090205_CORRESPONDENCE_20171231

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NORTH CAROLINA
Department of Environmental Qual

North Carolina
Beverly Eaves Perdue
Governor
Awr�� �......
HCDEHR
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
April 29, 2011
A. J. Linton
Rose Tract Finishing Farm Sites #1, 2, 3
P.O. Box 1139
Wallace, NC 28466
Subject: Rescission of Animal Waste Permit
Certificate of Coverage No. AWS090205
Bladen County
Dear Mr. Linton:
Dee Freeman
Secretary
RECEIVED
MAY 0 3 20;1
DENR-FAYMEWLLE REGIONAL OFFICE
In accordance with your April 28, 2011 request for the rescission of the Swine Waste General
Permit issued to a proposed facility that was never built, Certificate of Coverage No.
AWS090205 is rescinded, effective immediately.
If, in the future, you wish again to operate an animal waste management system you must first
apply for and receive a new animal waste permit Certificate of Coverage. Operating an animal
waste management system without a valid animal waste permit Certificate of Coverage will
subject the responsible party to a civil penalty of up to S25,000 per day.
Please contact the Fayetteville Regional Office at [phone] if it would be helpful to
discuss this matter further.
Sincerely,
- � � 0. , "�'
P
-rdf Coleen H. Sullins
cc: Fayetteville Regional Office, Aquifer Protection Section
Bladen County Soil & Water Conservation District
Technical Assistance and Certification Unit
Fran McPherson, DWQ Budget Office
APS Central Files (Permit No. AWS000205)
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699.1636
Location: 2728 Capital t3aulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1' 919-715-0588; FAX 2: 919.715.60481 Customer Service: 1.677-623-6748
Internet: www.ncwaterqualitv,cra
011C
NortliCarolina
naturally
An Equal Opportunity 1 Affirmatva Action Employer

❑_❑ Iamley-Horn
and Associates, Inc.
. RECEIVED
Waste Utilization Plan
Producer:
Murphy Family Farms FAYETTEVILE
Location:
Rose Tract Finishing Farm Complex (2) — Ig WiFA92
Telephone:
[phone]
rY
r
Prepared by:
Robert M. Miller, P.E. and Tara Disy,;
n
Kimley-Horn and Associates, Inc.
Prepared for:
Jimmy Sauls 1
;
Murphy Family'Farms
Date:
June 11, 1997
Type of Operation:
Swine: feeder -to -finish
Numberaf Animals:
36,720 (5 farms each with 6 houses @ 1,224 animals each)
(design capacity)
Waste Source:
Anaerobic lagoon liquid
Limiting Nutrient:
Nitrogen (Bladen County not within area covered by the Coastal Zone
Management Act, which also addresses phosphorus.)
The purpose of a waste utilization plan is to provide the guidance and documentation so that
waste generated on farm can be land applied at a specific rate to prevent pollution of either
surface water or groundwater. This waste utilization plan is for a portion of a new finishing farm
complex. The entire complex consists of eight separate finishing farms and two separate
irrigation systems. $, is portion consists of five separate finishing farms, each with its own
lagoon and each with barns housing 1,224 animals, to be located in Bladen County, North
Carolina, approximately 4 miles east of the intersection of US 701 and NC 41.
The farm complex will use land application of the lagoon liquid onto bermudagrass crops. For
the purposes of farm certification, each finishing farm, containing six houses of 1,224 pigs each,
and one lagoon will be registered separately. This waste utilization plan, however, addresses all
five farms and lagoons as they will share an irrigation and cropping system. Copies of the USGS
topographic maps (White Lake and Singletary Lake quadrangles) and the Soil Survey map
(Bladen County) showing the site location are attached. A site plan showing the layout of the
farm complex, location of land application areas, and the general site configuration is also
included.
The effectiveness of the waste utilization plan in meeting its objectives is directly dependent on
proper farm management and implementation of the plan. Because this plan is for a new farm,
waste and soil analyses used in calculations are typical values and not specific to the site or
waste stream. Before the land application is begun, it is recommended that lagoon liquid and
soil samples be analyzed and the plan adjusted accordingly to meet the specific parameters.
Contact the North Carolina Department of Agriculture, Agronomic Division, at [phone]
for information on analysis procedures and submitting samples.
/01
Rose Tract Finishing Farm Complex (2) Waste Utilization Plan — Page 1

❑—❑ lCmandey-Hornl
� Associates, Inc.
Site Evaluation
See attached Natural Resources Conservation Service (MRCS) form NC-CPA-17. Copies of the
USGS topographic map (White Lake and Singletary Lake quadrangles) and the Soil Survey map
(BIaden County) showing the site location are attached.
Calculations of Waste Produced and Land Application and Cropping Systems
Amount (pounds) of plant available nitrogen (PAN*) produced per year:
1,224 animals/house (2.3 lbs. PAN/animal/year) (30 houses)
84,456 lbs PAN/year for the 'finishing farm complex
*PAN from N.C. Tech Guide Std. 633.
*No other nitrogen sources,,including commercial fertilizers, will be used on site.
Soils and cropping information:
Primary soil series— Leon sand (LeA) {fields 1, 2, 3, 5, 6, 8, 9, 10, 13)
Kenansville sand (KeA) {fields 4 & 71
Wakula sand (WgB) (field 111
Centenary sand (Ce) (field 12)
Crop to be grown — bermudagrass
Recommended nitrogen application rate —
50 lbs/ton
Realistic yield expectation (R.Y.E.) values for bermudagrass —
LeA = 4.0 tons/acre KeA = 5.5 tons/acre
WgB = 5.0 tons/acre Ce = 5.5 tons/acre
Calculated nitrogen application rate per acre for soil series —
LeA = (50 lbs N/ton) (4.0 tons/acre) = 200 lbs N/acre
KeA = (50lbs N/ton) (5.5 tonslacre) = 275 lbs N/acre
WgB = (50-lbs N/ton) (5.0 tons/acre) = 250 lbs N/acre
Ce = (50 lbs N/ton) (5.5 tons/acre) = 275 lbs N/acre
Rose Tract Finishing Farm Complex (2) Waste Utilization Plan --- Page 2

❑= F1 Klmley-Hom
M and Associates, Inc.
Fields summary --
Field #
Soil series
N apollcation rate
Area ac
Re wired PAN" fibs)
1
LeA
200 lbs PAN/ac
10.9
2,180
2
LeA
200 lbs PAN/ac
12.5
2,500
3
LeA
200 lbs PAN/ac
19.2
3,840
5
LeA
200 lbs PANIac
5.1
1,020
6
LeA-
200 lbs PANIac
10.9
2,180
8
LeA
200 lbs PAN/ac
10.4
2,080
9
LeA
200 lbs PAN/ac
7.8
1,560
10
LeA
200 lbs RAN/ac
19.6
3,920
13
LeA
200 lbs PANIac
37.3
7,460
o I
P
4
KeA__
275 lbs PANIac
109.4
30,085
7
KeA
275 lbs PANIac
10.3
2,833
to
Z PA c
11
WgB
250 lbs PAN/ac
63.1
15,775
12
Ce
275 lbs PAN/ac
42.7
11,743
—
—359.2
bl'i
*Required PAN based on planting all available acreage to fescue and applying N at recommended rate.
Required PAN versus PAN available from land application of anaerobic lagoon liquid — -
total PAN required = 87,175 lbs
r total PAN produced = 84,456 lbs
.il
' S
produced - required = deficit or surplus
84,456 lbs - 87,175 lbs = 2,719 lbs deficit
Therefore, all waste produced can be utilized by the hermudagrass crops grown on fields
1 through 13.
Note: As shown on the attached irrigation site plan the area available for land application
calculated above accounts for all required setbacks and buffers.
Land Application and Timing
The anaerobic lagoon liquid shall be applied at the calculated rates through an irrigation system
as described in the accompanying Irrigation Design for the Rose Tract Finishing Farm Complex
(2). Irrigation rates and delivery were calculated based on the infiltration rate of the soil. Land
application of lagoon liquid should take place when crops can best use the nutrients, such as
directly before planting, soon after planting, and during periods of vigorous growth. Land
application directly before harvest is not suitable. Also, land application should not take place
when the soil is saturated after rainfall. This plan is based on harvesting the grasses for hay.
Rose Tract Finishing Farm Complex (2) Waste Utilization Plan — Page 3

❑=11 Klmley-Horn
t• and Associates, Inc.
Timely harvest and removal of the crops from the field are also considered as part of the proper
implementation of this Waste Utilization Plan.
Waste and Soli Sampling
The waste characteristics used to develop this plan are average values and not those that will
exist on -farm. Because of the variability in waste, it is recommended that waste be sampled and
analyzed within 60 days of land application and the plan amended to match the analysis.
For optimal crop growth and protection of soil and water resources, it is also important to sample
and analyze the soil within the irrigation fields. An annual soil analysis will recommend nutrient
application rates and liming rates to match the soitheeds. Thus, this plan should be amended to
account for those recommendations when received.` Copper and zinc accumulation in the soil
should also be monitored.
Required Specifications (as outlined by Murphy Family Farms)
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited. Illegal discharges are
subject to the assessment of civil penalties of $10,000 per day by the North Carolina
Department of Environment, Health, and Natural Resources — Division of Water Quality
(DWQ) for every day the discharge continues.
The farm office must have documentation in the design folder that the producer either owns
or has longterm access to adequate land on which to properly apply the waste. If the
producer does not own adequate land to properly apply the waste, he shall provide NRCS
with a copy of a written agreement with a landowner who is within a reasonable proximity,
allowing the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the, needs for realistic crop yields
based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other N
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or an
Alternative Conservation System (ACS) If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DWQ. [See FOTG
Standard 393 - Filter Strips and Standard 390 (Interim) - Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing.
6. When animal waste is to be applied to areas subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
Rose Tract Finishing Farm Complex (2) Waste Utilization Plan — Page 4

❑ M ❑ a1n1Md -Horn
Assodat � and es, Inc.
the waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the Technical Reference -
Environment file for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soillinfiltration 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 conditions
conducive to odor or flies and provide uniformity of application.
8. Animal waste shall riot be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9• Animal waste shall be applied on actively growing crops in such a manner that no more than
20 to 25 percent of the leaf area is covered, -`
10. Waste nutrients shall not be applied in the 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 on bare soil.
11. Animal waste shall not be applied closer than 50 feet to surface water. This distance may be
reduced for waters that are not perennial provided adequate vegetative filter strips are
present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet to dwellings other than those owned
by the landowner.
14. Waste shall be applied in a manner not to reach other property and other public right-of-
ways. _
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by a
discharge or by overspraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist."
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, and only then at agronomic rates provided the application causes no drift or runoff
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25-year, 24-hour storm event in addition to
the 1 foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
Rose Tract Finishing Farm Complex (2) Waste Utilization Plan — Page 5

SENT BY: RAi E I GH
6-9-97 : 7:49 : It I MI..EY-HORN 310 283 6405 : * 3/ 3
aMOrfttHom
M OW AS6otIft Ur.
Waste Utilization Plan Agreement
Name of Farm: Rose Tract Finishing Farm Complex
Owner/Manager Agreement:
I understand and will follow and implement the specification and the operation and muintcnance
procedures established in the approved animal waste utilization plan for the farm named above.
I know that any expansion to the existing design capacity of the waste treatment and storage
system or construction of new facilities will require a new certification to be submitted to the
DWQ before the animals are stocked. I also understand that there must be no discharge of
animal waste from this system to surface waters of the state for a storm event less severe than the
25-year, 24-hour storm. The approved plan will be filed on -site at the farm office and at the
office of the local soil and water Conservation Distti�ct and will be available for review by DWQ
upon request. C
Name of Facility Owner:
y
Signature ate:
Name of l G6djer (if different from owner):
11111
Namc of Professional Engincer or Technical Specialist:Robert M. Miller. P,E. ��``��k AR 0*"t%.,��
Affiliation:—Kirnley-Horn and Associetes._lnc. ++••Q�ESS�Q/�/% I
�a� '9r• s
SEAL
Address: P.O. Box_33068 = 17147
Raleigh- NC 276 - 068
PF •..•
.... .•••
Waste Management Plan Certification 'IIII���r �M�����
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
NCAC 2H.0217 adopted by the North Carolina Environmental Management Commission.
Robert M. 'Miller, P.E.
Date
Rose Tract Finishing Fame Complex Waste Utilization Plan --- Paige 6

