98 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

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

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
Pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
I. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration.of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 104.10 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 101.00 . This temporary
storage less 25 yr and heavy rain contains 158846 cubic feet or
1188165 gallons.

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

LIFT STATION, PUMP, AND PIPES
Lift station drawings, parts specs - drawing 3
Force main installation - drawing 4
Collection system comments and specs - drawing 5
Pipe lengths - drawing 6
Pipe fitting schematic - drawing 7
Pump sizing calculations
Force main sizing calculations
Thrust block sizing calculations

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DRY LOTS
Old and new dry lots, spreader diversion (filter strip), location of protective burm - drawing 8
Protective burm
See attached cross-section of protective burm
The dry lots and filter strip will be seperated from surface runoff by a continuous burin
everywhere except the outlet of the filter strip.The existing lots will be graded smooth before
burro COnStruCtlon. The outside will be graded to drain afterwards.
General guidelines
Attached is a copy of "General Guidelines for Swine on Dry Lots," from the NC .0200
Guidance Committee. The example listed is for a Norfolk soil, h-Wthis
AR43t-on. This example lists a stocking rate of 65 sows per acre. This design has 80 sows on 10
pens of 40 ft x 160 ft each, or 1.47 acre, equal to 55 sows per acre. Under "Rotation," the general
guidelines state that a minimum of two lots will be used, and rotated twice a year. There are 20
lots, 40 ft x 160 ft each. AT NO TIME SHOULD MORE THAN TEN OF THEM BE
OCCUPIED. The other ten should be planted in a cover crop. It states the maximum amount of
time for hogs to be on a single lot is one year; any rotation schedule will be legal, as long as it
logically fits crop growing seasons. I would suggest keeping two constant sets of ten, and
utilizing the full year allowed to establish as vigorous a sod as possible, both of cool and warm
season grasses, between rotations. Outer fences and fences against the inside path may be
permanent, but inner fences should be removable to allow for seeding. Upon reseeding, as large
an area as possible should be regraded, with wallow holes being backfilled, and high areas under
the fences leveled out. Upon periodic operation reviews, inspecting officials should allow for the
time necessary for a recently planted crop to show
Filter strip
,Attached - copy of NRCS Tech Guide on filter strips.
This level spreader diversion filter strip is a flat area at constant elevation the width of the
dry lots and 100 ft wide. The dry lots should be graded to drain to it, and maintained in that
condition. It should be covered in a permanent vigorous sod of cool and warm season grasses,
and fenced permanently. Fencing should include the cut and fill slopes. Controlled grazing may
be allowed, but should be of a very short, intense duration such that trails do not begin to
develop. When channels start to develop, the filter strip should be graded and vigorously
reseeded to prevent that.

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General Guidelines for Swine on Dry Lots
1. FILTER STRIPS: Hogs will be located as far as practical from swamps and streams.
A minimum of a 100 feet filter strip will be maintained between the dry lots and
perennial streams., ponds, swamps and draivageways. The -filter strip will be
protected by a fence. Spreader diversions will be used as needed to insure sheet flow.
I SoILs: Efforts will be made to avoid soils that have a high leaching potential and
those that are highly erodible.
J. ROTATION: Hogs will be rotated using a minimum of two lots_ The maximum
amount of time for hogs to be on a single lot is one year. The amount of time off the
lot must be sufficient for vegetation to remove the nitrogen from the animal waste
applied to the site (Le., from those animals on the dry lot).
4. STOCKING RATE: The stocking rate will be based on the amount of nitrogen that can
be utilized by the crop established during the first year after hogs are removed. Grass
or other crops will be reestablished within 30 days from the time that animals are
removed. Land smoothing may be required prior to seedbed preparation.
5. Example: On a Norfolk fine sandy loam soil, assuming that a combination of a small
grain and grass will utilize 300 pounds of nitrogen per acre the first year. The
maximum stocking rate for the dry_lot would be 143 feede- to finish hogs or 65 sows
per acre based on the manure nitrogen deposited on the so,l during the period when
animals are on the dry lot.

