820705_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0705
2. Facility Name: Lamb Farms
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 129 Cabbage Patch Rd
Certificate Of Coverage Number: AWS820705
James L Lamb
City: Clinton State: NC Zip: 28328-8328
Telephone Number: 910-592-5771 Ext. 591N E-mail: JC mes rqm& '1,2 7, gg 3rr,t�i l , Coto
5. Facility's Physical Address: 8757 Garland Hoe,
City: Clinton State:
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC):. James L. Lamb
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Feeder
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
NC
James L Lamb
910-592-5771 Ext. rj$/
Prestage Farms Inc
Phone No.: 910-596-5814
Allowable Count
3,040
Zip: 28328
OIC #: 20853
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
�
96!96
1
.3-111)-- 9q
G
�0
3 i 356
29.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
/ 1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
V 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.
y/ 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: L _ L—CiAl b Title: Ocone f
Signature: /i Date: S -2 7 v 19
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: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Nutrient Management Plan For Animal
Waste Utilizat'
This plan has been prepared for:
James Lamb Nursery
James L Lamb
129 Cabbage patch Rd.
Clinton, NC 28328
910-385-7654
Type of Plan:
05-13-2011 ion
This plan has been developed by:
Gavin Thompson
NRCS/Sampson SWCD
80 County Complex Rd.
Suite 110
Clinton, NC 28328
910-592-7963
eveloper Signature
Nutrient Management with Manure Onl
Y
'Nvner/Manager/Producer Agreement
I (we) understand and agree to the specifications anh includes an mat d the operation
established in this nutrient management plan whicani
the farm named above. I have read and understand the esanrocedures
and maintenance
waste management that are included with this plan, waste utilisation p
Plan for
Required Specifications concerning animal
Signature {owner) �'�% � a 1)
Date
Signature (manager or producer)
This plan meets the minimum standards and specifications of theDate
Natural Resources Conservation Service or the standard of
Conservation Commission. U.S. Department of Agriculture -
practices adopted by the Soil and Water
Plan Approved By: ,�
4echnicalSpecialist Signature J S ,� �'r
Date
521061 Database Version 3.1
Date Printed: 05-13-2011 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 580,640 gals/year by a 3,040 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1337
Incorporated 2297
Injected 2529
Irrigated 1454
Max. Avail. Actual PANF�Deficit%(Ibus)'
N SlsActual Volume Volume Surplus/
PAN (1bs) * Applied (lbs) Applied (Gallons) Deficit (Gallons)
Year 1 1,454 1474 -20 588,760
-8,120
Note: In source ID, S means standard source, U means user defined -source -
---------------------- - _
- -----------------------
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
521061 Database Version 3.1 Date Printed: 05-13-2011 Source Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates are
also provided for each crop, as well as the crop's P205 Removal Rate. The Leaching Index r ea and the Phosphorous Loss Assessment
Tool (PLAT) Rating are also provided for each field, where available.
If a field's PLAT Rating is High, any planned manure application is limited to the phosphorous removal rate of the harvested plant
biomass for the crop rotation or multiple years in the crop sequence. Fields with a Very High PLAT Ratmg should receive no
additional applications of manure. Regardless of the PLAT rating, starter fertilizers may be recommended in accordance with North
Carolina State University guidelines or recommendations. The quantity of P205 applied to each crop is shown in the following table if
the field's PLAT rating is High or Very High.
Planned Crops Summary
Total I Useable � Plat f
Tract Field Acres Acres Rating If LI if Soi] Series
10941 3 4.8 4.2E
�::J
PLAN TOTALS: 4.80 4.26
LT
<2
>=2&
<=10
Low N/A + Norfolk
Patenhal Leaching -
potential to contribute to soluble
:nt leaching below the root zone.
;rate potential to contribute to so]
snt leaching below the root zone.
None
Crop Sequence
Grain Overseed
Technical Guidance
Management (590) should be planned.
P205
Removal Applied
RYE (lbs/acre) (lbs/acre)
1.0 Ton.J 15 1 N/A
6.5 Tonsl 80 i N/A
High potential to contribute to soluble Nutr
nutrient leaching below the root zone. ient Management (590) should be planned. Other conservation practices that improve the soils
available water holding capacity and improve nutrient use efficiency should be considered. Examp
> 10 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).
PL4Tlndex
h'ating
A A4anagemenr Recommendlat[nn
0-25
Low
25 - 50
Medium
No adjustment needed; N based application
51 - 100
High
No adjustment needed; N based application
> 100
Very High
d t
Application limiteo crop P removal
Starter P application only
APR o.12019
wawaus%,
Ret?lorz;; Qperations SGctiore
521061 Database Version 3.1 Date Printed 5/13/2011
NOTE: Symbol * means user entered data. PCS Page Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation.
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to b
maximize nutrient uptake. This plan provides t estimate t the number timing
acres f cropland needed to use
P e grown, their nutrient requirements, and proper timing of applications to
This table provides an estimate of the amount of nitrogen required by the crop being commercial fertilizer and residual from previous Crops- p g own and an estimate of the it amount being supplied b m
of nitrogen from each source is also included. A balance of the total manure produced and the total
p An estimate of the quantity of solid and liquid waste that will be applied on each field in order to
for the utilization of the manure generated b Y manure or other by-products,
y the operation. manure applied is included in the table to ensure that the Plan adequately Supply the d quantity
provides
Waste Utilization Table
Source
Tract Field ID Soil Series
10941 +3S55
10941
Total I Use.
Acres Acres Crop
' w•20Small Grain Overseed
:480r4.26 Hybri�Bemdagrass Hay
Notes: 1. In the tract column, — symbol means leased, otherwise, owned.
521061 Database Version 3.1
RYE IApplic.
Period
I.0 Tons 10/1-3/31
6.5 Tons 3/1-9/30
2. Symbol * means user entered data.
Date Printed: 5/13/2011
Nitrogen
PA
Comm.
Fert.
Res
(lbs/A)
Manure Liquid Solid
Liquid
Nutrient Nutrient
Re 'd
pA ManureA Manure
NUie enIA pplied
Manure
Solid
Manure
4
(lbs/A)
Applied
(ibs/A)
Applied
PP1ied acre
( ) (acre)
Applied
PP
(Field)
Applied
(Ibs/A)
(Field)
N
N
Applic.
N Method
1000
N
gal/A Tons
1000 gals
tons
50
0
0 Irrig.
50 19.97 0.00
85.08
296
0
0 Irrig.
296 118.24 0.00
0.01
503.68
O.OG
Total Applied, 1000 gallons
588.76
Total Produced, 1000 gallons
580.64
Balance, 1000gallons
-8.1?
Total Applied, tons
0.0
Total produced, tons
0.00
Balance, tons
WUT Page Page 1 of 1

ROY COOPER
covwnor
MICHAEL S. REGAN
secremrry
LINDA CULPEPPER
Director
James L Lamb
Lamb Farms
129 Cabbage Patch Rd
Clinton, NC 28328-8328
NORTH CAROLINA
€rtrii ronmentart Qutaftry
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
February 27, 2019
RE���ED&& !' 1l�Il
APR 0 S WS.
Vi#00oft
Reona1oPewgOns
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 htts://dec .nc. ov/about/divisions/water-resources/water: uali -rg 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 Your continued coverage under the State Non -Discharge General PermitsYou must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. si ned and returned by April 3, 2019.
Please note that you must include one 1 copy of the Certified Animal Waste Management Plan CAWMP with the
completed and si ned application form. A list of items included in the CAWMP can be found on pave 2 of the renewal
a lication 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,
r
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 - AWS820705
Presta ,e Farms Inc
.ti North Caro'iaa 7epartmentofEnu'r rn_ats',Quat; I D%vsonof##fate€Reswrxs
512 N. Sa``sbLIA' St. 1 1636 R1a=; Serv'OR' Cent==-r I Ra es , Nort.k Cara na 27691 1 6
- 919.707 RXDO

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. 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 I Soil Series
10941 3 INorfolk
Application Rate Application Amount
(inches/hour) (inches)
0.50
1.0
521061 Database Version 3.1 Date Printed 5/13/2011
IAF Page Page 1 of 1
NOTE: Symbol * means user entered data.