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water. Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
June 16, 1997
MEMORANDUM
A 4
AN=%
[DEHNR
To: Tommy Stevens, Acting Regional Water Quality Su rvisor RECEIVED
From: Mike Lewandowski, Environmental EngineQ
j �- JUN 18 1991
State Engineering Review Group
Subject: Permits Applications for New facilities FAYETTEVILL;
REG. OFFiC
Attached is a copy of the General Permit for Liquid Animal Waste Operations application package
for a new facility. This information is being provided so you may review the packages prior to
permit issuance. Please provide your comments by July 7, 1997. If no comments are received by
that date, we will assume that there are no objections, and permit issuance will proceed.
If you have any questions, please contact me at [phone] ext. 362, or
mikelew @dem.ehnr.state.nc.us.
f

State of North Carolina
Department of Environment, Health and Natural Resou�t
Division of Water Quality CEIVIM
Non -Discharge Pelnut AppllcaWn Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) JUN 1997
General Permit - Liquid Animal Waste OperatiEVILLE
REG. OFFV
This application is for new or expanding facilities only. The design portions of t E
Animal Waste Management Plan (AWMP) certification form, Part H, must be included
with this application prior to- the application being accepted as complete.
Application Date: 6/0
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to Lch
item. Z `--
ARRIJc is InidAs
1. One completed and signed original and two copies of the application for General Permit - `�� m
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and w
field locations where animal waste is disposed;
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part I1(Certification of Design Items A-F). If the facility does not have Part H of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations. /
4. Three copies of the Animal Waste Management Plan (AWMP) used for facility design.
II. GENERAL INFORMATI?ON: f r
1. Farm's name; !�G' S f ` a (T r' 4 JS Ej ry a I ►+, C Q )-, P I i'?4 r�4-
2. Print Land Owner's name: F )"
3. Mailing address:` G' ` L3c�' 7. q
City: C'S£ i4 I _ _ State: NC. Zip: ?�
Telephone Number:( Ll I Q ) �l
4. County where farm is locatgd: CT.
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): SPA' A bCh7,� Lnap _
6. Print Farm Manager's name (if different from Land Owper):
7. Lessee's I Integrator's name (if applicable; please circle which type is listpd):
FORM: AWO-G-NE 3/2I/97 Page I of 3

III. OPERATION INFORMATION:
1. Farm No.: '— ?' (county number); (facility number).
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed-
0 Wean to Feeder
0 Feeder to Finish q t
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
0 Layer 0 Dairy
0 Non -Layer 0 Beef
0 Turkey
Other Type of Livestock on the farm No. of AnimalsL
Acreage cleared and available for application: Required Acreage (as listed in the AWMP): a G�
Number of Lagoons: �/ ; Total Capacity: C1 4 C_ Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity:
Cubic Feet (ft3)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES
or N (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) YE or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? S
What was the date that this facility's land application areas was sued? s1.%, /,-t
IV. APPLICANT'S CERTIFICATION:
I, 111�t�2�r4�t FPt m t LV F A T—m s (Land Owner's name listed in question 11.2), attest that
this application for P o�cl Su r. C E , n i11 l,oc E (Farm name listed in question 11.1)
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 rMas incomp
u
Signature Date 111340�>
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question 11.6), attest that this
application for (Farm. name listed in question IL1)
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 as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3

Michael F. Easley, Governor
�0� W A rERW
�0 1
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
Murphy -Brown, LLC
Rose Tract Finishing Farm Complex Sites #1,2,3
PO Box 856
Warsaw, NC 28398
Subject: Certificate of Coverage No. AWS090205
Rose Tract Finishing Farm Complex Sites #1,2,3
Animal Waste Management System
Bladen County
Dear Murphy -Brown, LLC:
In accordance with your application received on II Jun-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Murphy -Brown, LLC, authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000,
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Rose Tract -Finishing Farm Complex Sites#1,2,3, located in Bladen County, with
an animal capacity of no greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish:,22032 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date •of issuance until September. 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation. in all lagoons at your facility; the one-year extension
in Condition 111.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals_ authorized_ by this C4C (as_provided_above)...will-require_a-. _
modification to the CAWMP.. and this COC ,and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containi:ng' the new, and revised forms 'used for record keeping 'and reporting. Please nav
careful attention to the record keepingkepping and monitoring conditions in this permit.
NAe Caro ma
NAawrally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Telephone: [phone]
Internet: 3M3y.Ucwft=ualitv.ore Location: 2728 Capital Boulevard Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
An Equal Opportunity/Affirmative Action Employer-50% Recycledl10% Post Consumer Paper Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of. future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Bladen County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS090205

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
April 9, 2003
Murphy Family Farms
Rose Tract Finishing Farm Complex Sites #1,2,3
PO Box 759
Rose Hill NC 28458
Subject: Certificate of Coverage No. NCA209205
Rose Tract Finishing Farm Complex Sites
#1,2,3
Swine Waste Collection, Treatment,
Storage and Application System
Bladen County
Dear Murphy Family Farms:
On March 14, 2003, the North Carolina Division of Water. Quality (Division) issued an NPDES General
Permit for swine facilities. The General Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements. .
In accordance with your application received on February 13, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Murphy Family Farms, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with NPDES
General Permit NCA200000. The issuance of this COC supersedes and terminates your COC Number
AWS090205 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Rose Tract Finishing Farm Complex Sites #1,2,3, located in BladenCounty,
with an animal capacity of no greater than an annual average of 22032 Feeder to Finish swine and the
application to land as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If
this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the.certif ed design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint ,State and
Federal general permit it contains marry new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay -careful attention to the record keeping
and monitorine conditions in this l2ermit. The Devices to Automatically St4 Irrigation Events Form
must be returned to the -Division of Water Quality no later than 120 days following recut of -the
Certificate of Coverage. The Animal Facility Annual Certificationr Form must be completed and returned
to the Division of Water Quality by no later than March 1st of each year, w
RMN
Non -Discharge Permitting Unit Internet http://h2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycied/10% post -consumer parser

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
v
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Bladen County Health Department
Fayetteville Regional Office, Water Quality Section
Bladen County Soil and Water Conservation District
Permit File NCA209205
Permit File AWS090205
NDPU Files

NDG!\ n
North Carolina Department of Environment and Natural Resources
'Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 16, 2011 RECEIVED
A. J. Linton
Rose Tract Finishing Farm Sites #1, 2, 3 MAY 18 2011
P.O. Box 1139
Wallace, NC 28466 DENR-FAYETTEVILLE REGIONAL OFFICE
Subject: Rescission of Animal Waste Permit
Certificate of Coverage No. AWS090205
Bladen County
Dear Mr. Linton:
In accordance with your May 9, 2011 request for the rescission of the Swine Waste General
Permit issued to a proposed facility that was never built, Certificate of Coverage No.
AWS090205 is rescinded, effective immediately.
If, in the future, you wish again to operate an animal waste management system you must first
apply for and receive a new animal waste permit Certificate of Coverage. Operating an animal
waste management system without a valid animal waste permit Certificate of Coverage will
subject the responsible party to a civil penalty of up to $25,000 per day.
Please contact the Fayetteville Regional Office at [phone] if it would be helpful to
discuss this matter further.
Sincerely,
Coleen H. Sullins
cc: Fayetteville Regional Office, Aquifer Protection Section.
Bladen County Soil & Water Conservation District
Technical Assistance and Certification Unit
Fran McPherson, DWQ Budget Office
APS Central Files (Permit No. AWS090205)
AQUIFER PROTECTION SECTION
1636 Mall Service Center, Raleigh, North Carolina 27699-1636
Location. 2728 Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-71HO481 Customer Service:1-877.623.6748
Internet: Wrvwr aMterauaiity.orc
One
N Carolina
aturally
An Equal Opportunity 1 Affirmative Action Employer

0
ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number NC A County I a d r. Year 200�
Facility Name (as shown on Certificate of Coverage or Permit) ?seT-� ��►:� ,ski C� ^ tics secs l
Operator in Charge for this Facility Certification # n!o n�
Land application of imal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility information:
1. Total number of application Fields ❑ or Pulls ❑ (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year:
Total Acres on which waste was applied
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit:
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest
Smallest
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual -aterage numbers)
8. Facility's Integrator if applicable:
Part II: Facility Status:
MAR 0 12004
ER QUALITY SECTO
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE AwSTU me Ent.
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during ❑ Yes ❑ No
the past calendar year.
AFACF 3-14-03

2. The facility was operated in such a way that there was no direct runoff of waste from ❑ Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past ❑ Yes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during ❑ Yes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the ❑ Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6.
All land application equipment was calibrated at least once during the past calendar year.
❑ Yes ❑ No
7.
Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
❑ Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8.
A copy of the Annual Sludge Survey Form for this facility is attached to this Certification.
❑ Yes ❑ No
9.
Annual soils analysis were performed on each field receiving animal waste during the
❑ Yes ❑ No
past calendar year.
10.
Soil pH was maintained as specified in the permit during the past calendar Year?
❑ Yes ❑ No
11.
All required monitoring and reporting was performed in accordance with the facility's
❑ Yes ❑ No
permit during the past calendar year.
12.
All operations and maintenance requirements in the permit were complied with during
❑ Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13.
Crops as specified in the CAWMP were maintained during the past calendar year on all
❑ Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14.
All buffer requirements as specified on the permit and the CAWMP for this facility were
❑ Yes ❑ No
maintained during each application of animal waste during the past calendar year.
" I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
"-9LI -�rc vJ n, l�
Permittbe Name and Title (type or print)
Signature of Operator in Charge
(if different from Permittee)
Date
Date
AFACF 3-14-03 2

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Grower:! MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/09/97
Coun : BLADEN Sheet 1 of 7
ANAERO C WASTE LAGOON -DESIGN
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
Farm -Population
-----------------
Uj
Uj
LU
---------- _--- c
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N)------------
Does Operator Want Emergency Spillway? REQUIREDIIIIIIi
Is This Design for an Existing Farm? (Y/N)-----------"
is Drain Tile Req'd to Lower SHWT? (Y/N)-
Seasonal High Water Table Elev:-------------�----
Freeboard:--------------�---
Emergency Spillway Flow Depth:
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: ----------r------
Press ALT-C to Download
contour areas see sheet 2 of 7...
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
Y
N
N
N
0
7344
Hd.
-V
0
0
0
C
"'rn
0
180
Days
7.51n.'
Ica
7.5
In.
C
7.0
In.
0
88.60 Ft.
1.0 Ft.
0.3 Ft.
0.5 Ft.
3 :1 (H:V)
0.0
0.0
93.80 Ft.
82.60 Ft.
91.00 Ft.
88.60 Ft.
LAGOON -VOLUME
REQUIRED VOL,
DESIGN VOLUMES
% REQ'D.
Storm Stor =
322225 (Cu.Ft.)
368,604 (Cu.Ft.)
114.39%
Temporary =
556844 (Cu.Ft.)
559,883 (Cu.Ft.)
100.55%
Permanent =
1239_300 (Cu.Ft.)
1,257,779 (Cu.Ft.)
101.49%
Total Volume =
2,118,369 (Cu.Ft.)
2,186,267 (Cu.Ft.)
103.21 %
Lagoon Surface Area: (Inside TOD) - 257,780 S.F.