393-1
�—� NATURAL RESOURCES CONSERVATION SERVICE
f Conservation Practice Standard
Filter Strip (acre)
Code 393
DEFINITION system is in place_ This criteria also applies
above conservation practices such as terraces
A strip or area of vegetation for removing or diversions.
sediment, organic matter, and other pollutants
from runoff and waste water.
PURPOSE
To remove sediment, organic matter and other
pollutants from runoff or waste water by
filtration, deposition, infiltration, absorption,
decomposition, and volatilization, thereby
reducing pollution and protecting the
environment.
CONDITIONS WHERE PRACTICE
APPLIES
This practice applies: (1) on cropland at the
lower edge of field or above conservation
practices such as terraces or diversions, or on
fields adjacent to streams, ponds, and lakes,
(2) in areas requiring filter strips as part of a
waste management system to treat polluted
runoff:, and (3) on forest land where filter
strips are needed as part of a forestry operation
to reduce delivery of sediment into waterways.
CRITERIA
Filter Strips for Sediment and Related
Pollutants
These criteria apply to filter strips on cropland
adjacent to water courses and at the lower
edge of fields, on pastures, or in manure
spreading areas adjacent to streams, ponds,
and lakes where a resource management
In fields with slopes of less than 5 percent, the
minimum: filter strip width shall be 15 feet
when farming operations adjacent to the strip
are parallel to the length of the strip or ?5 feet
when farming operations adjacent to the strip
are perpendicular to the length of the strip.
The width of the filter strip shall be measured
from the top edge of the ditch, stream, or lake.
In fields with 5 percent or greater slopes, the
minimum strip width will be increased 3 feet
for each one (1) percent increase in slope
perpendicular to the strip.
Filter Strips for Runoff from Concentrated
Livestock Areas
For lounging areas that are normally void of
vegetation during the winter months, establish
a filter strip a minimum of 100 feet wide
between the lounging area and water courses.
A forest component will be permitted. Level
spreaders or other devices will be installed to
ensure uniform flow across the filter strip.
Filter strips will be protected by fencing.
Short duration glazing may be permitted_
where a 100 feet -filter strip cannot be
installed, diversions or settling basins or other
conservation practices will be considered.
A constructed settling basin, if needed, shall
have sufficient capacity, as a minimum, to
store the runoff computed for 15 minutes
Conservation practice standards are reviewed periodically and updated if needed.
To obtain the current version of this standard, contact the Natural Resources Conservation
Service.
MRCS, NC
JUNE, 1996

393-4
5. Record, sign, and date statement
specifications
certifying that practice meets plans and
TABLE 1
The following table provides a guide for minimum filter strip widths for forest land:
Slope of Land Between Road Width of Filter Strip for m
and Stream Common LoaWidth of Filter Strip in Municipal
Logging Watersheds and
��� Areas
% Critical Areas
Feet
Feet
0-g
10-19
35
70
20-29
45
65
90
30-39
85
130
40-49
105
170210
50-59
125
60 and greater
Iso
250
300
TABLE 2
Vegetative Scecifications
Methods of seedbed preparation, adapted plants, planting dates, fertilization rates, and rates of
seeding or sprigging should be specified as well as need for mulching, use of a stabilizing crop, or
mechanical stabilization. The following is recommended for North Carolina:
PLANTS
RATES
PER ACRE'
DATES OF PLANTING
STATE RANGE THIS F.O-z
Pensacola
25-30 lbs.
March 15 - June
bahia3
1
Tall Fescue
30-45 lbs.
Aug. 1 - Oct. 15
Common
Bermuda
Hulled 8-10 lbs.
April -June 30 j
Hybrid Bermuda 15-18 bu. in
rows: 50-70 bu.
broadcast.
Ladino Clover 4-6 lbs_
Shrub Seed ZO-25 lbs.
Lesoedeza
Plants
Lovegrass F 5lbsJac.
March - April
FERTILIZER
PER ACRE
j REMARKS
2 T. Lime; 600
+Cover seed 1/2"
lbs. 10-10-10
{ to 3/4" deep.
f Firm soiL
2 T, Lime; 800
lbs. 10-10-10
1 to 1-1/2 T.
Total N should
Lime; 800 lbs.
be a minimum
0-10-10, plus 75
of 200 lbs. per
lbs. of N
ac. in at least
Aug. 1 - Oct. 15
Use in mixture
Mar. 1 - June 1
1 T. Lime; 800
lbs.
with tall fescue.
Plant 1/2" deep.
Dormant
0-10-10
18-24" apart in
36-42' rows.
Minimum of 2
rows. Do not
plant on wet
April and May
sites.
2 T. Lime; 600
Becomes
lbs. 10-10_i0
clumov with
MRCS. NC
ILNE. 1996