The Nutrient Management Recommendations table shown below provides an annual summary
of the nutrient management
developed for this operation. This table provides a nutrient balance for the listed fields and ps or each year of the plan. plan
Required nutrients are based on the realistic yields of the crops to be grown, their nutrient requirements and soil test results. The
quantity of nutrient supplied by each source is also identified.
The total quantity of nitrogen applied to each crop should not exceed the required amount. However, the quantity of other
nutrients applied may exceed their required amounts. This most commonly occurs when manure or other byproducts are utilized
to meet the nitrogen needs of the crop. Nutrient management plans may require that the application of animal waste be ltuatimions,
ited so
as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field. In such si
additional nitrogen applications from nonorganic sources may be required to supply the recommended amounts of nitrogen.
Nutrient Management Recommendations Test
YEAR U
N
P2O5
K2O
Mg
(lbs/A)
(lbs/A)
(lbs/A)
(lbs/A)
Tract Field 10941 3
Req'd Nutrient -
50
p
0
0
Acres App. Period 4.26 10/1-3/31
Supplied By:
CROP Small Grain Overseed
Starter
0
0
0
0
Commercial Fert
0
0
0
0
Soil Series Norfolk
Residu
0
0
RYE Sample Date 1.0 Tons 02-08-11
Manure
50
27
0
68
0
P Removal Rating 15 lbs/ac. Low
BALANCE
6
0
27
68
6
NOTE: Symbol * means user entered data.
521061 Database Version 3.1 Date Printed: 5/13/2011
Mn Zn Cu Lime
(lbs/A) (lbs/A) (lbs/A) I (tons/A)
NMR Page Page 1 of 2

Nutrient Management Recommendations Test
YEAR
1
N
(lbs/A)
P2O5
(lbs/A)
K2O
(lbs/A)
Mg
(lbs/A)
Mn
(lbs/A)
Zn
(lbs/A)
Cu
(lbs/A)
Lime
(tons/A)
Tract
IField
10941 3
Req'd Nutrients
296
0
10
0
0
0
0
0
Acres I
App. Period
4.26 3/1-9/30
Supplied By:
CROP
Hybrid Bermudagrass
Hay
Starter
0
0
0
0
0
0
0
0
Commercial Fert
0
0
0
0
0
0
0
0
Soil Series
Norfolk
Residual
0
0
0
0
0
0
0
0
RYE Sample
Date
6.5 Tons
02-08-11
Manure
296
161
405
36
1
7
1
0
P Removal
Rating
80 lbs/ac.
1. ow
BALANCE
0
161
3951
361
1
7
1
0
NOTE: Symbol * means user entered data.
521061 Database Version 3.1 Date Printed: 5/13/2011 NMR Page Page 2 of 2

The Required Soil Test Values shown in the following table provide a summary of recommended actions that should be taken if soil tests indicate excessive levels of
copper or zinc. Fields that receive manure must have an annual soil analysis for these elements. High levels of zinc and copper can adversely affect plant growth.
Alternative crop sites must be used when the concentration of these metals approach excessive levels. Site life can be estimated by dividing the amount of copper and
zinc to be applied in lbs/acre by 0.036 and 0.071, respectively and multiplying the result by 0.85. By adding this quantity to the current soil index for copper or zinc, we
can predict life of the site for waste disposal.
In addition to copper and zinc indices, this table also provides a summary of lime recommendations for each crop based on the most recent soil sample. Application of
lime at recommended rates is necessary to maintain soil pH in the optimum range for crop production .
Recluired Soil Test Values
Tract
Field
Crop
pH
Lime Recom.
(tons/acre)
Cu-I
Copper Recommendation
Zn-I Zinc Recommendation
10941
3
Small Grain Overseed
7.1
0.0
218
None
267
None
10941
1 3
Hybrid Bermudagrass Hay
7.1
0.0
218
None
267
None
------------------------------------------------------------------------------------------------- -------------------------- ---------------------------------------------------
521061 Database Version 3.1 Date Printed: 05-13-2011 STV Page 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 must be 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 be taken 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
PA-N 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 Nursery Lagoon Sludge - Standard
Com 120 bu
150
13.16
7.74
15.48
23.21
Hay 6 ton R.Y.E.
300
26.32
3.87
7.74
11.61
Soybean 40 bu
160
14.04
7.25
14.51
21.76
------------------------------------------ — -----g----------------
521061 Database Version 3.1 Date Printed: 05-13-2011 Sludge Page Page 1 of

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 Storaize Capacity
Source Name
I Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
55
1
2
54
1
3
102
1
4
72
1
5
120
1
6
90
1
7
138
1
8
107
1
9
156
1
10
125
1
11
122
1
12
91
* Available Storage Capacity is calculated as of the end of each month.
-------------------------------------------------- ---------------------------------------
521,061 Database Version 3.1 Date Printed: 05-13-2011 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
I. 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, NRCS 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).
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.
--------------------------- -- --- - ---- - - --- ___
------------------------ ---------------------
521061 Database Version 3.1 -- Si ---------- -- ------
ate Printed: 5/13/2011 Specification Pale 1

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.
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.
---------------------------------------- -- _____
---------------------------------- ----- - -- -- -- - -
521061 Database Version 3.1 Date Printed: 5/13/2011 Specification Page 2

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.
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.
---------------- ---
521061 Database Version 3.1 Date Printed: 5/13/2011
Specification Page 3

Crop Notes
The following crop note applies to field(s): 3
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 V 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 micronutrients 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): 3
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 February -March.
521061 Database Version 3.1 Date Printed: 05-13-2011 Crop Note Page Page 1 of 1

'NUTRIENT MANAGEMENT
and WASTE UTILIZATION PLAN
SUPPLEMENTAL INFORMATION
Practice Job Sheet: NC-590/633
(February 2009)
Prepared for: James Lamb
By. Gavin Thompson
Farm:11460
WHAT IS NUTRIENT MANAGEMENT?
The conservation practice, Nutrient
Management, is managing the amount,
source, placement, form and timing of the
application of nutrients and soil amendments
to achieve realistic production goals, while
minimizing nutrient movement to surface or
ground waters. The practice, Waste
Utilization, is using agricultural waste such as
manure or wastewater in an environmentally
sound manner. These practices are jointly
accomplished through the development of a
Nutrient Management/Waste Utilization Plan,
which is normally part of a broader
Conservation Plan that addresses multiple
natural resource concerns on the land. You
are encouraged to develop a Comprehensive
Nutrient Management Plan (CNMP), which
addresses all resource concerns on your
animal operation.
PURPOSE OF NUTRIENT MANAGEMENT
and WASTE UTILIZATION PRACTICES
Your nutrient management/waste utilization
plan is intended to accomplish one or more of
the following objectives:
• To budget and supply nutrients for plant
production.
• To properly utilize manure or organic by-
products as a plant nutrient source.
• To minimize agricultural nonpoint source
pollution of surface and ground water
resources.
Practice Job Sheet: NC-590/633 (February 2009)
Tract: 10941 Date: 5 13 11
—/ J
• To maintain or improve the physical,
chemical, and biological condition of the
soil.
• To utilize agricultural wastes for livestock
feed or as an energy source.
• To protect air quality by reducing nitrogen
emissions and the formation of
atmospheric particulates
CONTENTS OF THE NUTRIENT
MANAGEMENT / WASTE UTILIZATION
PLAN
The information provided in this Job Sheet
and the attachments meet the minimum
requirements for a Nutrient Management Plan
for USDA-NRCS purposes. This Nutrient
Management Plan includes:
1. A plan map and soils map for the area
planned (these may be part of the overall
Conservation P Ian).
2. Location of designated sensitive areas or
resources (streams, wells, sinkholes, etc.)
and any associated nutrient application
setbacks, etc.
3. Your planned crop rotation.
4. Results of soil, plant, water tests.
5. Results from Phosphorus Loss
Assessment Tool (PLAT) or Leaching
Index (LI) as required.
page 1