Grower: MURPH FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/09/97
LAGOON STAGE
VOLUMES
--AREA
Contour
(SF)
82.60
Area
192,948
83.00
195,102
84.00
200,540
85.00
206,052
86.00
211,640
87.00
217,301
88.00
223,038
89.00
228,849
90.00
234,734
91.00
240,695
92.00
246,729
93.00
252,839
93.80
257,780
These volumes were calcul
the
77,610
197,821
203,296
208,846
214,471
220,170
225,944
231,792
237,715
243,712
249,784
204,248
7
77,610
275,431
478,727
687,573
902,044
1,122,213
1,348,157
1,579,948
1,817,663
2,061,375
2,311,159
2,515,406
END PUMP = = = = >
88.60
FT
1,257,779 CF
TR'MT
1,257,779
101.49%fl
START PUMP = = = >
91.00
FT
1,817,663 CF
TEMP
559,883
100.55%q
MAX STORAGE = = >
92.50
FT
2186 267 CF
STOR
368,604
114.39%

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: JNT-
ROSE HILL, NC 28458 Date: 06/09/97
Countv: BLADEN _ _ Sheet 3 of 7
MINIM-UM--REQUIREI) VOLUME CALCULATIONS
Required Treatment Volume:
Animal Type Capacity AL W * cu.ft.11b W Tota
Nursery
0
30
1.00
0
Finishing
7,344
135
1.00
991,44-0
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
01
4001
0.501
0
Total Required Treatment Volume (cu. ft.)= 991,440
Sludge Storage Volume:
Animal Type —Capacity ALW * (cu.ft.11b) = Tota
Nursery
0
30
0.25
0
Finishing
7,344
135
0.25
247,860
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,4171
0.251
0
Boars
01
4001
0.1251
0
Total Required Sludge Storage Volume (cu. ft.)= 247,860
Temporary Storage Volume:
Manure d
Pro action:
Animal Ttpe Capacity * Sto. Period* alslHd.lda
= Total
-Nur§fry
0
180
0.30
0
finishing
7,344
180
1.40
1,850,688
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
1801
13.501
0
Boars
1 01
1801
4.001
0
Total
Manure Production (aals.)=
1.850.688
Total Manure Production (cu.ft.)= 247,418
Excess Fresh Water:
Animal T e Ca aci * Sto. Period* als/Hd./da
= Total
Nursery
0
180
0.20
0
Finishing
7,344
180
0.90
1,189,728
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
1 0
180
2.70
0
Total Fresh Water Excess (gals.)= 1,189,728
Total Fresh Water Excess (cu.ft.)= 159,055

Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/09/97
Countv: BLADEN Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (257780 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall In Excess of Evap. (cu.ft.)= 150,372
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'i Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (257780 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 161,113
"Heavy Rain" Storage:
Vol.= (Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (257780 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 161,113
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 322,225 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 556,844 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,239,300 (CU.FT)
TOTAL REQUIRED VOLUME = 2118369 (CU.FT.)

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/09/97
Countv: BLADEN Sheet 5 of 7
19-1 W0101 1 N � __ L L1 I1
Top of Dike Elevation -------- --------- --
93.80 FT.
Emergency Spillway Crest Elevatio-------------------
92.50 FT.
Top of 25 yr124 hr Storm Storage --------- ----------
92.50 FT.
Top of "Heavy Rain" Storage ----- --------------
91.66 FT.
Start Pump Elevation
91.00 FT.
End Pump Elevation ------- ----- -- --- --
88.60 FT.
Top of Sludge Storage -- ---------- -------
83.86 FT.
Seasonal High Watertable Elev.------------------
88.60 FT.
Finished Bottom Elevation ------------ -------
82.60 FT.
Inside Top Length -------- -----------
Not Applicable
Inside Top Width -------------------
Not Applicable
Side Slopes --- ----- -----------
3: H:V
Lagoon Surface Area --- ----------------
257,780 SF
Freeboard Depth ------------- ------
1.00 FT.
Temporary Storage Period -------------------
180 Days
TOTAL. DESIGN VOLUME = 2186267 (CU.FT.)
Treatment 1 Sludge Storage Zone Depth 6.0 FT.
Temporary Storage Zone Depth ---------- 2.4 FT.
Freeboard 1 Storm Storage Zone Depth ---------- 2.8 FT.
Total Lagoon Depth --------- 11.2 FT.

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/09/97
Countv: BLADEN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
NOTE: See attached Waste Utilization
DESIGNED:
DATE:
It l l l,,,l/J
CARQZ%,y'0
O,',fffifl,l �
���ESSlq% ��'•.
Plan ? •
SE AL
't 17147 i
�Q� r
g �Q�'��yCl IVY ,.•' 4 �`~
F......
041/111f110t\
COMMENTS The lagoon has been designed as an irregular share.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is full
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.

ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
COUNTY: BLADEN
i M7jL-MMWT4• i _ �
CHECKED BY: RMM
DATE: 06/06/97
SHEET 1 OF 2
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow -possible solutions are:
add soil to berm to temporarily increase elevation of dam -any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field -actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- close valves to eliminate further discharge
- separate pipes to create an air gap and stop flow
flush system, houses, solids separators -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- make sure no siphon effect has been created
- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks -possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil

GROWER: MURPHY FAMILY FARMS DESIGNED BY: RPB
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/06/97
COUNTY: BLADEN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DEM regional office, at 919-486-1541
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-862-6760.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for advice/technical assistance. The
Extension Service can be reached 910-862-4591 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM 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.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910-862-4591
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 - 9409
910-862-6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 28337
910-862-6760
DIVISION OF ENVIRONMENTAL MANAGEMENT
WACHOVIA BUILDING SUITE 714
FAYETTEILLE, NC 28301-5043
919-486-1541

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/09/97
COUNTY: BLADEN SHEET 1 OF 2
SPECIFJCATION,S FOR —CONSTRUCTION OF WASTE TREAZMEM LAGOONS
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. The contractor shall be
responsible for the disposition of all debris to the satisfaction of the owner. 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.
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 material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer shall be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction shall
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable., NOTE THE SPECIAL REQUIREMENTS FOR
,PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre-feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
A 40 mil HDPE liner shall be furnished and installed by the contractor in accordance with the
liner manufacturers guidelines. Liner, as shown on the drawing, shall be manufactured by GSE
Inc. or owner approved equivilant.

GROWER: MURPHY FAMILY FAF
ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
- -YI--- V I . 1 \I -
CHECKED BY: RMM
DATE: 06/06/97
SHEET 2 OF 2
When areas of unsuitable material are encountered, they shall be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
owner.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site shall be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation shall
be established as soon as possible during the next period of approved seeding dates.
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfiil and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfll shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When the drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times by the contractor during construction.

UKUVvtK: MUKVHY I AMILY f AKMS 1Jt51UNtU bY: KVb
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/06/97
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year 124 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one-half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start-up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.

GROWER: MURPHY FAMILY FARMS DESIGNED BY: RPB
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/06/97
COUNTY: BLADEN SHEET 2 OF 2
3. Begin temporary storage pump -out of the lagoon when the fluid level reaches the
elevation 91.00 as marked by the staff gauge. Stop pump -out when the fluid level
reaches elevation 88.60. This temporary storage, less 25 year 124 hour storm,
contains 559883 cubic feet or 4187928 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights -of -way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over -spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/06/97
COUNTY: BLADEN SHEET 1 OF 1
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
600 LBS. FESCUE GRASS AT 60 LBSJACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
300 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
600 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
80 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBSJACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
100 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
400 LBS. RYE GRASS AT 40 LBSJACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
10000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
20 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1000 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS ESTABLISHED

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
1 ROSE HILL, NC 28458 Date: 06/09/97
County: BLADEN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
-----------------
W
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? .(Y/N)------------
Does Operator Want Emergency Spillway? REQUIREDIMIII
Is This Design for an Existing Farm? (Y/N)-----•-----"
Is Drain Tile Req'd to Lower SHWT? (Y/N)
Seasonal High Water Table Elev: Freeboard: -------
_____________M
Emergency Spillway Flow Depth: - M_____________�
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: -------------------
Inside Top Length: -------------------
Inside Top Width: --------
Top of Dike Elevation: Finished Bottom Bottom Elevation: -------------
Start Pump Elevation:
Stop Pump Elevation:------------------
N
N
N
N
0
7344
Hd.
0
`p
c-�
0
180
Days.
.n,i
-- ri
7.5
In.`�'
7.5
In.
f'
7.0
In.
0
63.62 Ft.
1.0 Ft.
0.3 Ft.
0.5 Ft.
3 :1 (H:V)
530.0 Ft.
500.0 Ft.
68.90 Ft.
57.70 Ft.
66.10 Ft.
63.70 Ft.
_LAGOON VOLUME
DESIGN VOLUMES
% _REQ_D.
Storm Stor =
331250 (Cu.Ft.)
379,202 (Cu.Ft.)
114.48%
- Temporary =
561056 (Cu.Ft.)
577,772 (Cu.Ft.)
102.98%
Permanent =
1239300 Cu.Ft.
1,301,759 Cu.Ft.
105.04%
Total Volume =
2,131,606 (Cu.Ft.)
2,258,733 (Cu.Ft.)
105.96%
Lagoon Surface Area: (Inside TOD)------------- -- 265,000 S.F.

Address: P.O. BOX 759
ROSE HILL, NC 28458
Checked By: RMM
Date: 06/09/97
Sheet 2 of 7
LAGOON STAGE
-AREA VOLUMES.
Contour
Incr. Vol.
Cumul. Vol. FT)
57.70
Area(SF)
200,300
Qu. ED
(Cu.
58.00
201,915
60,332
60,332
59.00
207,346
204,631
264,963
60.00
212,850
210,098
475,061
61.00
218,425
215,637
690,698
62.00
224,072
221,248
911,946
63.00
229,791
226,932
1,138, 878
64.00
235,582
232,687
1,371,565
65.00
241,446
238,514
1,610,079
66.00
247,381
244,413
1,854,492
67.00
253,388
250,384
2,104,876
68.00
259,467
256,428
2,361,304
68.90
265,000
236,010
2,597,314
volu
END PUMP = = = = >
63.70
FT
1,301,759 CF
TR'MT
1,301,759
105.04%
START PUMP = = = >
66.10
FT
1,879,530 CF
TEMP
577,772
102.98%
MAX STORAGE = = >
67.60
FT
2,258,733 CF
STOR
379,202
114.48%

Grower: MURPHY FAMILY FAF
Address: P.D. BOX 759
ROSE HILL, NC 28458
Checked By:
Date:
Sheet 3
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Tine Capacity * ALW * (cu.ft./lb)
= T
Nursery
0
30
1.00
0
Finishing
7,344
135
1.00
991,440
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
1 0
400
0.501
0
Total Required Treatment Volume (cu. ft.)= 991,440
Sludge Storage Volume:
Animal Tvne Capacity * ALW * (cuft/lb) = Tota
Nursery
0
30
0.25
0
Finishing
7,344
135
0.25
247,860
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
1 0
1,417
0.251
0
Boars 1
01
400
0.1251
0
Total Required Sludge Storage Volume (cu. ft.)= 247,860
Temporary Storage Volume:
Manure
Production:
Animal Type Ca aci * Sto. Period* als/Hd./da
= Total
Nursery
0
180
0.30
0
Finishing
7,344
180
1.40
1,850,688
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
01
180
13.50
0
Boars
01
1801
4.00
0
Total Manure Production (gals.)= 1,1350,688
Total Manure Production (cu.ft.)= 247,418
Excess Fresh Water:
Animal Type Capacity * Sto. Period* als/Hd.lda
= Total
Nursery
0
180
0.20
0
Finishing
7,344
180
0.90
1,189,728
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
1 0
180
9.501
0
Boars
0
180
2.701
0
Total
Fresh Water
Excess (aals.)= 1.189.728
Total Fresh Water Excess (cu.ft.)= 159,055
JNT
06/09/97

vrower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/09/97
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)'' Rainfall 112in.lft
Vol.= (265000 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 154,583
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'l Drainage Area) * 25Yr.124Hr. Storm(in) / 12in./ft.
Vol.= (265000 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for 25Yr..24Hr. Storm Event (cu.ft)= 165,625
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in.lft.
Vol.= (265000 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 165,625
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. 124 Hr. Storm + "Heavy Rain") = 331,250 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) 561,056 (CU.FT)
Total Required Permanent Storage
(Treatment +Sludge) = 1,239,300 (CU.FT)
TOTAL REQUIRED VOLUME = 2131606 (CU.FT.)

Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/09/97
Top of Dike Elevation
68.90 FT.
Emergency Spillway Crest Elevatio-------------------
67.60
FT.
Top of 25 yr124 hr Storm Storage ---- -- ---- —
67.60
FT.
Top of "Heavy Rain" Storage ---------------- ---
66.76
FT.
Start Pump Elevation -------------------
66.10
FT.
End Pump Elevation -------------------
63.70
FT.
Top of Sludge Storage -------------------
58.92
FT.
Seasonal High Watertable Elev.-------------------
63.62
FT.
Finished Bottom Elevation -------------
57.70
FT.
Inside Top Length ---- ------ ---------
530.00
FT.
Inside Top Width ------------------
500.00
FT.
Side Slopes ------- ------------
3:
H:V
Lagoon Surface Area ---------- _-------
265,000
SF
Freeboard Depth -------------------
1.00
FT.
Temporary Storage Period -------------------
180
Days
TOTAL DESIGN VOLUME = 2258733 (CU.FT.)
Treatment 1 Sludge Storage Zone Depth 6.0 FT.
Temporary Storage Zone Depth 2.4 FT.
Freeboard 1 Storm Storage Zone Depth ---------- 2.8 FT.
Total Lagoon Depth ----------- 11.2 FT.

Address: P.O. BOX 759 Checke RMM
ROSE HILL, NC 28458 Date: 06/09/97
Countv: BLADEN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 68.90
1 TOP OF STORM ELEV = 67.60
1
1 TOP OF HEAVY RAIN ELEV = 66.76
1
STRT PM EL.= 66.10 1 TOP OF TEMP STORAGE ELEV = 66.10
END PMP EL. = 63.70 1 TOP OF TREAT ELEV = 63.70
� 1
1 /
1 TOP OF SLUDGE ELEV = 58.92 1
1 /
FINISHED BOTTOM ELEV = 57.70
1
_ 1 1
1 1
1
1
1 SHWT = 63.62

Grower: MUKVHY FAMILY rAl'
Address: P.O. BOX 759
ROSE HILL, NC 28458
Checked By: RMM
Date: 06/09/97
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
NOTE: See attached Waste Utilization Plan
DESIGNED:A;;1&44
DATE: Olaq-
COMMENTS
-O & CAR01
If •o4ESS/0*0 � �f•.
SEAL 9� •�
r
17147 y
•
•
•
a

ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
CHECKED BY: RMM
1 DATE: 06/09/97
SHEET 1 OF 2
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow -possible solutions are:
add soil to berm to temporarily increase elevation of dam -any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B.- Runoff from waste application field -actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- close valves to eliminate further discharge
- separate pipes to create an air gap and stop flow
flush system, houses, solids separators -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- make sure no siphon effect has been created
- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks -possible action*,,:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil

ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
CHECKED BY: RMM
DATE: 06/09/97
SHEET 2 OF 2
`Lagoon problems require the consultation or an moiviauai experieni
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DEM regional office, at 919-486-1541
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-862-6760.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for advice/technical assistance. The
Extension Service can be reached 910-862-4591 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM 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.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910-862-4591
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 - 9409
910-862-6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 28337
910-862-6760
DIVISION OF ENVIRONMENTAL. MANAGEMENT
WACHOVIA BUILDING SUITE 714
FAYETTEILLE, NC 28301-5043
919-486-1541

V1%VVvi­IN. kVIWI%I III I! &VIlV1 I IAOrw — v I. #%a 1-
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/09/97
COUNTY: BLADEN SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTETREATMENT LAGOONS
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. The contractor shall be
responsible for the disposition of all debris to the satisfaction of the owner. 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.
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 S inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer shall be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction shall
be considered adequate when fill material -is observed *to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre-feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
A 40 mil HDPE liner shall be fumished and installed by the contractor in accordance with the
liner manufacturers guidelines. Liner, as shown on the drawing, shall be manufactured by GSE
Inc. or owner approved equivilant.

ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
COUNTY: SLADEN
CHECKED BY: RMM
DATE: 06/09/97
SHEET 2 OF 2
When areas of unsuitable material are encountered, they shall be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
owner.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site shall be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation shall
be established as soon as possible during the next period of approved seeding dates.
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The the trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times by the contractor during construction.

ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
COUNTY: BLADEN
CHECKED BY: RMM
DATE: 06/09/97
SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year 124 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one-half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start-up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/09/97
COUNTY: BLADEN SHEET 2 OF 2
3. Begin temporary storage pump -out of the lagoon when the fluid level reaches the
elevation 66.10 as marked by the staff gauge. Stop pump -out when the fluid level
reaches elevation 63.70. This temporary storage, less 25 year 124 hour storm,
contains 577772 cubic feet or 4321731 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights -of -way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over -spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/06/97
COUNTY: BLADEN SHEET 1 OF 1
SEEDING rRECIFIC TTIONS
ACREAGE TO BE SEEDED: 10.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
600 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
300 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
600 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS.IACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
80 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
100 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
400 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
10000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
20 TONS OF DOLOMITIC LIME (2 TONSIACRE)
1000 BALES OF SMALL GRAIN STRAW (100 BALESIACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS ESTABLISHED

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/09/97
Coun' : i BLADEN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
Nursery: -------- --_—_---
Farm Pgpmlationr
Finishing: -------------------
Q
Farrow to weanling:---------------
Uj
„y
Farrow to feeder: -- --- -- ----
M_____
a J
Farrow to finish: --------------
'
Boars:-------------�-__
6�o F It+"
Storage Period:
------
__
25 Yr. /24 Hr Storm Event --
LU
W
"Heavy Rain" Factor ----_------
ccLL.
Rainfall in Excess of Evaporation-----�.-__���_
Additional Water Usage: — ----- — ------
__
Additional Drainage Area:----_---__-_�--
LAGOON INFORIVIA110N
Is Lagoon Designed as an Irregular Shape? (YIN)-----------�
Does Operator Want Emergency Spillway? REQUIREDIIIIIII
Is This Design for an Existing Farm? (YIN)-----_r__='
Is Drain Tile Req'd to Lower SHWT? (YIN) -
Seasonal High Water Table Elev: -------_----------
Freeboard: ----------
Emergency Spillway Spillway Flow Depth: -----------------_
Top of Storm 1 Spillway Buffer: Not Applicable
Side Slopes:
Inside Top Length: --------
Inside Top Width:
Top of Dike Elevation:-_�_-�-
Finished Bottom Elevation: --- _______________
Start Pump Elevation: -------- _
Stop Pump Elevation:------------_----
Storm Stor =
Temporary =
Permanent =
Total Volume =
331250 (Cu.Ft.)
561056 (Cu.Ft.)
1239300 (Cu.Ft.)
2,131,606 (Cu.Ft.)
Lagoon Surface Area: (Inside TOD)
378,298 (Cu.Ft.)
578,828 (Cu.Ft.)
1,301,152 (Cu.Ft.)
2,258,278 (Cu.Ft.)
N
N
N
N
0
7344
Hd.
0
0
180
Days
7.5
In.
7.5
In.
7.0
In.
0
0
00
88.00
Ft.
1.0
Ft.
0.3
Ft.
0.5
Ft.
3
:1 (H:V)
530.0
Ft.
500.0
Ft.
93.20
Ft.
82.00
Ft.
90.40
Ft.
88.00
Ft.
114.20%
103.17%
104.99%
105.94%
265,000 S.F.

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/09/97
County- RLADFN Sheet 2 of 7
STAGE
-AREA VOLUME
Incr, Vol. FT)
Cumul. Vol, FT)
_LAGOON
Contour
Elevation (FT.)
82.00
Area (SF)
200,300
(Cu.
(Cu.,
83.00
205,709
203,005
203,005
84.00
211,191
208,450
411,455
85.00
216,745
213,968
625,423
86.00
222,370
219,557
844,980
87.00
228,068
225,219
1,070,199
88.00
233,837
230,953
1,301,152
89.00
239,679
236,758
1,537,910
90.00
245,593
242,636
1,780,546
91.00
251,578
248,585
2,029,131
92.00
257,636
254,607
2,283,738
93.00
263,765
260,701
2,544,439
93.20
265,000
52,877
2,597,316
These volumes were calculated using
the vertical average end area method.
TOTAL REQD VOLUM
2,131,606
CF
CUMULATIVE
VOL.
ZONE VO
105.94%
END PUMP = = = = >
88.00
FT
1,301,152 CF
TR'MT
1,301,152
104.99%
START PUMP = = = >
90.40
FT
1,879,980 CF
TEMP
578,828
103.17%
MAX STORAGE = = >
91.90
FT
2,258,278 CF
STOR
378,298
114.20%

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: JNT
ROSE HILL, NC 28458 Date: 06/09/97
Coun : BLADEN Sheet 3 of 7
MINIMUM REQUIRED WLUME_ CALCULATIONS
Required'Treatment Volume:
Animal Tvpe Capacity * ALW * (cu.ft.11b) = Totall
Nursery
0
30
1.00
0
Finishing
7,344
135
1.00
991,440
Farrow to weanlin
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
01
400
0.50
0
Total Required Treatment Volume (cu. ft.)= 991,440
Sludge Storage Volume:
Animal Tv -De Capacity * ALW * cu.ftJlb = Tota
Nurse
0
30
0.25
0
Finishin
7,344
135
0.25
247,860
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
01
1,417
0.251
0
Boars
01
400
0.1251
0
Total Required Sludge Storage volume (cu. tt.)= 247,860
Manure Production:
Animal Tvue Capacity * Sto. Period* (aali/H .Idav) = Total
Nursery
0
180
0.30
0
Finishing
7,344
180
1.40
1,850,688
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.501
0
Boars
1 01
180
4.00
0
Total Manure Production (gals.)= 1,850,688
Total Manure Production (cuff)= 247,418
Excess Fresh Water:
Animal T e Capacity * Sto. Period* als/H .Ida
= Total
Nursery
0
180
0.20
0
Finishing
7,344
180
0.90
1,189,728
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
1801
9.50
0
Boars 1
0 j
180 j
2.70
0
Total
Fresh Water Excess (gals.)=
1 189 728
! 1
Total Fresh Water Excess (cuff)= 159,055

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address_ : P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/09/97
Countv: BLADEN Sheet 4 of 7
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall 112in.lft
Vol.= (265000 sq.ft. + 0 sq.ft.) * 7 in. 112 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 154,583
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yrd24Hr. Storm(in)1 121n.lft.
Vol.= (265000 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 165,625
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in)112in.lft.
Vol.= (265000 sq.ft + 0 sq.ft.) * 7.5 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 165,625
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. 124 Hr. Storm + "Heavy Rain") = 331,250 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 561,056 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 1,239,300 (CU.FT)
TOTAL REQUIRED VOLUME = 2131606 (CU.FT.)