393-3
ff
age_ may need
to introduce
companion
plant.
Reed's Canary 15-20 Feb. 15 - Mar. 1 2 T. lame; 800
Grass lbs. 10-10-10
'Use Critical Area Planting Specifications for eroded sites.
Complete for each field office. Line out plants not adapted. Insert normal planting dates.
3Southeastem counties.
Note: Other adapted perennials may be used for this type seeding. (See Critical Area Planting.)
TABLE 3
Additional Species
The following species may be used for CRP acreage_ These are in addition to those listed on page 393-5.
Apply lime and fertilizer as per soil test_' If soil test is not available, use rates listed in table below. The use of
annuals is allowed onty for CRP lands to be planted to trees. Wildlife habitat will be improved by use of species
in this table.
RATES DATES OF PLANTING j FERTILIZER
PLANTS PER ACRE' STATE THIS F_O' PER ACRE REMARKS
RANGE
Atlantic Coastal 10 Ibs_ alone 5 March 1 1. T. Lime; 400 Cover seed 1/2"-3/4"
Panicgrass tbs. in mixtures April 30 lbs. 10-10-10 deep. Firm soil. C an
use wilth sericea, fescue,
or annual lespedeza.
Switchgrass 6 tbs_ alone 3 March 1 1 T. Lime; 400 Sea Atlantic Coastal
Ibs, in mixtures Aril 30 1 tbs. 5-10-10 Ranicorass
Annual 20 tbs. alone February 1 1 T_ Lime 400
Lespedeza 10 tbs. ins. April 15 lbs. 5-10-10
misture
Subterranean 10 tbs. in September 400 Ibs. Must inoculate, can grow
Clover mixtures 15 15-10-10 in pH 5.5. Use with small
October 30 1 grain.
Small Grains 7 bu_ (wheat) August 30 j ! 1 T_ Lime; 400 Use in mixture with tail
barley, rye 2 bu_ November 15 lbs. fescue.
oats 10-10-10
Bib Bluestein 6lbs. alone March 1 1. T. Lime; 400
3 lbs. in April 30 lbs.
mixtures 5-10-10
'Use Critical Area Planting Specifications for eroded sites.
`Complete for each field office. Line out plants not adapted. Insert normal pianting dates.
Note: Other adapted perennials may be used for this type seeding. (See Critical Area Planting.)
MRCS, NC
TUNE, 1996

t
OH-Ver 2.0
US Department of Agricultur
Soil Conservation Service
DESIGN WORKSHEET
for
Trapezoidal Channel Section
prepared for
IVEY PETERSON
in
SAMPSON County, Ohio
Designer CRW
Date 01/16/97
Checker
Date
DIVERSION BELOW OLD DRY LOT
Slope = 0.0045 ft/ft Hydr Radius = 0.53
value = 0.040 Area = 4.97 sq.ft.
Velocity = 1.6 fps
Capacity = 8.08 cfs
Sideslope = 3.0 :1
Bottom width = 5.0 ft.
Depth = 0.7 ft.
Width @ Flow Depth = 9.2 ft.

x
US Department of Agricultu,
Soil Conservation Service
DESIGN WORKSHEET
for
Trapezoidal Channel Section
prepared for
IVEY PETERSON
in
SAMPSON County, Ohio
Designer : CRW
Date : 01/16/97
Checker
Date — — —
DIVERSION FROM LIFT STATION
Slope = 0.0027 ft/ft Hydr'n' value = 0.040 Area Radius = 0.71
Area = 8.00 sq.ft.
Velocity = 1.5 fps
Capacity = 12.25 cfs
Sideslope = 3.0 :1
Bottom width = 5.0 ft.
Depth = 1.0 ft.
Width @ Flow Depth = 11.0 ft.

OH-Ver-3.0
t
RUNOFF COMPUTATION SHEET
IVEY PETERSON
Designer CRW
Date 01/16/97
prepared for
in
SAMPSON County, Ohio
WATERWAYS
US Department of Agricultu
Soil Conservation Service
Checker
Date
Land Use and Condition Acres by hydrologic soil group
ac_--------
A ac. B ac. C ac. D
Pasture or range
----------------- --------
------------------------
No mechanical treatment Fair 3.3x49 69 79
Roads, Including rights -of -way 84
Dirt .2x72 82
Urban Areas ** VEGETATION ESTALISHED ** 87 89
B
Pavement,roofs,commercial _5x98 98 98
8
Watershed Slope = 3.0 o Drainage Area =
g 4.0 acres Curve Number = 56
Watershed Length = 280 ft.
Tc = 0.21 hr. Rainfall Type = II
Frequeny 24-hr rainfall Runoff Peak discharge Ia/P
Yc6.0 in. 1.60 in. 7 cfs. 0.26
- yr- 0.0 in. 0.00 in. 0 cfs. 0.00
- yr. 0.0 in. 0.00 in. 0 cfs. 0.00
- yr. 0.0 in. 0.00 in. 0 cfs. 0.00
yr. 0.0 in. 0.00 in. 0 cfs. 0.00
- yr• 0.0 in. 0.00 in. 0 cfs. 0.00
- yr. 0.0 in. 0.00 in. 0 cfs. 0.00
Drainage curves Qa = 1.3 cfs.
Qc = 0.2 cfs_
Qb = 0.5 cfs. Qd = 0.1 cfs.