6. Realistic yield expectations for the crops in
the rotation, and their so urce if other than
default values approved for N.C.
7. Recommended nutrient application rates
for nitrogen, phosphorus, and potassium,
as well as timing, form, and method of
application and incorporation, if applicable.
This Job Sheet (or comparable
information), that provides the following:
• General requirements of this practice,
as well as additional requirements to
meet the natural resource protection
purposes listed above.
• Additional considerations specific to
this plan.
• Operation and maintenance
information associated with this
practice.
Because this Nutrient Management Plan
includes agricultural organic sources,
additional items are required in the plan to
ensure proper waste utilization:
Waste Utilization Agreement for non -
owned or leased land (if applicable)
Waste Utilization Third Party
Agreement (if applicable) (Note: this will
be Exhibit B found in NRCS standard 633
if for conservation planning/CNMP
purposes and may additionally include
third -party documentation guidance given
by the 1217 interagency Cmte and/or NC
Manure Hauler Regs.)
Additional engineering design and
operating information for waste storage
structures, transport, and application
system, as applicable. These designs,
and the instructions for operating these
structures, are an integral component
of your overall Nutrient Management/
Waste Utilization Plan.
Emergency Action Plan to prevent
overtopping or other discharges from
storage structures or facilities, as
applicable.
This plan was developed based on the current
NRCS 590 and 633 standards and Federal,
state, or local regulations or policies.
Changes in laws or regulations may
necessitate a revision of the plan.
Practice Job Sheet: NC-590/633 (February 2009)
BASIC REQUIREMENTS FOR WASTE
UTILIZATION
General
All manure and organic residues must be
applied according to a nutrient management
plan (see the following section, "BASIC
REQUIREMENTS FOR NUTRIENT
MANAGEMENT')
You are required to acq uire and comply with
all federal, state, or local permit requirements
related to the handling and application of
manure or organic materials.
The nutrient management/waste utilization
plan must address all organic waste
generated at or brought to the facility. A
Waste Utilization Third Party Agreement must
exist to address all organic waste not handled
by the nutrient management/waste utilization
plan. Producers are advised that all
agricultural wastes that are applied on land
owned or controlled by the producer shall be
included in a waste management plan.
Signed third -party applicator agreements do
not preclude the requirement of a waste
management plan for waste applied on land
owned or controlled by the producer. Manure
haulers must be in compliance with all aspects
of Section .1400 of 15A NCAC 02T.
Manure or organic wastes will not be applied
to the following areas:
• surface waters,
• wetlands, unless constructed as a
component in a waste treatment system,
• soils subject to frequent flooding during
the period when flooding is expected,
• frozen, snow-covered, or saturated soils,
• within 25 feet of perennial waters
• within 200 feet of a dwelling other than
those owned by the producer,
• within 100 feet of a well,
• within any other setbacks as identified by
federal, state, or local laws or regulations
Current applicable setbacks for operations
defined by Sec. 1300 of 15A NCAC 02T
(formerly 2H.0200 thresholds) are
available at the NC DSWC Senate Bill
1217 web site:
We ://www.enr.state.nc.us/DSWC/. a:;es/;uid_a_
nce dogs. html
page 2

For operations that hold either State or
NPDES permits, application setbacks set
forth by that facility's permit must be
observed at all times.
Recent NCSU research indicates that
acutely acidic soil conditions contribute to
high levels of water solubility of soil P
reactive products when organic waste P is
applied. Thus, when soil tests show that
pH is below soil target pH and lime is
recommended, soils should be limed to
increase soil pH to soil target levels prior
to application of organic waste materials.
Target pHs as established by NCDA
Agronomic Division are 5.0 for Organic soil
class (ORG), 5.5 for Mineral -Organic soil
class (M-O), and range from 6.0 to 6.5 for
Mineral soil class (MIN) depending on the
crop.
Manure or organic wastes will be applied in a
manner not to reach surface waters, wetlands
(unless constructed as a component in a
waste treatment system), property owned by
others, or public right-of-way.
Sludge that accumulates in waste storage
structures must be analyzed prior to land
application. Adequate provisions (available
land and/or third party manure agreements)
must exist to ensure sludge is applied in
adherence to all nutrient application
requirements. All federal and state guidance
regarding the proper testing, handling,
planning, and application of sludge must be
followed for regulated operations.
Since compliance with all applicable North
Carolina laws is the responsibility of the
producer, you should consult the most current
version of the 1217 Interagency Guidance
Documents for answers to frequently asked
questions.
ADDITIONAL REQUIREMENTS FOR
PROVIDING LIVESTOCK FEED
If applicable, all agricultural wastes or other
organic residues used f or feedstock must be
handled in a manner to minimize
contamination and preserve its feed value.
Chicken litter stored for this purpose must be
covered. A qualified animal nutritionist shall
develop rations that utilize animal wastes in
supplemental feed.
ADDITIONAL REQUIREMENTS FOR
PROVIDING A SOURCE OF ENERGY
If your facility is to be used for energy
production, all energy producing components
of the system are included in the Nutrient
Management/Waste Utilization Plan and
provisions for the utilization of residues of
energy production identified. Your Nutrient
Management Plan includes the use of these
residues, if applicable.
ADDITIONAL REQUIRMENTS FOR PINE
FOREST APPLICATION
When land receiving waste is predominantly
pine forest, organic fertilization must be a part
of forestry management plan developed by a
qualified professional.
Nutrients should not be applied to pi ne forests
that are composed of organic or poorly
drained mineral soils. For pine plantations, do
not apply nitrogen during the first five
years after planting. Do not exceed 60 Ibs
PAN/acre/year on pine forestland, and on
long -leaf pine do not exceed 30 Ibs
PAN/acre/year due to increased disease
pressure caused by Nitrogen application.
Higher PAN application rates on pine
forestland may be approved in situations
where concentrated short-term waste
applications may be necessary, such as
lagoon closures or lagoon sludge
management.
Annual soil tests, taken at a 0"-6" sampling
depth, must be completed in pine forest
application area to help determine
potential for P leaching. If soil test
agronomic P indices are above 50, then no
additional waste application should occur
on forestland. A phosphorous loss
assessment (PLAT) is not needed for
forestland receiving waste materials.
Negative impacts to streams, wetlands, and
riparian buffers must be avoided when
Practice Job Sheet: NC-590/633 (February 2009) page 3

applying waste materials, and appropriate
application setbacks must be observed.
BASIC REQUIREMENTS FOR NUTRIENT
MANAGEMENT
General
Application of nutrients must comply with all
applicable Federal, state, and local laws and
regulations.
The realistic yield expectations (RYEs) in this
plan are based on one o r more of the
following:
• Default values approved by the N.C.
Interagency Nutrient Management
Committee that incorporate soil
productivity information, yield data, and
research with North Carolina soi Is, and
cropping systems. Additional information
on the default values may be found at:
http.-Ilnutrients.soil.ncsu.edu
Documented actual yield data from the
site, determined by the average of the
highest three yields of the last five
consecutive specific crop harvests. (For
forage crops, determine the average of the
highest three years of the last five years.)
• A fertilization rate recommended by North
Carolina State University may be used in
cases where no yield data or approved
RYE values exist for a crop.
An RYE inferred from a similar crop on a
soil with similar physical and chemical
features may be used for new crops or in
the absence of other RYE data. This
inferred RYE may ONLY be specified by a
certified Nutrient Management planner.
Erosion, runoff, and water management
controls have been planned, as needed, on
fields that receive nutrients.
When land receiving waste from a confined
animal feeding operation is grazed by
livestock, nutrients from any off -site forage
should be accounted for in the nutrient
management plan and quantified in approved
recordkeeping forms.
Soil Testing
This nutrient management plan has been
developed based on current soil test results
(no older than three years).
Soil samples must be collected and prepared
in accordance with North Carolina State
University or the North Carolina Department of
Agriculture and Consumer Services
(NCDA&CS) Agronomic Division standards or
recommendations.
Soil test analyses can be performed by any
laboratory or program that is certified by the
North Carolina Department of Environment
and Natural Resources (NCDE NR), Division of
Water Quality, Laboratory Section.
NCDA&CS Agronomic Division uses the
Mehlich-3 extractant process for soil testing.
Growers who utilize other laboratories m ust
request the use of the Mehlich-3 methodology
to ensure the test results are compatible with
North Carolina's nutrient management
planning and assessment tools. For statewide
consistency, all laboratories used must
provide fertilization recommendations using
guidelines and methodologies as referenced
at the NCDACS website:
www.nca.-,,r.comlaQronomilobook.htm
Growers are encouraged to use a laboratory
that is supported by field research within the
state.
Soil testing shall include analysis for all
nutrients for which specific information is
needed to develop the nutrient plan.
Plant Tissue Testing
Tissue.sampling and testing, when used, shall
be done in accordance with North Carolina
State University or NCDA&CS standards or
recommendations.
Practice Job Sheet: NC-590/633 (February 2009) page 4