Grower: MURPHY FAMILY FARMS Designed By: RPB
Address: P.O. BOX 759 Checked By: RMM
ROSE HILL, NC 28458 Date: 06/09/97
Top of Dike Elevation -------------------
93.20
FT.
Emergency Spillway Crest Elevatio---------- ---------
91.90
FT.
Top of 25 yr124 hr Storm Storage -------------------
91.90
FT.
Top of "Heavy Rain" Storage ------------ -
91.06
FT.
Start Pump Elevation
90.40
FT.
End Pump Elevation ---- - --------- ___
88.00
FT.
Top of Sludge Storage
83.22
FT.
Seasonal High Watertable Elev.--------
88.00
FT.
Finished Bottom Elevation -------------------
82.00
FT.
Inside Top Length ------------ -------
530.00
FT.
Inside Top Width --- ------- ------- --
500.00
FT.
Side Slopes -------------------
3:
H:V
Lagoon Surface Area ---------- ---
265,000
SF
Freeboard Depth -_ ------- ____---
1.00
FT.
Temporary Storage Period ------------- ------
180
Days
TOTAL DESIGN VOLUME = 2258278 (CU.FT.)
Treatment 1 Sludge Storage Zone Depth 6.0 FT.
Temporary Storage Zone Depth2.4 FT.
Freeboard 1 Storm Storage Zone Depth _---------- 2.8 FT.
Total Lagoon Depth ----------- 11.2 FT.

Grower: MURPHY FAMILY FAR
Address: P.O. BOX 759
ROSE HILL, NC 28458
I
1
STRT PMP EL.= 90.40
END PMP EL. = 88.00
1
1
1
1
1
1
1
1
1
1
1
1
ZONE ELEVATIONS
TOP OF DIKE ELEV = 93.20
TOP OF STORM ELEV = 91.90
TOP OF HEAVY RAIN ELEV = 91.06
Checke(RMM
Date: 06/06/97
Il
1
1
1
1
1
TOP OF TEMP STORAGE ELEV = 90.40 1
TOP OF TREAT ELEV = 88.00
TOP OF SLUDGE ELEV = 83.22
FINISHED BOTTOM ELEV = 82.00
1
1 SHWT = 88.00
1
1
1
I

Grower: MURPHY FAMILY FAh
Address: P.O. BOX 759
ROSE HILL, NC 28458
Cou
Checked By: RMM
Date: 06/09/97
r/
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is required due to design guidelines.
NOTE: See attached Waste Utilization Plan
DESIGNED: 4"14
DATE: 61- dI
COMMENTS
LjH CAR04 '%
•.•�EESSlp,�;•. 9IS
SEAL
17147
1000,00it;w"01

ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
COUNTY: BLADEN
CHECKED BY: RMM
DATE: 06/09/97
SHEET 1 OF 2
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow -possible solutions are:
add soil to berm to temporarily increase elevation of dam -any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field -actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- close valves to eliminate further discharge
- separate pipes to create an air gap and stop flow
flush system, houses, solids separators -actions include:
- stop recycle (flushing system) pump
- stop irrigation pump
- make sure no siphon effect has been created
- separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks -possible action`:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes.mav be likewise temporarily plumed with clav soil

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/09/97
COUNTY: BLADEN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DEM regional office, at 919-486-1541
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-862-6760.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-862-6936 for advice/technical assistance. The
Extension Service can be reached 910-862-4591 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289-2111 for adviceltechnical assistance.
4. Implement procedures as advised by DEM 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.
BLADEN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 248, ELIZABETHTOWN, NC 28337
910-862-4591
BLADEN COUNTY SOIL AND WATER CONSERVATION DISTRICT
ROOM 122 AGRICULTURAL SERVICE CENTER
ICE PLANT RD, ELIZABETHTOWN, NC 28337 - 9409
910-862-6936
BLADEN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 1635, ELIZABETHTOWN, NC 28337
910-862-6760
DIVISION OF ENVIRONMENTAL MANAGEMENT
WACHOVIA BUILDING SUITE 714
FAYETTEILLE, NC 28301-5043
919-486-1541

ADDRESS: P.O. BOX 759
ROSE HILL, NC 28458
COUNTY: BLADEN
J1=51UNtU t$Y: Rpb
CHECKED BY: RMM
DATE: . 06/09/97
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. The contractor shall be
responsible for the disposition of all debris to the satisfaction of the owner.. 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.
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 material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer shall be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction shall
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre-feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
A 40 mil HDPE liner shall be furnished and installed by the contractor in accordance with the
liner manufacturers guidelines. Liner, as shown on the drawing, shall be manufactured by GSE
Inc. or owner approved equivilant.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/06/97
COUNTY: BLADEN SHEET 2 OF 2
When areas of unsuitable material are encountered, they shall be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
owner.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site shall be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation shall
be established as soon as possible during the next period of approved seeding dates.
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When tile drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The the trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
` ._ t � � rt_ �_ ■ w_w �_Ik_l
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times by the contractor during construction.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/06/97
COUNTY: BLADEN SHEET 1 OF 2
OPERATION AND MAIN_TgNA CE P_LAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year 124 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one-half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start-up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at ail times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.

UKUWEK: MUKPIIY FAMILY FAKMb UtbIUNtU 13Y: KPt3
ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/06/97
COUNTY: BLADEN SHEET 2 OF 2
3. Begin temporary storage pump -out of the lagoon when the fluid level reaches the
elevation 90.40 as marked by the staff gauge. Stop pump -out when the fluid level
reaches elevation 88.00. This temporary storage, less 25 year 124 hour storm,
contains 578828 cubic feet or 4329635 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights -of --way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over -spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.

ADDRESS: P.O. BOX 759 CHECKED BY: RMM
ROSE HILL, NC 28458 DATE: 06/06/97
COUNTY: BLADEN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 10.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
600 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
300 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
600 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
80 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
100 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
400 LBS. RYE GRASS AT 40 LBS.IACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
10000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
20 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1000 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED, APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS ESTABLISHED

❑M KimleyHorn
1� and Associates, Inc:
Waste Utilization Plan
rftAuk
M.,., a-'"D
Producer:.
Jimmy Sauls
JUN { 0 t997
Location:
Rose Tract Finishing Farm Complex — Bladen County
FAYETTEVILi.E
Telephone:
[phone]
REG, OFFICE
Prepared by:
Robert M. Miller, P.E. and Tara Disy
Kimley-Horn and Associates, Inc.
Prepared for:
Jimmy Sauls
Murphy Family Fauns
Date:
June 4, 1991
Type of Operation:
Swine: feeder -to -finish
r1i71--
�.<
a 3rn
Nu b ea off Animals:
22,032 (3 farms each with 6 houses @ 1,224 animals each)(desa'.Q
ig
...E
Waste Source:
Anaerobic lagoon liquid
Limiting Nutrient:
Nitrogen (Bladen County not within area covered by the Coastal Zone
Management Act, which also addresses phosphorus.)
The purpose of a waste utilization plan is to provide the guidance and documentation to ensure
that waste generated on farm can be land applied at a specific rate to prevent pollution of either
surface water or groundwater. This waste utilization plan is for a portion of a new finishing farm
complex. The entire complex consists of eight separate finishing farms and two separate
irrigation systems. This portion consists of three separate finishing farms, each with its own
lagoon and each with six barns housing 1,224 animals, to be located in Bladen County, North
Carolina, approximately 4 miles east of the intersection of US 701 and NC 41.
The farm complex will use land application of the lagoon liquid onto bermudagrass crops. For
the purposes of farm certification, each finishing farm, containing six houses of 1,224 pigs each,
and one lagoon will be registered separately. This waste utilization plan, however, address all
three farms and lagoons as they will share an irrigation and cropping system. Copies of the
USGS topographic maps (White Lake and Singletary Lake quadrangles) and the Soil Survey map
(Bladen County) showing the site location are attached. A site plan showing the layout of the
farm complex, location of land application areas, and the general site configuration is also
included.
The effectiveness of the waste utilization plan in meeting its objectives is directly dependent on
proper farm management and implementation of the plan. Because this plan is for a new farm,
waste and soil analyses used in calculations are typical values and not specific to the site or
waste stream. Before the land application is begun, it is recommended that lagoon liquid and
soil samples be analyzed and the plan adjusted accordingly to meet the specific parameters.
Contact the North Carolina Department of Agriculture, Agronomic Division, at [phone]
for information on analysis procedures and submitting samples.
Rose Tract Finishing Farm Complex Waste Utilization Plan — Page 1

C=nIfteyHom
� and Associates, Inc.
Site Evaluation
See attached Natural Resources Conservation Service (MRCS) form NC-CPA-17. Copies of the
USGS topographic map (White Lake and Singletary Lake quadrangles) and the Soil Survey map
(Bladen County) showing the site location are attached.
Calculations of Waste Produced and Land Application and Cropping Systems
Amount (pounds) ofplant available nitrogen (PAN*) produced per year:
1,224 animals/house (2.3 lbs. PAN/animal/year) (18 houses) _
50,674 Ibs PAN/year for the finishing farm complex
*PAN from N.C. Tech Guide Std. 633.
*No other nitrogen sources, including commercial fertilizers, will be used on site.
Soils and cropping information:
Primary soil series
Crops to be grown —
Wakula sand (WgB)
bermudagrass
Recommended nitrogen application rate —
50 lbs/ton
Realistic yield expectation (R.Y.E.) for bermudagrass on WgB soils —
5.0 tons/acre
Calculated nitrogen application rate
(50 lbs N/ton) (5.0 tons/acre) = 250 lbs N/acre
Acreage needed if 50,674 lbs PAN produced on -farm & 250 lbs N used/acre —
50,674 lbs N/(2501bs N/acre) = 203 acres
Acreage available on -site —
Field 1 = 140.93 acres
Field 2 = 57.08 acres
Field 3 = 12.26 acres
Total = 210.27 acres (which is approx. 7 acres more than required)
Rose Tract Finishing Farm Complex Waste Utilization Plan — Page 2

❑_� 'anmd' -Horn
Associat 1• and es, Inc.
Summary of nitrogen produced, crop needs, and land application calculations:
PAN produced on farm:
50,674 lbs/year
Calculated N application rate:
250 lbs/acre
Required acreage for land application:
203 acres
Acreage available on -site:
210 acres
Amount of area available in excess of land required:
7 acres
Note: As shown on the attached site plan the area available for land application calculated
above accounts for all required setbacks and buffers.
Land Application and Timing
The anaerobic lagoon liquid shall be applied at the calculated rates through an irrigation system
as described in the accompanying Irrigation Design for the Rose Tract Finishing Farm Complex.
Irrigation rates and delivery were calculated based on the infiltration rate of the soil. Land
application of lagoon liquid should take place when crops can best use the nutrients, such as
directly before planting, soon after planting, and during periods of vigorous growth, Land
application directly before harvest is not suitable. Also, land application should not take place
when the soil is saturated after rainfall. This plan is based on harvesting the grasses for hay.
Timely harvest and removal of the crops from the field are also considered as part of the proper
implementation of this Waste Utilization Plan.
Waste and Soil Sampling
The waste characteristics used to develop this plan are average values and not those that will
exist on -farm. Because of the variability in waste, it is recommended that waste be sampled and
analyzed within 60 days of land application and the plan amended to match the analysis.
For optimal crop growth and protection of soil and water resources, it is also important to sample
and analyze the soil within the irrigation fields. An annual soil analysis will recommend nutrient
application rates and liming rates to match the soil needs. Thus, this plan should be amended to
account for those recommendations when received. Copper and zinc accumulation in the soil
should also be monitored.
Required Specifications (as outlined by Murphy Family Farms)
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited. Illegal discharges are
subject to the assessment of civil penalties of $10,000 per day by the North Carolina
Department of Environment, Health, and Natural Resources — Division of Water Quality
(DWQ) for every day the discharge continues.
2. The farm office must have documentation in the design folder that the producer either owns
or has longterm access to adequate land on which to properly apply the waste. If the
Rose Tract Finishing Farm Complex Waste Utilization Plan — Page 3