5. Provisions for excluding roof water, and
unpolluted surface runoff.
6. Slopes less than 5 percent are more
effective; steeper slopes required a greater
area and Iength of flow.
7. To maintain the, effectiveness of the grass
filter area the vegetation needs to be
mowed and removed- Controlled grazing
may be done when the filter area is dry
and firm.
8. The need for a level lip weir, crated pipe,
sprinklers, or other facilities to distribute
flow uniformly across the top of the filter
strip and maintain sheet flow through the
strip -
OPERATION AND NIAINTENANCE
Development of rills and small channels
within filter areas must be minimized. Needed
repairs must be made immediately to
reestablish sheet flow. A shallow furrow on
the contour across the filter can be used to
reestablish sheet flow. Vegetation must be
maintained in a vigorous condition. If
livestock have access to the filter area, it must
be fenced to control grazing.
I. Fertilization - Topdress annually, if
needed, with fertilizer in accordance with
soil test. Apply 1 to 2 tons of lime every 3
to 5 vears based on soil test. This is
critical for filter strips below runoff from
concentrated livestock areas.
When needed, apply fertilizer on warm
season perennials in the spring just before
growth starts and on cool season
perennials in early fall and early spring.
2. Weed control and mowing - Mowing
operations on grass filter strips should be
done during periods that are normally low
in rainfall and pollutants. This will insure
a taller, more efficient filter strip during
periods of highest rainfall. Clippings
should be removed whenever practical.
393-3
3 Caution when using chemicals in
adjoining fields - Sprayers should be shut
off before crossing or turning on filter
strips. Care will be required to avoid
inadvertently killing desirable vegetation
in the filter strips.
4. Control livestock access by fencing and
prohibit grazing when ground is wet.
PLANS AND SPECIFICATIONS
All trees, brush, stumps, rocks, or similar
materials that will interfere with installing
glass filter shall be removed. The materials
shall be disposed of in a manner consistent
with maintaining a quality environment and
with proper functioning of the filter.
The filter area shall be shaped to the �orade and
dimension specified. If necessary, topsoil
shall be stockpiled and spread to required
grade and thickness after major cutting and
filling is accomplished. When completed,
there should be nothing to interfere with the
required uniform flow characteristics of the
filter.
Recording Data
Record all field notes in a standard
engineering field book or approved form.
Cross reference all appropriate field books,
drawings, and plans.
Plans and specifications for filter strips shall
be in keeping with this standard and shall
describe the requirements for applying the
practice to achieve its intended propose.
ENGINEERING NOTE KEEPING
Record the following minimum information in
a field notebook or on approved forms.
I. Slope
2. Soil type
3. Width
4. Method of dispersing runoff for sheet
flow
'-RCS, NC
XNE. 1996

duration at the peak inflow rate resulting from
a 2-year, 24-hour rainfall. Any basin outflow
shall be disregarded in computing minimum
storage. Additional storage capacity, based on
frequency of cleaning, shall be provided for
manure and other solids settled within the
basin. When the basin is cleaned after every
significant runoff event, additional storage
equivalent to at least 0.5 in. from the
concentrated waste area shall be provided. If
only annual cleaning of the basin is planned,
additional storage equivalent to at least 6 in.
from the concentrated waste area shall be
provided.
Filter Strips on Forest Land
These criteria apply to filter strips for runoff
as part of a forestry operation to reduce
delivery of sediment into waterways.
As a guide, the length of flow through
undisturbed forest floor should be at least 25
ft. for slopes of less than one percent and
proportionately up to at least 65 ft. for 30
percent slopes and at least 150 ft. for 70
percent slopes. Longer flow lengths should be
used as contributing drainage areas increase.
See Table 1.
Filter Strips for Conservation Reserve
Program (CRP)
Apply this practice to cropland immediately
adjacent and parallel to streams having
perennial flow, seasonal streams (excluding
such areas as gullies or sod waterways), or
other water bodies of a permanent nature,
including wetlands with water areas of 5
surface acres or greater in size. A seasonal
stream is an intermittent stream that flows
only during a certain climatic season. Filter
strip areas shall reduce additional sediment
that is being delivered to the stream or water
body.
Filter strips are acceptable if:
a. The width is a minimum of 66 feet and
a maximum of 99 feet-
b. Permanent regenerative vegetative
cover (grasses, forts, shrubs, and trees)
is maintained sufficiently to
substantially reduce sediment delivery.
Existing vegetation, including
reseeding annuals, may be used.
Select species or mixtures from tables 2 or 3
when establishing ground cover_
When trees are planted, a Bound cover shall
be presentor shall be established prior to
planting the trees.
When ground cover is established, annuals are
preferred. Tree species selection, spacing, and
other considerations are to be found in the
standard and specifications for Tree Planting_.
code 612.
CONSIDERATIONS
Evaluate type and quantity of pollutant. slopes
and soils, adapted vegetative species, time of
year for proper establishment of vegetation,
necessity for irrigation, visual aspects, fire
hazards, and other special needs. Prevent
erosion where filters outlet into streams or
channels. If filter strips are to be used in
treating waste water or polluted runoff from
concentrated livestock areas, the following
must be considered:
1. Adequate soil permeability to ensure
satisfactory performance_
2. Enough rest periods to maintain an aerobic
soil profile. Storage or alternating filter
strips may be desirable.
3_ Reduced effectiveness of filter strips under
snow or frozen conditions.
4. An adequate filter area and length of flow
to provide the desired reduction of
pollutants. A serpentine or switchback
channel can be used to provide greater
length of flow.
MRCS, NC
fUNE. 1996