Manure Testing
Nutrient values of manure and organic by-
products shall be established for planning
purposes based on laboratory analysis,
acceptable default values, or historic records
for the operation.
When determining actual application rates, a
laboratory analysis is required. State
regulations require that waste be tested within
60 days of utilization for some operations. I n
the case of daily spreading, the waste must be
sampled and analyzed at least once a year.
Acceptable laboratories incl ude the
NCDA&CS Agronomic Division, or others
certified by the NCDENR.
Field Risk Assessment
A field -specific assessment of the potential for
phosphorus transport from each field owned,
controlled or leased by the producer in the
waste management plan (or groups of similar
fields) has been conducted, using the North
Carolina Phosphorus Loss Assessment Tool
(PLAT). Additional Information on PLAT can
be found at the NC Nutrient Management
website:
hft .-Anufrienfs.soil.ncsu.edu/
PLAT assesses the potential for phosphorus
(P) to be transported f rom the site to surface
water through each of the four primary loss
pathways:
• sediment -bound P transported through
erosion,
• soluble P transported through surface
runoff,
• soluble P leached through the soil
profile, and
• non -incorporated source P transported
through surface runoff.
Based on the assessment of each loss
pathway, PLAT produces a single rating for
each field. As shown below, this rating will
identify whether nitrogen or phosphorus shall
be the rate -determining element in developing
the planned application rate for manure.
PLAT Rating Nutrient Application Criteria
LOW I Nitrogen -based manure
MEDIUM I Nitrogen -based manure
HIGH Manure application limited to
phosphorus removal from site
in harvested plant biomass.
VERY HIGH No additional manure or
starter P application to be
specified in plan for the site.
On all sites, regardless of the PLAT rating,
starter fertilizers may be recommended in
accordance with NCSU guidelines or
recommendations. Current NCSU
recommendations are that no starter P is to be
applied to soils or sites that have Very High
PLAT ratings.
In some cases, specific conservation practices
that reduce the potential for phosphorus
transport have been incorporated into PLAT.
Examples include buffers or filter strips,
ponds, water table management, and residue
management and conservation tillage.
Similarly, soil erosion rates, either existing or
planned, have been incorporated into your
PLAT analysis. This information is shown on
the PLAT results enclosed. Because the
management of the site actually affects the
PLAT rating, all practices identified on the
PLAT analysis (including any required to
achieve the specified erosion rate) must be
either already installed or included in a
Conservation Plan for the Nutrient
Management Plan to be approved.
Research results have show n that alum or
other similar compounds may bind to
phosphate in poultry litter, thus making
phosphorous less susceptible to losses in
runoff where litter is applied. It is important to
note that PLAT does not currently recognize
treatment of poultry litter with any additive as
having a "reducing" effect on P loss. These
products have also been show n to reduce
ammonia levels in poultry houses.
Nutrient Application Rates
Recommended nutrient application rates are
based on North Carolina State University or
NCDA&CS recommendations that consider
Practice Job Sheet: NC-590/633 (February 2009) page 5

current soil test results, RYEs, and
management.
Liming material shall be applied as needed to
adjust soil pH to the specific range required by
the crop or crops in the rotation for optimum
availability and utilization of nutrients.
The application amount and rate (in/hr) for
liquid wastes (e.g. applied through irrigation)
shall not result in runoff from the site. The
application shall not exceed the field capacity
of the soil. The planned rates of nutrient
application are shown on the attached sheets.
These rates have been computed as follows:
Nitrogen Application - When the plan is
nitrogen -based (a PLAT rating of Low or
Medium), the application rate of manure or
organic by-products shall be based on the
recommended nitrogen rate using the RYE
for the site (or a rate recommended by
NCSU or NCDA in the case of crops
without established RYEs). This may
result in an application rate for other
nutrients that exceeds the soi I test
recommendation.
When the plan is being implemented on a
phosphorus standard (a PLAT rating of
High or Very High), manure or other
organic by-products shall be applied at
rates consistent with the phosphorus
application guidance below. In such
situations, an additional nitrogen
application from non -organic sources may
be required to supply nitrogen at the rate
recommended by the RYE.
• Within the limits allowed by PLAT, manure
or other organic by-products may be
applied on soybeans at rates equal to the
estimated removal of nitrogen in harvested
plant biomass.
All nitrogen rates for hay production are for
pure grass stands. Due to the nutrient
recycling by grazing animals, the planned
nitrogen rate per unit yield for hay crops
shall be reduced by 25% for the portion of
the expected yield that is removed through
grazing.
• Phosphorus Application — When manure
or other organic by-products are used, the
planned rates of phosphorus application
shall be based on the PLAT rating for the
site, as follows:
Low or Medium Rating — The planned
manure or organic by-product application
rate is based on the nitrogen needs of the
crop.
High Rating — The planned manure or
organic by-product application rate is
limited to the phosphorus removal rate
of the harvested plant biomass.
Very High Rating — No additional
manure, organic by-product,or.starte r
P application is specified in the plan.
On all sites, regardless of the PLAT rating,
starter fertilizers containing nitrogen,
phosphorus, and potassium may be
recommended in accordance with North
Carolina State University guidelines or
recommendations. Starter fertilizers must
be accounted for in the nutrient
management plan as part of the nutrient
balance for the crop. Current NCSU
recommendations are that no starter P is
to be applied to soils or sites that have
Very High PLAT ratings.
A single application of phosphorus applied
as manure or organic by-product may be
made at a rate equal to the recommended
phosphorus application or estimated
phosphorus removal in harvested plant
biomass for the crop rotation or multiple
years in the crop sequence.
• When such single applications are
made, the rate shall:
♦ not exceed the recommended
nitrogen application rate during the
year of application, or
♦ not exceed the estimated nitrogen
removal in harvested plant bio-
mass during the year of application
when there is no recommended
nitrogen application, or
♦ not be made on sites with a Very
High PLAT risk rating.
Practice Job Sheet: NC-590/633 (February 2009) page 6

• Potassium Application — Planned
potassium application rates should
match the soil test recommended rates
ZINC
Mehlich-3 Index Action
300 (21 Ibs/ac)
Peanuts are very
sensitive to zinc, and
application on peanuts
should be limited. Seek
alternative sites when
possible. The risk of zinc
toxicity is greater with low
soil pH and has been
seen at Zn-I as low as
300. *
500 (35 Ibs/ac)
Critical toxic level for
peanuts. Cease
application on peanuts.
2,000 (142 Ibs/ac)
Caution: Seek alternative
sites when possible for
all crops. *
3,000 (213 Ibs/ac)
Critical toxic level for all
crops. Cease application
for all crops.
COPPER
Mehlich-3 Index Action
(Cu-I) _
2,000 (72 Ibs/ac) Caution: Seek altemative
sites when possible for
all crops. *
3,000 (108 Ibs/ac) Critical toxic level for all
crops. Cease application
on all crops. *
* Maintain pH at 6.0 on
_ these sites.
as closely as possible. (This is
particularly critical in situations where a
potentially harmful nutrient imbalance
in crops or forages may occur, such as
grass tetany). When using manure or
other organic sources., the addition of
potassium from non -organic sources
may be required.
Other Plant Nutrients - The planned
rates of application of other nutrients if
applicable are consistent with North
Carolina State University or the
NCDA&CS guidelines or
recommendations.
Nutrient Application Timing
Timing of nutrient application shall
correspond as closely as possible with
plant nutrient uptake characteristics, while
considering cropping system limitations,
Practice Job Sheet: NC-590/633 (February 2009)
weather. and climatic conditions, and field
accessibility. Nutrients shall not be applied to
frozen, snow-covered, or saturated soil.
Manure or organic by-products shall not be
applied more than 30 days prior to planting of
the crop or forages breaking dormancy.
For nutrients applied through irrigation
systems, application equipment should be
properly calibrated to ensure uniform
distribution of material at planned rates.
Plan Review and Revision Period
A thorough review and revision (if needed) of
the nutrient management plan shal I be
conducted on a regular cycle, not to exceed
five years. State and/or NPDES permitting
conditions may require more frequent plan
reviews and/or revisions. For NPDES
operations, changes to the plan m ay trigger
Permit revision process.
Heavy Metals Monitoring
For animal waste, including sludge, zinc and
copper concentrations shall be monitored and
alternative crop sites for application shall be
sought when these metals approach
excessive concentrations. The following
criteria and actions are provided:
When sewage sludge is applied, the
accumulation of potential pollutants (including
arsenic, cadmium, copper, lead, selenium,
and zinc) in the soil shall be monitored in
accordance with the US Code, Reference 40
CFR, Parts 403 and 503, and applicable state
and local laws or regulations. Additional
information on heavy metal criteria for sewage
sludge may be found in Land Application of
Sewage Sludge, E PA/831-B-93-002b
publication number at:
http://www. eoa. govinpdes/pubs/sluctqe.,o
ADDITIONAL REQUIREMENTS FOR
MINIMIZING DELIVERY OF NUTRIENTS TO
SURFACE AND GROUNDWATER
In areas that have been identified as impaired
with agricultural nutrients being a li kely
source, an assessment shall be completed of
page 7