❑_❑ IQrnley-Horn
and Associates, Inc.
producer does not own adequate land to properly apply the waste, he shall provide NRCS
with a copy of a written agreement with a landowner who is within a reasonable proximity,
allowing the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the needs for realistic crop yields
based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or an
Alternative Conservation System (ACS) If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DWQ. [See FOTG
Standard 393 - Filter Strips and Standard 390 (Interim) - Riparian Forest Buffers.]
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when the wind is blowing.
6. When animal waste is to be applied to areas subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the Technical Reference -
Environment file 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 conditions
conducive to odor or flies and provide uniformity of application.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that no more than
20 to 25 percent of the leaf area is covered.
10. Waste nutrients shall not be applied in the 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 on bare soil.
11. Animal waste shall not be applied closer than 50 feet to surface water. This distance may be
reduced for waters that are not perennial provided adequate vegetative filter strips are
present. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet to dwellings other than those owned
by the landowner.
Rose Tract Finishing Farm Complex Waste Utilization Plan — Page 4

❑I• an�❑ Kimd leyHorn Associates, Inc.
14. Waste shall be applied in a manner not to reach other property and other public right-of-
ways.
15. Animal waste shall not be discharged into surface waters, drainageways or wetlands by a
discharge or by overspraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist."
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, and only then at agronomic rates provided the application causes no drift or runoff
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
17. Lagoons and other uncovered waste containment structures must maintain a maximum
operating level to provide adequate storage for a 25-year, 24-hour storm event in addition to
the 1 foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage, or discharge.
19. 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 eliminated the possibility of an
illegal discharge, pollution, and erosion.
20. Waste handling structures, piping, pumps, reels, and other equipment should be inspected on
a regular basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist
should be kept on -site.
Rose Tract Finishing Farm Complex Waste Utilization Plan — Page 5

SENT BY:RALEIGH 6- 9-97 : 7:49 : KIMLEY-HORN 910 289 6405:# 2/ 3
❑�� 1Q *.Hom
and Associates, Inc,
Waste Utilization Plan Agreement
Name of Farnt: Rose Tract Finishing Farm Complex
Owner/Manager Agreement:
I understand and will follow and implement the specification and the operation and maintenance
procedures established in the approved animal waste utilization plan for the farm named above.
I know that any expansion to the existing design capacity of the waste treatment and storage
system or construction of new facilities will require a new certification to be submitted to the
DWQ before the animals are stocked. I also understand that there must be no discharge of
animal waste from this system to surface waters of the state for a storm event less severe than the
25-year, 24-hour storm. The approved plan will be filed on -site at the farm office and at the
office of the local soil and water Conservation District and will be available for review by DWQ
upon request.
Name of Facility Owner.
S
Name of Manager (if different from owner):
Name of Professional Engineer or Technical Specialist: Robert M. Miller, P.E.
Affiliation: Kimlev-14nni and_Associateg. Icam'
Address: P.O. Box 3346-8
Raleigh, NC 27637-3Q4�
Waste Management Plan Certification
This waste utilization plan, if carried out, meets the requirements for compliance with 15A
N- CAC 211.0217 adopted by the North Carolina Environmental Management Commission.
r �
Robert M. Miller, P.E.
Date
~ • V'AL • w
r
� r
17147
q.
'•..,�.ar M.
0§121
Rose Tract Finishing Farm Complex Waste Utilization Plan — Page 6

Swine Farm Waste Management Odor Control Checklist
Suurrc Cause
I'i,1111.IC.;It l -- • Swine production
HNIPs III lliinluliic 011ee1,
9 Vegetative or wooded puffers;
n itecontnlentied best management practices;
' $ (food judgment and eamulon sense:
Aui,llal hudy self lt:ej 0 Dirty manure -covered aniru,lls fury floors
I-l',ul sea faccs • Wet Inalturc-covered floors � Slotted llnors;
Waterers located over slolled floors;
n seeders at Itilh end of solid floors;
n Scrape manure buildup from [lours;
n [lnderlloor venliiation far+lryill�
~ I.l.uulle; cullec lima leilt, • [lrllte; `4a rWill1e111 manure rentovall lly 1111101, pit fUllalcu,
hutial microbial decomposition or scrape;
n t Indl:rllaor venlilat'tnll
Vcnlil.e114111 Il:eu�l l:ul� Volalilegases; 1 Fall ln:tinll:nuu+e;
thst .� 13111cle:nt nir nlovcnlenl
RECLS a`:.)
Jillr 1 1997
FA"ET_%EV_ iLLE
Sile:4l1� !F -
luiue,l ,ul f:e[.
• IZust
Waslsdmvlt between (;soups of altilmlls;
n
reed additives;
n
seeder covers;
j4
Feed delivery dotvnspnul czlenelcrs lu feeder
covers
_
Agil:lion of recycled lagoon
n
Blush tank covers; — — -- T
litlaid while lanks arc: fillip;
El
Exlen+l fill lilies to near ht}Ilnnl nI lai,l.s with
initl-slllholl Veltls
I lull, :ellc� ----
Agilalion during wastewater
n
I111tlel•flOor flush with n1HICI.1lunr velllilnliun —
conveyance
I'll ICL11.11t_.: l,eeillh A-
Aghalilln of recycled lagoon
-9
Emend ledlarl;e lines lu near huuuul ell l►ils
liquill while Ails are fillil,u
will] an[ i-sip[till vents
t_iti al:elieeu,6
Agitaiina daring sump lack
n
sump tank covers
filling and drawdowll
Ilul.iele: dr:lin collodion • Al;itation during wastewater 0 flux cowers
all iuueaiuu lx,xes conveyance
Anlrlt. - I'illve llbut 11. 1996, Page 3

Snllrce - Cause 11I Ps to Mialnlize Odor -- -- --- Site Specific 111rat:lices
Slanding water around 0 Improper drainage; { Grade and landscape such that water drains
laitltl►c, . Microbial decomposition of away from facilities
organic matter
h1anurc Iracl:cd unto • Poorly maintained access roads ran►► access road maintenance
liulllic toads final Iinu►
aCCt:S5
Addiliolud lnfinili alinn :_ _ _ Available From.
Swinc 1 amirt: Mamuuemcat ; 030011t WIMP Packet r — -- 14CS11. Ctiunly lixicnsiun Center
Swinc Prodtictintl Dann Potential Odor Sources and Remedies; EDAE Fact Sheet NCSII - RAE'
Swine t'radnclion Facility Manure Management: Pit Recharge - Lagoon Treatment; FDAU- 128-98 NCSI I - 11A F
Swine Prlltlttetinil Facilrey Matlliri: Management: Underfloor Fhlsb - Lagoon Treatment ; F-DAk 129-8a NCS11- t1AF
1.:1l;nnn Design anti Managcnit:nt for Liveslocl; Manure Treatment and Storage ; VI]AE 103-93 NCS11 - HAli
C :allltraliun of hialuarc and Waslewslcr Application Equiptucnt ; EUAfi Fact Slleet NCS11 - BAF
c•nutrollinu Chlors liana Saviltn lluitdings ; PIII-33 Nest - Swinc ldxIemsitIn
Etivirt nanuMul Ausurunce Progru+p ; NPPC Maluml NC Turk Prnttueurs Assoc
(1tllinns liar Mitnuginy 0dcar ; a rapnrt tram 111e Swine Odor Task Force NCSII Agri Ctinilmialiciili011s
1•Imisatict: C.oiicems in Animal Manure Management: Odors anti flies ; 1410107, 1995 Cullferelicc I'mceediligs I-Iurithl tasnpa:rativc list► nsiuel
AM( W - I love mllcr 11. 19!16, 11ilge 5

Insect .Control Checklist for Animal Operations
Oulu rc %liuse I1MI's to Culilt'ul Lisech; Sile Specific Practices
---- - - Liquid Sysleuls
hhlula AccuuSUialialt of solids i:Iuslt system is dusiguld aml oper.ded
sufficiently to remove accmnutaled solids from
goiters as designed.
Remove bridging of accmuulaled Solids 01
discharge
1.,LCuutls Mid [lilt cl-tislell Solids Willtilill l'Jg0011S. SCIlling basics Glad pits when:
pest breeding is apparent Its minimize lite
crusting; of solids to a depth of Ito more than b -
8 hichus over ninre Ihan MY o of snriuce.
Vendalivc
l iau►vlla
�Fccd Sl�n;gx
• _ Decuying Vegelaliou
l=ccd Siailfagc
• Accultnalalians affecd residat:s
Maintain vegetative control aloof; banks of
lagoons and other impotindments In prevent
accuuutl,-tlion ofdecuying vegetative maller
along; wales s edge on itupntuadtueill's perimeter
Ivry Sysiculs
DwAl il. aperale and maintain Iced systems
lumkers and troughs) to minimize lite
accimillhilion of decaying wastage.
Cleall up spillage nit it mmine basis (e.g., 7 I tl
(lily interval poring sunnuer; 15-30 day inlcrval
.during winter). .
- Itedtice moisillre acci mulalioll willtin and
around immudiale perimeter of feed storage
areas by insuring drainage away fraill silt
and/or providing adequale cniltainment {e.g"
covered hin for brewer's grain and similar high
umislnre grain ju-nditcls).
n Inspect her anal remove or break up accumulated
solids in filler strips aroutid Feel storage as
needed. .
A1`11l' - NOW:nther 11, 1996. p.tgc I

e
IN-lortality Management `lethods
(check which me:hcd(s) are being implemented)
Burial three fee: beneath the surface of the ground within '_- hours after•
knowledge of the death. The burial must be at least 300 fee: from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106.168.77 D%g 0 V"'Ak W;, � � LC
°L 6eo-1 Con+ainei-- urid rl!L 'i
❑ Complete incineration Coltec-H bu grvcl-
❑ In the case of dead poultry only. piacina in a disposal pit of a size and design
approved by the Department of ,agriculture
:1 Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endanaerinz
human or animal health.- (Written approval of the State Veterinarian must be
attached)
-.Q.