GRASSED WATERWAY AND DIVERSIONs
L- Plan view with station numbers, width, side slopes, and channel slopes - drawing �\ q
Hydrology calculations
z Channel sizing

i
OH-Ver 2.0
US Department of Agricultur
Soil Conservation Service
DESIGN WORKSHEET
for
Trapezoidal Channel Section
IVEY PETERSON
Designer : CRW
Date : 01/16/97
prepared for
1n
SAMPSON County, Ohio
GRASSED WATERWAY
Checker
Date
Slope = 0.0060 ft/ft Hydr Radius = 0.68
'n' value = 0.040 Area = 10.44 sq.ft.
Velocity = 2.2 fps
Capacity = 23.16 cfs
Sideslope = 4.0 :1
Bottom width = 8.0 ft.
Depth = 0.9 ft.
Width @ Flow Depth = 15.2 ft.

ol
K Sdr� D. 3
C2cA r� 2
rZ"I�'� � �`1' rnw r• Z
GG(1�
414

Operator:Ivey Peterson
County: Sampson
Distance to nearest residence Dates 12-4-95
(other than owner).:
1' AVERAGE LIVE WEIGHT (ALW) 1990 feet
0 sows (farrow to finish)
0 sows (farrow to feeder) x 1417 lbs. _
620 head (finishing only) x 522 lbs-_ 0 lbs
0 sown (farrow to wean) 135 lbs. 0 lbs
0 head (wean to feeder) 83700 lbs
Describe other: x 433 lbs. _
_ 30 lbs. _ o lbs
_ 0 lbs
Tota Avera e 0 lbs
2 • MINIMUM REQUIRED TREAT !ME rm ter,;_ __ S Llve We1g t = 837nn Ibs
.�, OLIT IE OF LAGOON
Volume 837oo lbs,
Treatment Volume ALW x Treatment Volume(CF)/lb_
Volume = (0F)/lb. ALW AI,y,T
=
83700 cubic feet 1 CF/Ib. ALW
-3 • STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE AC
Volume = 0.5 cubic feet NOT COMPUTED AT ACCUMULATION
REQUEST. WILL BE REMOVED AS
TOTAL DESIGNED VOLUME NEEDED.
Inside top length (feet)--_________
Inside top width
elevation - ------ - 180:3
Top of dike
Bottom of lagoon elevation 348.5
Freeboard (feet)-- _ _ (feet)------- 55.0
Side slopes (inside lagoon)- ---`--_-- 45.0
----------------- 1.0
Total design volume using 1
g g pY'ismoidal
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 formula 3.0
3.0
3.0 3.0 3.o L�4 � 14 WIDTH -DEPTH
AREA OF TOP 9.0
LENGTH * WIDTH =
174.3 142.5
24837.75 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
120.3 $8.5
10646.55 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
147.3 115.5
68052.E CU. FT, (AREA OF MIDSECTION * 4)
= [AREA TOP + (4*AREA MIDSECTION)
24837.8 68052 6 + AREA BOTTOM] * DEPTH/6
10646.6 1.5
Total Designed Volume Available=155305.35 CU. FT