the potential for nitrogen or phosphorus
transport from the site. (The streams/water
bodies in this category are listed in the USDA-
NRCS Field Office Technical Guide, Section I,
and the list is also available in the NCA NAT
software.)
✓❑ NO
This nutrient management plan IS NOT
in an area where surface waters are
impaired, with agricultural nutrients
identified as a likely source. The
Leaching Index (LI) is not required.
❑ YES
This nutrient management plan IS in an
area where surface waters are impaired,
with agricultural nutrients identified as a
likely source. The Leaching Index (LI) is
included in this plan.
While the results of the LI do not affect your
planned nutrient application rates, some
additional conservation practices may be
specified in the plan to reduce the risk of
nutrient movement from the field, if applicable.
IMPORTANCE OF MANAGING NUTRIENTS
Nitrogen and phosphorus are water soluble
elements and either or both may be a
component of organic and inorganic fertilizers
In soluble forms, both can move with water as
leachate down through the soil, or over the
soil surface as runoff after rainfall. While
nitrogen and phosphorus exist in different
forms and may move through different
transport processes on the same site, they
both can have detrimental effects on both
surface and shallow ground water quality. As
an example, excess nutrients can result in
accelerated eutrophication with severe algal
blooms and fish kills.
Because of the topography, hydrology, and
other factors in the state, the environmental
problems from excess nutrients reaching
surface water may not be exhibited near the
contributing source, but rather create water
quality problems far downstream.
Practice Job Sheet: NC-590/633 (February 2009)
Consequently, the Neuse River Basin, Tar -
Pamlico Basin, the Chowan River, the
watershed of the B. Everett Jordan Reservoir,
and the watershed of the New River in Onslow
County are listed as Nutrient Sensitive waters
in North Carolina.
Nitrogen: Nitrogen applied as fertilizer or
organic material is transformed into nitrate
and can move with the water moving
downward into the shallow ground water and
eventually to surface waters. (Relatively small
amounts of nitrogen reach our surface waters
through rainfall runoff. ) The Leaching Index
(LI) is a required part of the nutrient
management plan in some areas of the state
with surface water impairments. The LI uses
soils information and local climate data to
assess the potential hazard from leaching of
nutrients. The results of the LI analysis and
recommended actions are included in your
nutrient management plan, if applicable.
Phosphorus: Research in recent decades
indicates that, with high soil phosphorus
levels, phosphorus has more potential to be
transported off -site than recognized in the
past. Phosphorus can be transported in
several ways: (1) attached to soil particles
leaving the field through erosion, (2) in soluble
form leaving the field in surface runoff, and (3)
in soluble form leaching downward through
the soil profile, and eventually into surface
water. Unlike nitrogen, the most likely
transport pathway for phosphorus varies by
site, and depends upon such factors as soil
erosion rate, soil phosphorus levels, texture of
soils, existence of buffers, and other factors.
In N.C., PLAT is the tool used to assess
potential excessive phosphorus losses. The
results of the PLAT analysis and
recommended actions are included in your
nutrient management plan, if applicable.
If a site receives a PLAT rating of Low or
Medium, then applying manure at rates based
on the nitrogen needs of the crop is allowed.
It is important to realize that this may result in
phosphorus being applied at rates th at
significantly exceeds the crop's phosphorus
removal rate. In these cases, the planned
nutrient application rate is not sustainable,
and eventually a PLAT rating of High may be
reached.
page 8

OPERATION & MAINTENANCE
You are responsible for safe operation and
maintenance of this practice, including all
equipment. The following Operation &
Maintenance should be conducted:
1. Review the plan annually to determine if
adjustments or modifications to the plan
are needed. (The S.B.' 1217 interagency
group guidelines accepted by the N.C.
Division of Water Quality for "Sec .1300"
operations specify a plan revision when
there are changes in crops or cropping
patterns that utilize more than 25 percent
of the nitrogen generated by the
operation.) For NPDES operations, plan
revisions may trigger permitting process
that includes public review of NMP/WUP.
As a minimum, nutrient management
plans shall be thoroughly reviewed every
five years and revised if necessary. The
next review will be performed in
;2 01(".
2. Protect fertilizer and organic by-product
storage facilities from weather and
accidental leakage or spillage.
3. Ensure proper calibration of application
equipment to ensure uniform distribution of
material at planned rates.
4. Inspect and maintain the equipment and
facilities used to implement the Nutrient
Management/Waste Utilization Plan
regularly. Any needed repairs should be
made in a timely manner.
5. Review the Emergency Action Plan, if
applicable, annually.
6. Records should be maintained for five
years, or for a period as required by other
Federal, state, or local ordinances, or
program or contract requirements. To
ensure adequate information exists to
support sound nutrient management,
NRCS recommends the following records
be included:
Soil test results and recommendations
for nutrient application,
Quantities, analyses and sources of
nutrients applied (When the actual
rates used exceed the recommended
and planned rates on inorganic
fertilizer plans, records should indicate
the reasons for the differences, e.g.
inability to acquire custom blended
fertilizer.)
Dates and method of nutrient
applications,
7. Ensure that workers are protected from
and avoid unnecessary contact with
inorganic fertilizers and organic by-
products. Protection should include the
use of protective clothing when working
with plant nutrients. Extra caution must be
taken when handling ammonia sources of
nutrients, or when dealing with organic
wastes stored in poorly ventilated
enclosures.
8. Properly dispose of material generated by
the cleaning of nutrient application
equipment. Excess material should be
collected and stored or field applied in an
appropriate manner. Excess material
should not be applied on areas of high
potential risk for runoff or leaching.
• Properly dispose of or recycle nutrient
containers according to state and local
guidelines or regulations.
• Crops planted, planting and harvest
dates, yields, and crop residues
removed,
• Results of water, plant, and organic by-
product analyses, and
• Dates of review and person performing
the review, and recommendations that
resulted from the review.
NOTE: State and federal permitting
requirements or regulations may define
record -keeping requirements for some
operations.
Practice Job Sheet: NC-590/633 (February 2009) page 9

NCANAT Version: 2.04
PLAT Results For: Sampson 5/13/2011 7:45:43 AM
11012111<
Calendar Year:
2011
County:
Sampson
Producer Identifier:
James Lamb
Tract Number:
10941, 10942
Field Number:
3, 5
Soil Series:
NoA: Norfolk loamy sand, 0
to 2 percent slopes
Crop:
Hybrid Bermudagrass (Hay)
Fertilizers:
Swine -Lagoon liquid
Yearly Applied Amount:
6 ac in
Lb P205:
53.4 lb
Application Method:
All other surface
applications
Soil Loss:
0.2 t/ac/yr
Receiving Slope Distance
0-9 ft
Soil Test 0" - 4"
179
WV Factor (DATABASE)
1.4
Hydrologic Condition:
GOOD
OUTPUTS
PARTICULATE P = 1
SOLUBLE P = 4
LEACHATE P = 0
SOURCE P = 6
TOTAL P RATING = 11 (LOW)

CONSERVATION PLAN MAP Date: 1/28/2011
Customer(s): JAMES L LAMB Field Office: CLINTON USDA SERVICE CENTER
Agency: USDA-NRCS '
District: SAMPSON SOIL & WATER CONSERVATION DISTRICT Assisted By: John G Thompson 4
State and County: NC, SAMPSON
Legend
Practice name
Composting Facility
Tract/Field Boundary
N
W+E
k6mov 660 0 660 11320 S
Image: 2010 Aerial Photograph Feet

SAMPSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWO) 910-486-1541
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-BV96
SOIL. & WATER CONSERVATION.DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592-7161
This plan will be implemented in the event that wastes from. your
operation are leaking, overflowing, or running off the site. You should
NOT wait until wastes reach surface waters or leave your property to
consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following
are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may
or may not be possible. Suggested responses to problems are
listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any
permanent alteration of the dam should be approved by a
qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon -hold waste in the
house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
S. Runoff from waste application field -action include:
a. Immediately stop waste application.
b. Create a temporary diversion or berm to contain the
waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the
runoff.
e. Evaluate the application rates for the f_i_elds where
runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
e. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -actions
include:
a. Stop recycle (f.lushing system) pump.
b. Stop irrigation pump.
C. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, ❑r solid
separators.
e. Repair all leaks prior to restarting pumps.