RECEIVED tr RECEIVED �
• D
Jura 1 8 1997
.flair 1 a 1997
FAYETTEVILLE FAYETTEV LLE
AEG. OFFICE- REG. OFFICE
IRRIGATION SYSTEM DESIGN PARAMETERS m
j n a
Lm+r,^ Sau45 c fWe,
m
ndaerlOpsratarl`lam� ougty:
Address: �u t ? �nrr `,.�. r,4T. r^ $ O Is �Q �' N
PC-. PAM �f$ o;e- 101i 0 c 2'954 < Date
Telephone: 1
v 3
' r
m p
TABLE i Field Specifications .3
I9sH t
Num&er
6Litmum
useahk Stria
(acres
SOU Tr Il c
Star-
C- 5
Maxi num
Nlm n= Arpttertle.
Appacatton par Indgultm
Rao Cyae3.
0-4- )
CoavneeNs
Ficl Z
140.t13
v-,, ass
.G
rie4 2
5 TOir
0.3
cc ro, 55
4 7• T5
fifla I
1d.,a6
O.3
Luz
6 Cc r, Dac, ra,SS
O• /.7-S
7
1 see attached map.
ZTotat field acreage minus required buffer arras
3Rtfer to H. C. inigalion Guide, Field OtT�ce Tedutical (bride. Section U G. Annual applicalion must not excced the ugronoauc rates for the soil and crop used.
NgkM, NC
WNl3, 1996

r
FXK331T D-2
TABLE Z - Traveling Irrigation Gun Settings
M"Model and Type ofEquipment: Nelson 150 IVA t)O.9'Ritig Nw* ,a� T�wuel��� Po'd��l�i3613m aoNP?VwP IVeCC) Lpwq P vh4
a
a
�
r
+
• /
MOM
'
'•�'
•
OEM
i-
t Sex-nacbed chap.
2Show tepkWe ethics Car each hydrant lmdimt in each field.
3Use the foiiowina abbreviatiuns for various art pattema: F (Cull circle), TQ {three qu:rtecs), TT (two tbirdv� H.(holf c rclej T (one third), Q (one quarter).
May also use ti uccs 8fam. -
NRM NC
JT_INE, 1996

TABLE x - Traveling Irrigation Gun Settings
Make. Model and Type of Equipment: W6- IS ri 5W\
00.`i "
Rto.y NoVle
-3otl T(atreor) p.,3G413rn PO PU"Y
EQUIFMP.NT SE-TINUS
FiddKol 'travel Application TRAVELLANE
I
Weued
Nq=le
(parting Opvsting
and Speed Rats Uffectira Fon ive
Dtaa%der
Dumper
Prca re Pretsut• Are
Hv&mt No' . Whdnl fk/hrl mrah fin lw,ea, fAl
rfeetl
Alw* - I
Sn [t - (. it rd 2m] fnti% r.nrrn3 Uonrewees
M XFWrT D-2
V (4
IND
`
r •
�r
a •
•
_
•
.�
, �
tirrii►:�
I Y
�
��
mm
L
_
Iwm
-
t
1 Sec attached amp,
ZShow sepame entries for cash hydrant location in each field.
3Use the following ahbreviaticun for various arc patterns: F (Cull circle), TQ (three quarters), Ti' (tua thirds), H (half a rcle), T (one third), Q (one quarter).
May also use dcgroes of am.
NRCS, NC
TUNE, 1996

M xl R31T D.,
TABU 2 - Traveling Irrigation Gun Setting,%
M"Model and Type of $quipment: tieU °,Jun ula•q oovl' '3otl 'T(omllvr) 94•[ya 1/a'SCAt3N POW Vv1,'f jVe(o t INV(j OCI,f Vht'f-
mom..
�
s
�
mom
E�
•
o
®
r
r
mum
I RZORWANUMEfamm
Kim
= See anached nup.
ZShow aepamte curries for each hydrant location in each. (icld.
3U3e the following abbreviuK run fa various arc patterns: F (full circle), TQ (111ree quarters), TT (Lvm thuds), H (half c mlej T (we third). Q (one quarter).
May also use degroes of arc.
MRCS, NC
JUNE, 1996
D
{
I
I
K
m
tj
ID
Q
N
N
A
ER
w
N
m
w

See ftP
TABLE 4 - Irrigation System Speciftcsttiom
Traveilog
Irri atlan Guri
Sand Set
Irrt alloy
Flaw Kato of Sp riftWe r (gpm)
Q �'
perating Pmsmm •t Pump (pal)
'9S
Design Precipitation Rate (in&r)
0 3�
xa:e Ungth (fee)
1 /O
xxxxxxxx
Typo of Speed Compensation
NOW-
xxxXxxxx
Pump Type (PTO. Vaglne. Elccaric)
Ol (
Pump Paver Requirement (hp)
a C)
TABLE S - Thrust Block Spedfeeationst
Desloner maw nrovlde thrust b1nelf delsile an sen�rgte ehret_
LOCATION
THRUST BLOCK
AREA (sq. M
Sou Bond
q
Dead End
"a
Q • SZ
a
r.
'See USDA -MRCS Field Oiiice Technical Guide. Seeman IV, Practice Code430-DD.
EXHffi1T DA
MRCS, NC
RUNE, 1996

MAY--07-9T, W,ED „01 :23 PM Land & Nutrient Msmt . 910 299 2111 4532 P. 07
LA-
"'
r

f � l
p
4
m
EXHIU D-3
�o
IRRIGATION SYSTEM DESIGNER tj
m
��4'�tM CAR
Mime: her r)-t m ll i� � 6. _ o�Essroy9 9
caerlsany: l }
A5S C l rx t� N
r
SEAL
Address: p, o. �GOC 33+a 6 a�elgh N e 2�,(r3G-306� 17147
Phone: X� - a
REQUIRED DOCOMEN IM ION '•, M_ hA �•• err+rnrs+�+s�� t4
The following details of design and matetm6 must wcompany all inigmim designs:
t. A sale drawing of the proposed irri�lkn system which imaudcs hydrant locations, travel lanes. pipeline routes. thrust block locations and buffer areas wtxre applicable.
I Assumptions and empntations for detertnuum total dynamic mead and horsepower regmremetft
3. Computations used to ddcrmine all mernline and lateral pipe litres.
4. So== amdlar calculatiems used for detem bdug application rates.
5. Cornpuhtiaas used to dQtC mi,, the size of thrust bloc and illustrations of all tluust block conf iearations required in the system.
6. Manufacturer's specifications for the irrigation pump. traveler and Mrirtkla(s).
I Manufariwer's speciiicatious for the in igation pipe wWor USDA-NRC9 atandard for Irrigation Water Conveyance.
N.C. Field Of me Technical Guide. Section IV, Practice Code 430-DD.
a. The iafmuWian required by this farm we the matiinwo requirrrnents. It is Ore respcwsr'bility of the desrguer to consider All rdevwa fnda m at a parlicular site and address them as
appropriate.
9. Irrieatioa kes shmW not be installed is tagomor storage. pond aubmik ants wiftut the approval of the dcaigaer.
NOTE: A buffer strip feet wide or wider must he maintained between Qre limits of (he irrigation system and all Pera=aal
streams and surface waters per NC State tm
NRCS, NC
TUNE. 1996

I♦❑ 'a'nmd -Flom
!• and Associates, Inc.
Narrative of Irrigation System Operation
for Rose Tract Finishing Farm Complex
Producer:
Jimmy Sauls
Location:
Rose Tract Finishing Farm Complex --- Bladen County
Telephone:
[phone]
Prepared by:
Robert M. Miller, P.E.
Kimley-Horn and Associates, Inc.
Prepared for:
Jimmy SauIs
Murphy Family Farms
©ate: June 2, 1997
Type of Operation: Swine: feeder -finish
Number of Animals: 22,032 (3 farms each with 6 houses @ 1,224 animals each)
(design capacity)
General
This irrigation system has been designed to accommodate the irrigation of land for up to three
finishing farms at one time. This has been done as there are three finishing farms (sites #1
through #3) on the northern portion of the Rose Tract finishing farm complex. Each lagoon is
equipped with a quick disconnect hydrant. There is a 6" Class 200 PVC piping network which
connects all hydrants in all three fields. The premise being that any of the three lagoons can be
irrigated to any of the fields 1 through 3. The pumping system is a portable system consisting of
a 20HP centrifugal pump and a water cooled diesel power unit mounted on a trailer to overcome
a maximum total dynamic head of approximately 89.5 psi and provide at least 70 psi at the spray
gun. This will provide sufficient hydraulic capacity to facilitate irrigation from any of the three
lagoons to any of the hydrants on -site. The farmer will tow the pump trailer to the desired
lagoon, and irrigate per the waste management plan for this farm complex.
Thrust blocks have been provided at critical points (fittings) in the design to account for thrust
forces during pressurization. Air/vacuum release valves shall be provided at the high point of
the buried piping network. Air vent valves shall be provided at the low point of the piping
network. Piping isolation valves have been provided at approximately 1,000 foot intervals for
ease of maintenance in the event that a section of piping requires repair.
Operations
The operator should refer to the information in this design submittal for hydrant locations and
pull lengths, travel speed, application rate nozzle size etc. The operator must make the necessary
adjustments for each pull. When setting up the reel, make sure it is level and the stabilizer legs
are down and secured. Engage the brake then discharge the anti -rollback lever and the drive
mechanism. Pull out hose at a speed not to exceed 3 miles per hour. Engage drive mechanism
Rose Tract Finishing Farm Complex Irrigation System Operation — Page 1

Czm
mand Associates, Inc.
and anti -roll back device before disengaging the brake. Prime the pump set up and start the
engine at idle. Operate the engine at idle until a solid stream of water is exiting the gun, air is
out of the line and pressure is slowly building on the gauge. Increase speed of motor slowly until
desired pressure is reached. Set safety switches to ensure immediate shut down of system if a
problem occurs. Also, set the timer to shut off pump at the time a run will be completed. Idle
the system down instead of relying on the safety timer.
Maintenance
For winterization, disconnect all flexible hoses and end caps on gun cart, then pull out hose half
way to purge enough water to protect against freezing. Refer to all equipment manuals for
proper maintenance procedures. Inspect the system periodically to ensure that there are no leaks.
Rose Tract Finishing Farm Complex Irrigation System Operation — Page 2

❑Klmley-Horn
and Associates, Inc. L� sheet No. / of Z
a suN JobNn. �����,
Desired by J� pm lWl We " � Checked by date
I
' ASS�>��7l;lAVJ•
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Kimlay-Hom
and Associates, Inc. Job Subjo Shestl4o. —`Z Of
Job *
Designed by ALI Date Chocked by Data
7 'T '--7--
'3
&C
t"L
j�L e, I 4c,
7
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4zin i
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L

E30A PERFORMANCE GUIDE
E30A X 1003' SLURRY -REEL PERFORMANCE
Application Depth Chart - Inches
e
Enginehrottl
HElSOH SPRINKLER SYSTM 'Area Covered
Throttle Setting
FtlHourTravel Speed
-
RR150 PERFORMUCE IHI-Er Per Run------
W---- --------------Low--------------
Setting
a H0Z PSI -I GPM DIA PSI Width I Length Acres
IN 280 20fl
160 120 80 40
Nigh
1.03" 60 192 309 95 Zia- 1105 5.3
-02 0.3 0.4
0.5 0.5 0.9 1.1
3600 rpm
ROIL 74 197 310 .111 217 1 1102 5.5
0.2 0.3 GA
0.5 0.6 1.0 1.9
or:9' 80- 210 320 126 224 1112. 5.7
02 0.3 0-4
0-5 0-7 1.0 20
Low
TAPER 90 223 339 141 231 1116 5.9
02 0.3 0.4
9.5 0.7 1-0 2.0
2400 rpm
1-18 50 Z06 300 94 210 1105 5-3
02 0.3 0.4
0.5 0.7 1.0 7-1
RiRG --50 225 - 315 .112 221 1110 5.6 _
OZ 0.3 0-4
0-S 0.7 1.1 2.1
or 1-0" 70 245 330 131 Z31 1116 5-9
02 0-35 CA
0- 0.7 1.1 2 2
TAPER 60 20 340 146 233 1119 6.1
0-3 0.3 0-5
11.6 0.5 1.2 2J
1.26" 50 - 255 320 115 224 1112 5.7
0.3 t].3 0 5
0.5 0-8 1.2 2-4
RINK 60 276 335 135 235 1117 5-0
0.3 0.4 0-5
0.6 0.8 12 2.5
of 1.1" 70 295 350 156 Z45 1123 6-3
02 0.4 0.5
0.6 8.8 1.3 2.5
TAPER
HOURS FOR 1000 FEET OF TRAVEL- LB 3.6 5.9
6.3 &3 IM 25.0
The area cavend may vary depending on mind conditions. Wd dimensions and use of unspecified spr[ni km .
Ike sum fact pmare is flee pressure at She inlet to the traveler and Iodudes anew ces tm We baveter ptnmfftp and
drive. PE inks and sythiler ope allop pees wc. It does oat Include my pr=Ke allowance for Held eleutlon or mainline
pmw - a loss,
- 1 WIL sgeclacatlaas ate ablea ta apace Whoul. ovate.
1