USDA -NATURAL. RESOURCE CONSERVATION SERVICE UNITED STATES
303-D EAST ROWAN STREET DEPARTMENT OF
PHONE [phone] AGRICULTURE
-----------------------------------------------------------------------
OPERATOR:MR. PETERSON
Please review the attached plan and specifications carefully.
Retain this plan for your use and records. It is strongly
recommended that you., your contractor, and the Natural Resource
Conservation Service staff are in agreement as to how,the lagoon
is to be constructed. NRCS personnel will meet with all
concerned parties and walk over the site to explain.all flags
and markings. It is important that everyone understands what is
expected so that final construction meets Plana and
specifications and the job can be certified for payment (if ACP
cost -share is involved).
The pad_ dimensions and grades :are the best estimate. The
builder or contractor is responsible for final layoutand
design of the pads NRCS personnel will assist in a limited
capacity, as its major concern is the proper design acid
construction of the waste treatment lagoon.
The actual amount of material required for pads and dam may
vary from the estimates_ The design will attempt to balance
cuts and fills as close as possible. If additional material is
required after construction is complete on the lagoon, the
contractor and owner will negotiate on the price and location
of the borrow area.
it should be noted that certification of the lagoon will depend
upon all specifications being met. - Important items include
length, width, depth, slopes, topsoil placement, correct
elevations (top, bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT?
YES
NO
X
DESIGN REQUIREMENT:
135378 cu.ft =
---------
5014
---------
cu.yd-s
ESTIMATE OF EXCAVATION:
115533 cu.ft =
4279
cu.yd.=
ESTIMATE OF PAD:
31860 cu.ft =
---------
1180
---------
cu.vds
ESTIMATE Or DIKE:
55701 cu.ft =
2063
cu.ydE
ESTIMATE OF MATERIAL, FOR SAINDY-CLAY
LINER: =
0
cu.ydE
ESTIMATE OF TOPSOIL REQUIRED:
=
183.3
cu.ydc-
Ratio 1.3 . 1
---
Total Excavation =
4279
cu.vd-c
Job Class TT
Desicrned Ev KEti COOK
(DIVISION,
12-1-95
Date
( 1
T�
Design_^-1pprOLtal
1
Date

Q4L5 PSOOK&A CM L" M LAND TO PMPULY t.AXD
APPLY WASTE? YES NG---- �
If - NO DOES PRODUCER HAVE ACCESS TO
MOPE LAND?
f—;.A1te &S NOT OWNED BY PROD' CEP,
CAN.PRODUCER GE:`,AGREEMENT CN LAND
ON WHICH TO APPLY WASTE? 'YE5---- �+C----
(AttacD W&S-ta DtilizAtien Plan to site evaluation.)
SOIL I7 fZsN'PI4A' TnR -- VALID ONT" ''I SOIL
SHEET ATTACXZ'0
S SO.. SUITABLE FOR LAGOON? �
1 .J- .C___ N A 'S _-
1 CLAY LINER RED::IREO? ': ES------ *;'-^----
af LS* iJ-CLAY h.'l�..ABr.. J.',3LTT.. '_Ls------ N.^.------
Q ES--ONAB E--------
;S A CORE TRENCH REQUIRED? �__
YES- NO-------
tAttach soil iar6Stiq,Stl0n Sheet to aita aValuation.}
r
1 SITE APPIkOVED YES-Z--- NO------ CW.*TIONAL-------- j
! —
------------------.----------------------------------- ----
---------------------------------------------------------
TH"S S.— E I!vVES:IGATION IS VALID AS LONG AS ""LFE LES.%_JN AND i
-_-ONSTR,;C':iO:I OF LAG 3ON CONTIN ES IN REASONABLE TIME
i PEYiDu. 4NL;;E uL:.AYS OR Fr
SITANCY ?N CONS'. '-_-TICN MAY
r�Ex: =RE THAT S:TE E:'AL�"'AT .^.N BE :NY'A:.IaAI'?Z.
SiGNAT"013 -�----------
?age

i Wems♦ 1 . .-----------•— ---- ---- --�._ __— —.
NDS
+ wILL SITE INVOLVE CLEARING WOODLAND OR ANY
j NON -CROPLAND? YES----- NJ-4-�---
If yes, producer must complete a Dorm AD-1026.
WILL ACTION RESULT 1N SWAIMPBUSTING? YES---- N0
IF W-TTLAf:DS ARE INVOLVED, IT IS THE RESPONSIB'LLITY OF THE �
{ pRJDUCER TO CONTACT THE LIS ARMY CORP OF ENGINEERS AND THE
I DIVISION OF E.`NIRONMENTAL MANAGEMENT TO -DETERMINE IF
ADDITIONAL ?: RY:TS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SOS, �
US ARMY CORR OF ENGINEERS AND NC DIVISICN OF ENTIRONMrNTA
MIANAG EMENT .
(A copy of AD-1076.ard CPA-026 should be attached to 1
s-ite evaluation.)
OTHER ENVIRONMENTAL FACTORS
IS IENDANGED'EDi AND%OR HR='ATENED SPECIES HABITAT
ARrSrN:? Z--
IS A DESIGNATED NAT"R.LLT SCE�'IC ARr� I:UCT UDED IN THE
..
PLANNING AREA OR WILL PLANNED, ACTIONS IMPACT ON AN
{ ADJACENT NATURAL SCENIC -AREA? Y:.S-=--- NO-Z--
i IS AN ARCHAEOLOGICAL OR FISTORICAL SITE LOCATED IN � THE
PLANNED AREA? � Y£5---- tiO . --
ARE THERE PRIME, UNIQUE, STATE OR LOCALI'Y IMPORTANT
FARMLANDS IN THE OPERATI:iG UNIT? YES----- NO-1--
4
WILL, `IHE ACTION RESULT 'IN SODBUSTING?
if yes to any of these questions, refer to form NC-CPA-16
for policy sources. The form does not need to be
completed.
ODOR CONTROL
........PREDOM-_T.K NT W:ND DIRECTION? YES----. NO----
........ POSSIB;.E EX?AP:SION OF TREATMENT
OM
? `. .. • T tires. v} ��'�},.'�'.�. ...��— ,. .----
.......: R - ARGIN G LA::00N LTH FRESH �
WATER TO AT LEAST _ / 2 0. THE � E
...... { SI?.G GOO^ SO_t,D =GM -ENT y?v 4
LAND A??I iCA: �ON 0.7 WASTE?
- I
Paae 2