E. Leakage from base or sidewall of lagoon. Often this is seepage
as opposed to flowing leaks -possible action:
a. Dig a small sump or ditch to catch all seepage, put in a
submersible pump, and pump back into lagoon.
b. If holes are caused by burrowing animals, trap or remove
animals and fill holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side
walls and the lagoon bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what
duration?
c. Any damage noted, such as employee injury, fish kills, or
property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface
waters?
f. Could a future rain event cause the spill to reach
surface waters?
g. Are potable water wells in danger (either on or off of
the property)?
h. How much reached surface waters?
3. Contact appropriate agOncie.s.
a. During normal business hours, call your DWQ (Division of
Water Quality) regional office, at 910-486-1541, after
hours, emergency number:919-733-3942. Your phone call
should include: YOUR NAME, FACILITY, TELEPHONE NUMBER,
THE DETAILS OF THE INCIDENT FROM ITEM #2 ABOVE, THE
EXACT LOCATION OF THE FACILITY, AND THE LOCATION OR
DIRECTION OF MOVEMENT OF THE SPILL, WEATHER AND WIND
CONDITIONS. THE CORRECTIVE MEASURES THAT HAVE BEEN UNDER
TAKEN, AND THE SERIOUSNESS OF THE SITUATION.
b. If spill leaves property or enters surface waters, call
local (EMS) Emergency Management Services at
910-592-8996.
c. Instruct EMS to contact local Health Department.
d. Contact local SAMPSON Soil and Water Conservation
District (SWCD), Natural Resources Conservation Service
(NRCS) office at 910-592-7963 and Cooperative Extension
Service (CES) at 910-592-7161 for advice/technical
assistance.
4. If none of the above works call 911 or the sheriffs Department
and explain your problem to them and ask that person to contact
the proper agencies for you.

5. Contact the contractor of your choice to begin repair of the
problem to minimize off -site damage.
a. Contractors Name: \hJF_L_ .S C'orS7euCTro,1
b. Contractors Address: -rv2KEy Nc.
c. Contractors Phone: 592- 57o S
6. Contact the technical specialist who certified the lagoon (NRCS,
Consulting Engineer, etc.)
a. Name: M, F-64AN40 -s. P.C.
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance
agencies to rectify the damage, repair the system, and reassess
the waste management plan to keep problems with release of wastes
from happening again.
8. If you are a contract swine grower associated with a swine
company integrator, contact the company representative at
1-910-592-5771

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids ❑ Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
❑ Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids f- Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation 9' Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage 13"-Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
❑ Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day. interval
during winter).
Feed Storage • Accumulations of feed residues W Reduce moisture accumulation within and
4
t
Q1
AMIC - November 11, 1996, Page 1
around. immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
❑ Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
RMPs to Minimize Odor Site Specific Practices r u
O Vegetative or wooded buffers;
O Recommended best management practices;
t" Good judgment and common sense
Animal body surfaces
• Dirty manure -covered animals
E! Dry' floors
Floor surfaces
• Wet manure -covered floors
Slotted floors,
O Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
_
O Underfloor ventilation for drying
Manure collection pits
. Urine;
W Frequent manure removal by flush, pit recharge,--
• Partial microbial decomposition
or scrape;
O Underfloor ventilation
Ventilation. exhaust fans
Volatile gases;
C fan rnaintcnancc; —--
Dust
Q" Efficient air movement
Indoor surfaces
Dust
O' Washdown between groups of animals;
W Feed additives;
t3' Feeder covers;
I" Feed delivery downspout extenders to feeder
Flush tanks
• Agitation of recycled lagoon
covers
O Flush tank covers;
liquid while tanks are filling
O Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater
O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled lagoon
O Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti-siplion vents
Lift stations
• Agitation during sump tank
CI Sump tank covers
filling and drawdown
Outside drain collection
• Agitation during wastewater
O Box covers
or junction boxes
conveyance
AMOC November 11, 1996, Page 3

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

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
❑ Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
7 U Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from'NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
ElAny 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).
aMass 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.
1�u Z ," / 3-,,27-11
Signature of Farm Owner/Manager Date
Z,
Signature of Technical Specialist Date

Lt1tTVV1V iJL.71V1V
0,
,ator:LAMB FARMS
County: SAMPSON
Date:
JAMES LAMB
!as
the site evaluation
been completed
&
approved:
YES
1.
AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs. _
0 sows (farrow to
feeder)
x
522
lbs. _
0 head (finishing
only)
x
135
lbs. -
0 sows (farrow to
wean)
x
433
lbs. _
3040 head (wean to feeder)
x
30
lbs. _
Describe other
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 91200 cubic fit (includes
1
3.�' STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 22800.0 cubic feet
4. TOTAL.DESIGNED VOLUME
s
03/12/97
0 lbs
0 lbs
0 1 bs
0 1 bs
91200 lbs
0 1 bs
91200 lbs
0 cu. ft. add. treat. vol,)
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (fp:et) -----------------
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 LENGTH
3.0 3.0 3.0 3.0 234.0
AREA OF TOP
LENGTH * WIDTH =
234.0 134.0
AREA OF BOTTOM
LENGTH * WIDTH =
168.0 68.0
240.0
140.0
53.00
41.00
1.00
0.00
3.0 1
WIDTH DEPTH
134.0 11.00
31356 (AREA. OF TOP)
11424 (AREA OF BOTTOM)
.AREA OF MIDSECTION
LENGTH * WIDTH * 4
201.0 101.0 81204 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
31356 81204
11424 1.83
Total Designed Volume Available = 227304 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
240.0 140.0 0.0
33600.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 33600.0 square feet
Design temporary storage period to be 180 days.
A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 91200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 166592 gals. or 22271.7 cubic feet
c. Volume of excess water
Volume = 611.4 gallons/day * 180 days storage/7.48 gallons
Volume = 14713.6 cubic feet per GF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 13.3 inches
180 days rainfall = 21.7 inches
Volume = 21.7 in * DA / 12 in. per fit. = 60760 cubic feet runoff
Volume = 13.3 in * lagoon DA/12 in./ft = 37324 cubic feet evap.
Volume = 23436 cubic feet

-5L3. Volume of 25 year 74 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in,
Volume = 14.0 inches / 12 inches per foot * DA
Volume = 39200 ,cubic feet
aE. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 22272 cubic feet
5B. 14714 cubic feet
5C. 23436 cubic feet
5D. 39200 cubic feet
5E. 0 cubic feet
TOTAL 99621 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 rain__________________________________:
7.0
inches
Freeboard___________________________________>
1.00
feet
Side slopes____________________ ---------- ____>
3.0
1
Inside top length====_______________________>
240.0
feet
Inside top width____________________________>
140.0
feet
Emergency spillway elevation(if planned)====>
52.00
feet NoTP&AnncO
Top of dike elevation====___________________>
53.00
feet
Bottom of lagoon elevation__________________>
41.00
feet
Top of sludge elevation_____________________>
42.80
feet
Total required volume_______________________>
213621
cu. ft.
Actual design volume________________________>
227304
cu. ft.
Seasonal high watertable elevation (SHWT)===>
46.30
feet
Stop pumping elev.__________________________>
48.00
feet
Must be > or = to the SHWT elev.====______>
46.30
feet
Must be > or = to min. req. treatment el.=>
47.00
feet
Min. Required treatment volume______________>
91200
cu. ft.
Volume at stop pumping elevation=====_______>
95849
cu. ft.
Start pumping elev._________________________>
50.60
feet
�K
Must be at bottom of F.B. & 25 yr, rainfall_
& heavy
rain
Act, vol. less 25 yr. and heavy rainfall====>
188104
cu. ft.
Volume at start pumping elevation=====______>
185537
cu. ft.
Required volume to be pumped________________>
6C;421
cu. ft.
Actual volume planned to be pumped=====_____>
66761
cu. ft.
Min, thickness of soil liner when required==>
1.6
feet
7. DESIGNED BY : dd. APPROVED BY: /% 4---!ET e
1�,�WnMI btlw
'
DATE: 31 tz 197 DATE: 411W97