UNITED STATES S.oIL
09PANTMINT Of co" MAT ION
AGRICULTURE s k3 tvi CE
------------------------------------------------------------
WAS:'E MANAGEMENT. FACILITY -SITE EVALUATION
GENERAL lYrOAXATION
----------------------
------------------------
r_--_-_--_---_---
Tr-CA? T ON
------------------
------------------
=ram----- .
-------------
i LOCATION DATA `
DISTANCE FjkOM NEAREST RESIDEI(CE' NOT OWNED BY '
PRORUCER ! -FT.
IS i
IS SITE WITHIN 100--YM FLOOD PLAIN? YES----- NO-Z
if yes, scs oast previ+cts 6aibssmse.
IS SITE AT LiAST 100 FT. FROM A "ILUE LINE" !
j PERENNIAL STREAN? YE3-
if no, site must be relocated.
i IS SITE WITHIN I PULE ZONING JURISDICTION
OF A MUNICIPALITY? YES----- NO ----
If yes, lendowaer Should asaault with loa4l soninq board
about requir*t psrAits. Permits must ba obtained prior
to design approval.
n_e utilities in construction area? YES----- NO=�-
If yes, see Part 303 of the National Xmgineering Manual
and follow policy.
tcopies of maps or other reference materials* way be
attached to site evaluation.)
Page 1

U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS.
Landowner _ ,Z-vc Pcc� ant County-
63(J3d646 b 0
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam 9.3 Ft. Length of Flood Pool /,PS Ft.
Date of Field Hazard Investigation �! j/4s
Evaluation by reach of flood plain downstream to the point of estimated minor effect
.from sudden dam failure.
Est. Elev. :Est. Elevation -�
Kind of :improvements: of Breach
Reach: Length: Width: Slope: Land Use- ; Improvements Above :Floodwater Above
'Flood Plain: Flood Plain
Ft. Ft. % A, we. awd f' Ft. Ft.
: fi%ods%anrf IV eAIC. -- -
1 : ron of .
&DD /SO • Z �� : rarr L --
2 .
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements- from a sudden breach A sod -Wen of tA. w%!/ r,,f _ end4.,
aG % - "�re�e�ur is looQfeo� /Goo �ea7t Nar/A
J
o� Cron ryecoo' SE a ;R u47•
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV, V) L
By 76P 4c •.a ��- .ice
name title
E�7 �
Concurred By t -
name (title)
NOTE: 1. Instructions -on reverse side.
2. Attach additional sheets as needed.
21
Date i Uzi/q5
Date