SC S- EN G- 538
Rev. 5-70
U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME S L A>"P nuRSf-e DISTRICTSArAfBO✓I
DATE 0 / - 'c' - -. _ COUNTY SAM P S O"
S. C. S. PHOTO SHEET NO. _ WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES W 1 1_ s o n
WOODLAND ACRES TOTAL ACRES POND CLASS I WORK UNIT CONSERVAT'IO.NIST
SKETCH Or PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. kale 1" = feet)
Locate reference point in center line of darn and identify on stretch.
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BORINGS MADE BY SIGNATURE &
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10
0
US STANDARD SIFvF ca�ee
GRAIN SIZE IN MILUMETERS
80in C088LES GRAVEL SAND - -
DERS _ COARSE FINE COARSE MEDIuM j
8C)AiNGNO. 1 ELEV./DEPTH NAT.WC I LL., pL pl
Jamie s 13ESCRiPT10N DR CLASSIFICATION
Lamb 'I/A 20.1 35 21 � 14 Tan Clayey Med. to Fine SAND
(SC)
S-8
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JOB NO 1053326L3`
° ME SF'..006
(REV. 5193)
0.01 0,001
FINES
SILT SIZE$ CLAY SIZES
GRAIN SIZE DISTRIBUTION
BrNRON�L11 ViC�S
n.r � yt!'IMA
100
90
80
70
60
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40
30
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0

U. S.-Department of Agriculture
Soil:Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner LAMS FARM _�,TAMES C AMJt l County SAApSoN
Community or Group No.
Conservation Plan No.
Estimated Depth of Water to Top of Dam __ 11__Ft. Length of Flood Pool 2-40 _—Ft,
Date of Field Hazard Investigation 3 )3197
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Reach: Length: Width: Slope: Land Use
Ft. Ft. %
vJaobC*no
1 Too 3
�?
2
3 . T
: Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Improvements : Above :Floodwater Above
Flood Plain: Flood Pl.ain
4 Ft. Ft.
Nome 25
NO N -Z 5— 444
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach A SiMEN BMACH of THE STRUCTURE wiI.L 4QT GAvse
5 PjIF1CANT DAMA66 T'c, An1XIr�fayemenligyLAGooN
IS
APPRox,
Tao FEES
FROM Woaa
6081'
BRANC41, Z200 Fir FROM SR1►4i Ano 52o0.FE�-r
To_SR1145
THAT Flows
it4c 80CIepOeN
BeAlICK
Hazard Classification of Dam (a, b, c).(see NEM-Part 520.21) a
Dam Classification (I, II, III, IV, V)
name (title)
Concurred By 1/ , 2 "
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed,
Date 3 111-19-7
Date 41r4(g7

f
OPERATION AND MAINTENANCE PLANSHEET 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:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.60 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.00 . This temporary
storage less 25 yr and heavy rain contains 66761 cubic feet or
499369 gallons.

SHEET 2 OF 2
4. The recommended maximums 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.
b. 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.
B. 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 1S 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.

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 "cheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for"compaction and moisture.
For the embankmentr
, use the more impervious materials from, the required
excavations. Construction o+ 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
Soil liner- material shall come from an approved borrow area. The
.minimum. water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall. .be added to borrow as necessary to.insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single most important factor affecting the overall compacted per ine-
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 fleet
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 tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified.construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 HALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

LAME )AR* `
SAMpson C* .
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width 12�
Confinement Bldg.
53. =s _ 53 . G
J r J
Pit
Settled Top Elevation
Pipe Invert Elevation
�IsS -3 a T SS 3 .
i
i� Treatment
7
Pipe (Needs to be adequa ely
supported)
Bottom Elevation 4(.011
Lagoon
Depth
1
i
i
SS 3 l
NOTE: FLEXIBLE PIPE SHALL BE ATTACHED TO OUTLET PIPES TO DISCHARGE WASTE BELOW LAGOON SURFACE -
RIP -RAP OR OTHER SUITABLE MATERIAL WILL BE.PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY
LINER

SAv oN Co .
TYPICAL CROSt-SECTION OF
LAGOON CONSTRUCTION WITH
PARTIAL - CLAY LINER
53.
1.6FEfT THICK CLAY LINER
FILL (MINIMUM) — i
AVERAGE GROUND FILL
GROUND
VARIABLE EXCAVATE THIS AREA AND
SANDY MATERIAL BACKFILL WITH CLAY VARIABLE SANDY MATERIAL
NO CLAY NO CLAY
1.6 FEET TNIC
CLAY LINER .6 FEET THICK
SANDY CLAY -CLAY
EXCAVATE CLAY LINER
SANDY CLAY -CLAY
4_ 39.0
ADDITIONAL` EXCAVATION DUE TO LINER:
AVERAGE DEPTH TO CLAY X 1.6 FEET THICK X DISTANCE 5(.7Z8*__CUBIC FEET Ziol (;
-- _ _. UBIC YARDS
27 CUBIC
IC YARDS
NOTE: 141EN AREAS OF UNSUITABLE MATERIAL ARE ENCOUNTERED, THEY WILL NEED TO BE EXCAVATED A MINIMUM OF 1.5
FEET BELOW GRADE, BACKFILLED AND COMPACTED V1111 A SCS APPROVED MATERIAL (SC, CL, C11).

i
Freeboard (1.0 Iool` minimum) 1/
oDepth of 25-yeor, 24-hour storm event on lagoon surface
0
LAm!& FARm
SANinsonf CO.
53. o
ft�W�f7o� Pf,Ann
Crest of spillway or
„
50.6_
"Heavy Rainfall" Factor - As a minimum must be equal to or greater than the
other outllow device
a
—
depth of 25-yeor, 24-hour storm on the lagoon surface
(where permissible)
a
T
Depth of normal precipitation less evaporation on the lagoon surface
Maximum elevation
n
u
Maximum operating level
accumulated during the treatment period
for pump OtJ
►-
Ac 8.0
Volume o manure, woslewaler, and excess water accumulated Maximum
drowdown
—
Burin the treatment eriod f WSV
T
6 foot minimum
1�
NOW
lho minimum treatment volume for an
anaerobic waste treatment lagoon I■
based on vdolls solids.
Minimum Ireolmenl volume (►ATV)
Volume of accumulated sludge for period
betweensludge removal events (SV)
l FIGl1RE A - TYPICAL ANAEROBIC LAGOON CROSS SECTION
b to Z ----
o
t
t
t0 Z
to n
} --7- — —Pump OFF
4 fool minimum
'_42$_1--------
1/
If on emergency spillway Is used. the design depth
Of now must be added to the freeboord.

soil Conservatlan Service
Rev. 7/91
In
PLAID OF EXCAVATED WASTE STORAGE PIT
NAME: L10M -FA kAk __bate: 3 1`L 97
county: StOmPso4
Address: CLINTOW Nc 2.8328
LElr6T11 Z yp , --
CI OE SLOPE �4- TO 1 /�
o 63• - AVE. TOP ELEV. /�
Z !
W rip SECTION ��
t�
\ // + AVE. 00TTOY ELEV.
�— L EN6T11 lips
(w bzck for vattspa aladatlam) -
Use of facility: AnIMAL. WASTE 12EATMLA i _4A6aolJ
Capacity* � 7Oo ;L -dons 2Z-730It Ft3
Soil Type: W a �v - - -'
Bench ftrk Description 17 A I L. fN _ Trte E L o CA rE Q No g.r r� _ e v sTd Ti o m
Bottom
Kormal Liquid Level
Storage for normal Precip.
Maximum Liquid bevel
25 yr. Storm Storage
Crest ESW
Max.Flow Depth
Freeboard
Top of Dam
Merv.
41.0
Elov.
(+)
i Ft.
(+)
1.0 Ft.