slow
w ■c��rs@PROWw
CROPLAND ACRES PASTURE - ACUS AWL'
StILrn1 SRw1r_rp
WOODLAND- ACRES TOTAL ACRES POND CLA33 : Wo ILK L.'NCI' CON5 VAT10..15T
SMCH OF PROPOSED POND SHOWMG WHIM BGRINGg WIE UADZ L#49,,, soak
Lscwn Mtwawc� •wwf w uw4r line or dam mf--.mil. an aiaftA t
j i j I i � I � E � i ! I •i 1 �
j 1 i
i snow lla�c MMU AMD MnLa I
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��tor:Ivey Peterson County:
Sampson
Date:
12-4-95
s
fiance to nearest residence (other
than owner):
1990 feet
AVERAGE LIVEWEIGHT(ALW)
P 0 sows (farrow to finish)
x
1417
lbs. =
0
lbs
0 sows.(farrow to feeder)
x
522
lbs. =
0
lbs
620 head (finishing only)
x
135
lbs. =
83700
lbs
0 sows (farrow to wean)
x
433
lbs. =
0
lbs
0 head (wean to feeder)
x
30
lbs. =
0
lbs
Describe other :
0
lbs
Total Average Live Weigrlt = 83700 lbs
�. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 83700 lbs ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 83700 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume = 0.5 cubic feet REQUEST. WILL BE REMOVED AS
NEEDED.
TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
180.3
Inside top width (feet)----------------------
148.5
Top of dike elevation (feet)-----------------
55.0
Bottom of lagoon elevation (feet)------------
45.0
Freeboard (feet)-----------------------------
1.0—
Side slopes (inside lagoon)------------------
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 174.3
142.5 9.0
PUREA OF TOP
LENGTH * WIDTH =
174.3 142.5
AREA OF BOTTOM
LENGTH * WIDTH =
120.3 88.5
AREA OF MIDSECTION
LENGTH * WIDTH * 4
147.3 115.5
24837.75 (AREA OF TOP)
10646.55 (AREA OF BOTTOM)
68052.6 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
24837.8 68052.6 10646.6 1.5
Total Designed Volume Available=155305.35 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
180.3 148.5 26774.6 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 26774.6 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 = 83700 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 152892 gals. or 20440.1 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 or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 15618.5 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.01inches / 12 inches per foot * DA
Volume = 15618.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 20440 cubic feet
5B. 0 cubic feet
5C. 15618 cubic feet
5D• 15618 cubic feet
TOTAL 51677 cubic feet

A
M
SUMMARY
Temporary_stora e
g _period=====____-.__-_
Rainfall in
excess of evaporation===________�
25 year - 24 hour rainfall-====---=---===--T�
180
7-0
days
inches
Freeboard=====___ -
Side sloPes==
7.0
inches
=--
Inside top Length= __ ______________ __ _>.
1..0
3.0_
feet{
1
_
Inside top .width== =----_==_=_=_ -=>
Top of dike __-___-_>
180.3
feet
elevation=--==____
BottoTotalmof
a on elevation_==-
148.5
55.0
feet
feet
==_==== =_=�
requ fume --== -_-_-
Actual
5.0
feet
________
design volume==-======_==-_______ -_-_-_=>
53-seasonal
5
cu, ft.
Stop pLlitlplIigHel2Vertable-elevation {g V ___>
= _ _
48 5
.0
cu. ft.
feet
_ __
Must be >,or to.the.SHWT:elev._ -_ -___>
Must be
n v.feet
>..or.= to min, rea. treatment e1 =�
Required minimum treatment volume=====______
Volume
48.0
51.0
feet
feet
m stop pumping elevation==========_-'
Start pumping _'
83700.5
cu. ft.
elev.====-____
Must be
-304135
cu. ft.
at bottom of freeboard & 25 r, 53.3
Actual volume less
feet
25 yr - 24 hr rainfall=rainfall
Volume at start pumping elevation==========-
Required
139687
cu. ft.
volume to be pumped===============_>
Actual volume
138381
cu. ft.
to be pumped=_======________-_
Min. thickness of soil liner - -'
36059 cu. ft.
442515 cu. ft.
when Ye
7. DESIGNED BY: quired==>
1.5
feet
APPROVED BY: ' O�
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SUMMARY
Temporary storage period=====___ __ _____>
180
Rainfall in excess.of evaporation =_ _____-
7.0
25::year - 24 hour rainfall===========.======>
7.0
Freeboard=====._----------=------------=--___>
1..0
Side slopes ________ _______ _.__=___>
3.0
Inside top length=== _______________________>
180.3
Inside top
148.5
Top of dike elevation--=.====_================>
55.0
Bottom of lagoon.elevation== _______________>
5.0
Total.required volume================== ----- >
53
Actual design volume ======================= 1
. 5
Seasonal high wat'ertable-elevation (SHWT)===>
48.0
Stop pumping°elev.=.=========================>
0.0
Must.be > or to the SHWT elev.==========>
48.0
Must be > or =.to min. req. treatment el.=>
51.0
Required minmum,treatment volume===========>
83700.5
Volume at stop pumping elevation============>
-304135
Start `pumping elev._______________________ _>
53.3
Must be at_bottom.of freeboard & 25 yr. rainfall
Actual volume Tess.25 yr - 24 hr rainfall===> 139687
Volume at start pumping elevation===========> 138381
Required volume to be pumped================> 36059
Actual volume to be pumped==================>
Min thickness of soil liner when required==>
s'. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
: 1
f eet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu.' f t
cu. f t
cu. ft
442515 cu. ft.
.5 feet