OH-Ver-1.44
US Department of Agriculture'
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
LAMB FAFRM
in
SAMPSON County, North Carolina
Designer : GLENN CLIFTON Checker ------
Date : 03/12/97 Date _
Job Number 936
LAGOON EXCAVATION
TEMPLATE DATA:
Beginning Elevation = 41
Beginning Sta_ti_o_n____=_ __54+_a_1__
54+.1 to 248+.9
3ECTION.NUMBER 1
,Centerline Station 54+.1
❑RIGINAL DATA:
200.0 / 50.0 300.0 1 49.1
C\3CL68/3
0.00000 ft/ft
400.0 / 47.9 450.0 / 47.4
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
200.0 / 50.6 300.0 / 49.9 400.0 / 49.6 450.0 / 49.4
gECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
200.0 / 50.8 300.0 / 51.1 400.0 51.3 450.0 ! 51.0
'ECTION NUMBER 4
Centerline Station 248+.9
ORIGINAL DATA:
200.0 / 50.6 300.0 / 51.0 400.0 / 51.3 450.0 / 50.9

UH-ver-1.44
US Department of Agriculture:'
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
LAMB F-AFRM
in
SAMPSON County, North Carolina
Designer-: GLENN CLIFTON Checker
Date : 03/12/97 Date
Job Number 936
LAGOON EXCAVATION FOR LINER
TEMPLATE DATA:
Beginning Elevation = 39.4
Beginning Station = 49+.3
49+.3 to 253+.7 C\3CL68/3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 49+.3
ORIGINAL DATA:
200.0 / 50.0 300.0 / 49.1 400.0 / 47.9 450.0 ! 47.4
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
200.0 / 50.6 300.0 / 49.9 460.0 / 49.6 450.0 / 49.4
EGTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
200.0 / 50.8 300.0 / 51.1 400.0 ! 51.3 450.0 / 51.0
'ECT I ON NUMBER 4
Centerline Station 253+.7
ORIGINAL DATA:
200.0 / 50.6 300.0 ! 51.0 400.0 / 51.3 450.0 / 50.9

u"-ver-i . 4A+
US Department of Agri culturer'
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
LAMB F ARM
in
SAMPSON County, North Carolina
Designer
: GLENN
CLIFTON
Checker
Date
: 03/12/97
Date
Job Number 936
LAGOON
EXCAVATION
:k* EXCAVATION
FILL *�k
Bot
Left Right
Off-CL
CL
Dist
Area
Volume ;
Area
Volume
4idth
SS SS
(ft)
Sta
(ft)
; (SgFt)
(Cu.Yds) ;
(SgFt)
(Cu.Yds)
68
3:1 3:1
296.0
54+.1
706.2
;
0.0
'
46
1309.1
0.0
'8
3:1 3:1
296.0
1+00
; 834.0
;
0.0
'
100
4705.4 ;
0.0
68
3:1 3:1
296.0 ;
2+00
1000.0
;
0.0
'
49
6506.5
0.0
68
3:1 3:1
296.0 ;
248+.9
; 991.1
;
0.0

US Department of Agr-ioulturv'
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
L-ic1ME3 RAFdM
in
SAMPSON County, North Carolina
Designer : GLENN CLIFTON Checker
Date : 03/12/97 Date _
Job Number 936
LAGOON EXCAVATION FOR LINER
-Hot
Left
Right
Off-CL
CL
4idth
SS
SS
(ft)
; Sta
68
3:1
3:1
296.0
49+.3
68
3:1
3:1
296.0
; 1+00
08
3:1
3:1
296.0
2+00
68
3:1
3:1
296.0
253+.7
** EXCAVATION **
**
FILL **
Dist
;
Area
Volume
Area
Volume
(ft)
(SgFt)
(Cu.Yds)
(SgFt)
(Cu.Yds)
896.7
0.0
51
;
1814.3
0.0
1035.7
0.0
100
;
5980.2
0.0
1213.9
0.0
54
;
8384.9
0.0
1204.3
6501
0.0
/8.7(0 CvY4S
FOR L14ER

un-ver-i . t,+
US Department of Agriculture:'
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
L A M B F=- g R M
in
SAMPSON County, North Carolina
Designer : GLENN CLIFTON Checker
Date : 03/12/97 Date _
Job Number 937
t
PAD FILL
TEMPLATE DATA:
Beginning Elevation = 53.27
Beginning Station = +45
+45 to 1+00
1+00 to 2+10
2+10 to 2+65
TION NUMBER 1
Centerline Station +45
ORIGINAL DATA:
0.0 / 50.5 100.0 ! 51.3
D/4CL170\4
D/4CL170\4
D/4CL170\4
0.00000 ft/ft
-.00250 ft/fit
0.00000 fit/ft
200.0 / 50.8 300.0 / 50.0
ECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA;
0.0 / 51.0 100.0 / 51.3 200.0 / 50.9 300.0 / 49.9
.ECTION NUMBER 3
Centerline Station 2+10
ORIGINAL DATA: -
0.0 / 49.3 100.0 ! 50.5 200.0 1 50.7 300.0 ! 50.2
iECT,ION NUMBER 4
Centerline Station 2+65
ORIGINAL DATA:
0.0 / 48.6 100.0 / 50.1 200.0 / 51.0 300.0 / 50.6

UH-ver-1.44
US Department o•f Agriculture`
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
LAMB FAFRM
in
SAMPSON County, North Carolina
Designer
: GLENN CLIFTON
Checker
Date
: 03/12/97
Date
Job Number 937
PAD
FILL
EXCAVATION*
FILL *�k
`Top
Left Right
❑ff-CL
C'L
Dist
Area
Volume ;
Area
Volume
Aidth
55 S5
(ft)
Sta
(ft)
; (SgFt)
(Cu.Yds)
(SgFt)
(Cu.Yds)
170
4:1 4:1
45.0
0+45
;
0.0
;
406.3
55
0.0
810.0
"70
4:1 4:1
45.0
1+00
; 0.0
;
389.0
110
0.0 ;
2544.0
170
4:1 4:1
45.0
2+10
0.0
;
462.2
55
;
0.0
3518.8
170
4:1 4:1
45.0
2+65
; 0.0
;
494.8

Natural Resources Conservation Service
s I
EARTHWORK COMPUTATION SHEET
Rev.
NAME: LAMB FARM
SETTLED TOP DIKE ELEVATION
TYPE EARTHWORK: X Dike
STATION
ELEV.
FILL
--------------------------
GROUND
HEIGHT
0
49.5
3.5
21
49.4
3.6
67
48.5
4.5
173
47.0
6.0
249
49.5
3.5
349
51.2
1.8
425
51.3
1.7
-531
50.7
2.3
577
50.8
2.2
638
50.3
2.7
53.0
_3:1_ SS
_ 12'_Top:
Exca.v:
Pad
END AREA
SUM OF
DISTANCE
DOUBLE
(Sq. Ft.)
---------------------------------------------
END AREAS
(feet)
VOLUME
78.75
82.08
160.83
21.00
3377
114.75
196.83
46.00
9054
180.00
294.75
106.00
31244
78.75
258.75
76.00
19665
31.32
110.07
100.00
11007
29.07
60.39
76.00
4590
43.47
72.54
106.00
7689
40.92
84.39
46.00
3882
54.27
95.19
61.00
5807
-----------------------
638.00 96315
1. Double Volume of Fill = 48157.3 Cu. Ft.
2. Volume of fill (line 1/27) = 1783.6 Cu. Yd.
3. Allowance for settlement(5%) = 89.2 Cu. Yd.
4. Total Cubic Yds (2 + 3)) - 1872.8 Cu. Yd.
Computed by: -g. A ww
Date: 03/12/97
Checked by:

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 LENGTH
3.0 3.0 3.0 3.0 249.6
AREA OF TOP
LENGTH * WIDTH =
249.6 149.6
AREA OF BOTTOM
LENGTH * WIDTH
168.0 68.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
249.6
149.6
53.00
39.40
0.00
0.00
3.0 1
WIDTH DEPTH
149.6 13.60
37340 (AREA OF TOP)
11424 (AREA OF BOTTOM)
208.8 108.8 90870 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
37340 90870 11424 2.27
Total Designed Volume Available = 316504 CU. FT.
56 7Z9 Co. F 7.
1.7
9

TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Tdp.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 LENGTH
3.0 3.0 3.0 3.0 240.0
AREA OF TOP
LENGTH * WIDTH =
240.0 140.0
AREA OF BOTTOM
LENGTH * WIDTH =
168.0 68.0
240.0
140.0
53.00
41.00
0.00
0.00
3.0 : 1
WIDTH DEPTH
140.0 12.00
33600 (AREA OF TOP)
11424 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
204.0 104.0 84864 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
33600 84864 11424 2.00
Total Designed -Volume Available = 259776 CU. FT.
I

' 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 130 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any- time between these two
elevations for operating convenience as site conditions permit, such. as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to.`prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging i.s_ 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 50.60 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.00 . This temporary
storage less 25 yr and heavy rain contains 66761 cubic feet or
499369 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.
B. 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.