- start-up & operation - -
30A PERFORMANCE GUIDE
30A WATER -HEEL PERFORMANCE
INCHES DEPTH OF APPUCATIOH
WILSON
PRINKLM
sylym
01RRIGATIO
TRAVEL ZFEEO - FEET PER HOUR
&RIM
P2APONMANC1
1+M
ARIA
413
10
78
100
150
soli
500
A 11Q=:
M GPM I CIA
P51
tNim x LNtITH
1.05'
10
In
300
105
110 x 1105
111
1,1'
1.0
0.7
0.9
0,4
1.2
Aiag
70
1s7
Zia
125
III X ling
1.1
1.1
1.1
0.1
0,1
0.4
0.3
or.10
g0
211
320
U5
224 1 111E
2.1
1.1
1.1
a,g
0.9
0.4
0.3
Tapir
11
213
no
158
"I 1t 1110
2.1
1's
1.1
0.9
0.1
0.4
0.9
1.19"
5a
203
300
101
210 x I10$
LI
1.s
1.1
1.9
0,1
DA
0.3
R13g
10
221
311
127
111 A Ilia
2.1
1.7
1.1
0.1
0.5
0.4
0.0
1r 1.1-
71
245
331'
141
231 1 1111
2.2
1.1
1.1
0.9
0.1
OA
0,3
Taper
tin
210
345
145
131 x 1111
13
1.1
1.1
0,111
111
0.1
0.3
1.200
So
255
320
lug
224 1 lilt
2.4
1.2
1.3
1.0
1.1
0.1
1,3
Ring
5o
171
333
114
235 x 1117
2.5
2.1
113
1.0
8.7
0.1
aj
ar 1.1•
Toper
wouss FOR 10a0 F Err OF TRAVIL:
25.0
20.0
13.3
10.0
1.7
r,0
7.3
lralarn Intel Orenure aeawo above 11141 Turblse 001W. 1011AS Orlvea win he oppr ar 10 PSI lower,
'Ana opined eaT roil depwdlrl as clad osadilirn, Nrld dkeensloa sad urr of raglsNEed sprlriders.
The "1"11 arm savuod per rve is 6.4 aorm
Tha I9Yrirm Mill Prnwre' Is tee pnnns r1qulre41t the Imalrr Milt. Il Includes alla,sanees 1sr the Iraveler plutabl" all
drive, PI Who and sprinkler pleasure. Turbtu drlws W01 revutn addriloml prpacn at h11eu cpndi, p don Aet Include 1aT
pmsnm 1111wMod to Staid slovaual or m11011aa }recurs toll.
u a 1 es h 7g r hr
R Ih1 alga I u"10011 p111y at flu4nd apes a UK asl Per I -
NOTE: tpooilltalleas M snblast to change Withoo111e11s1,
SM01.1
18
;.y

LISTER/IVEC0 POWER UNIT
WATER-COOLED
January 1, 1996
LPU.WC
MODEL
NET CONTINUOUS HORSEPOWER
LOWEST
FUEL
CONSUMPTION
ENGINE
SPEED, A>aM
1600
1700
1800
1900
2000
2100
2200
2500
LPW2
9
10
11
Al
12
13
13
15
.380 4 2000
LPW3
14
15
17
-.18
..19-.
20
23
.380 0 2000
LPW4
18
-19
:"22
95
96.
27
31
.380 0 2000
LPVVT4
28
P
31
I_
35
' 3E
39
'41
43
.40001800
OY r --a 1
"34
36
SMir
.362 a 1800
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
if equipped.
2. LOWEST FUEL CONSUMPTION is in lb/hp-hr:
Gallons/hour = Actual hp x lb/hp-hr
7.076
3. DERATING:
N.A. engines:
Temperature — 2% per 1 OOF above 850F;
Altitude — 3.5% per 1000 FT above 500 FT
Turbocharged engines
(LOWTO
Temperatur6 w,„'.30/* 1 OOF. above 85°F,
per
Altitude — 2.596'p'er 1000 FT above" 500 FT

ENGINE DRIVE Cur" 4117 Pag
Dated I-3-72
0
•
El
Cue: Msww C.I. POLML K-1926 Moen Ma H-,928 VARIOUS ILPX - epchm
moo4w C. I. PoIll" L-3076 mm&*& L-3077 Ow13-1/20 FULL 'T.D.&L.ImbewWwat .
550 MAXIMUM WORS1014 POICISUP19 247
500 20,
450 40
400
r 0
" M"m
ka
23
3000
soft-
2 5-NW.5
- 4114
amod
200
,50
Ya
WEN
50
�ht -%N� pn 996hN MI
NOV.,
mcau. Zap�,�,
i TD3L
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900
GIPACM IN U.S. GALLONS PER MINUTE .
" C-7045 eamoo T-2805 sp.. C-7045 caud 5-11-7! 0. -2-22-7- MCDnBZ-LJQBL
CAW moda C.I. P.& N& H- 1 926 MocIL. X& H- 19 38 Ywous ILjp.jL - Cwtiss
woonw: M*ww C.I. Na Na L- 3004 M.dLlr L-3039 D116 i3l-i/2" FULL f.b SLL %I NOW -W, of
Maximum WoRKimo PRcssuRc 247 PSI qj LK (3
30
500
20
3
10 :d
0
400
0
1
M-0
lum
350
—wb.4
3
EEO
3W
1
H
250,
r44
200!
MANZ
F4190b-qq-q
lqqwpl�
00
50
0 --till
TUSL
50 100 150 200250 360 350 400 450 500 550 600 650 700 750 800
CAPACITY IN U.S. GALLONSGALLONS PER MINUTE
9-3-1, I0-27.71 MODELB2-rjosm
C-7046 @saw** T-2804 sww"ow C-7046 *mud a.,
�
81211

r
INSTALLATION
Fiamond Agricultural PVC Pipe should be assembled and
installed with uniform and continuous support from a firm
base in accordance with the installation procedures provided
in ASTM D2321, and the Installation Cuide%r PVC Water
Pipe (a "pocket -sized" edition is available from,your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
System, ASTM D2487.and ASTM D2488.
Tc assemble, clean mating surfaces of the bell, spigot, and
gasket. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to ilia entire spigot end up to Elie
reference mark. Also, apply lubricani to the contact surface
of the oaskci,
Willi the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
apply force, ilia pipe should be protected by placing a board
between the bar and the pipe.
r
If norrhal force does not complete lhcjoini, disassemble the
joint and examine the parts to make ce,.ian they are free of
obstructions. Visually inspect Elie contple:ed joint to insure
the nasket has not been dislodged.
T:Ote S.
APPROXIMATE GUIDE FOR ESTIMATED RANEE OF DEGREE
t1F COMPACTION VERSUS EMBEDMENT CLASS AND aIET1100
OF PLACEME T AS PERCENT Or STANDARD PROCTOR
DENSITY OR RELATIVE pE.4S1TY•
FOR I.RANVLAR MATERIALS IN PARE.NT10:SIS'•
CLASS OF Er`IOCOMENT i I I II I III I IV
'urr XJAL UESCEI/nON
Iw1aa..d
Galva
S"NeGn.a
■I..d•GY
Igrri,3lt
S" • Cw.
sea
Sr+a
If-
dry..,w rrrure rel.lor nrts
1 I:
s It
q Im
1-clow
rl Raw 10 RtIIN.:I 0c".rr 0+11i1
• t'7•lm +fI &M n Im
Cs"rrl ■, I4-rl U00C.
,a .,rlry•1
(17•IQI)
16t5
.n ltla
nr•
W rl J
ry'10
M.-J. M µMu>u
C...iw.. ot tsnl.r
tali
m{1
lf6 751
Ila i'.
I
If
01.41...
IQ {Q
.,.....
w w
la 1,I I
f6 rl
MYr
It
NIl
f4 Lia
+Ill
LI
I
rf 1•r.l .\. ., ..,J .. I.rl w,r r..
1\.. w1A ., ,. .• , .Ir. ..rw.r f-.\ rl,�i .. ..f• ... .-.n.. r•.Na••..�r. ._ _.
..,r•.1. �,• . ,.r .J�r.w•.. J.f lf.._.l•.r,d ..•• 11. . ... ... ,,. + • ! •.r•• '.1 .•
Tittle it. uoi S1:Rl►-rI0I1 00 ,..I■r:ou, Nr µM1Y.■LL CL+\.n•a.lilt—
tYIL SOIL 0/�( off N
CL. e>t fin' v.ri �lq CL •.•q,a •r.aa
11-t.• u.•..fr...d ryir ,•r,4 �...1 IN ++ ,A w•,. ,... w �1+-. r
,irfr, r.,rJ. .••r, N, r,M r,.l•.r• ._ r lw•tiJ r+ r •... ,...•
r.L Ir+W •I•L rrr., w r.\•\� •IrW
C1r. N Irr •• CIO r.a.I,,ra p.•.i •fM ,..«I ..r �....... l.lr ... r_. Y.a .. ..�
wr■rw r•�rM. 14+.. •J.r r.r {t{.....•,J_r+ 11..r..
d ►Y1r ,•ri,I k rr t•r•I.rr rw.w. 4wr w _ i... • Yr{ _ r.. J
.Mr l,rrr w..urr rllr •.r« �. Mr .•{_•_.1r1•. tit .�.•
CIL..
,W r,■./r\Ifa •rM• w Y•'rlh ,rrl. Orr � r.l_. .,.. r i 1..w_
iw..r rrr, w . v r ...r rr 15{ •n•rJ.- �+,,. •. •. 1.4w
l► I'•.rh rrra ,rr. rr 1.•.A, rr.M.. 4-r... Irr. . .wr rw[ J..__
WM,rr. /41 V t .. -rr .al .f„r'.+r ►\\.r -... f4�
('1•n III Ste..• CM 14" 41,wr, r. I.W ••h ... rr{ r .4.-.. .,._.,.r..r
r.. I ,r.,. arrr rr Y•l +r.Y _ +.+ hr„ ...
/x CIIr.. r•-r•. y..-.r .•.,J.Irr _. Yn .. _...J ,...- •...._ ...._,
1u I,Yr.r•r.,rr•J .\., rr wa .. .... .... r.._. ... 1 --
FLrr wr }a{ w,..w,.1 w W —
SC CS•r.T try..-4.6.9_ Mrr rl .J ..._. .__ r•_.... 1
('I.- I• Ir. K fwSr. .i....r f.r •r.► _a IL_ ...Iw.. ...... �. r
50% r Y.I lsa _ n w• ti 1a r
Q1".rrr .IN•.I a_. .. _J.r Nam. .M..... .. .... .... . ...
Irw., I, r.
CM Iw.I— .M...1 M.• , 1.. •• .�
CI•.. 1' SN. IL i1,r +Jw rr �,w .,w..l•.. r :.. .... .. ... �. •. \.
no IXg— 14r.1 •rn..n .•r.•nr�w :..r. •..... ,•rr. {rl .. [
' r. r..r, 11.. � .r •• I
R , hr. rt.4 r/r,r..
I—. N.Wwr+: ASTM 0 lal,r w l+fl...1..r...1 ... .J•Ir„-... .+, ,+�+
o..rrrr. r.\ •ITM D 11l1, 1- J.r It. ,•,.. li `.1 .-..
... ' I. _.r.1•rr •.. A.11M 0 :IIT,' W.... 1. r I'% r•.--/ - . ... •..r..
w�•11.1w— rW__.1' cl.. I[•r r i CI.•. ill
The haunching area is most ilnporl :r ; to the support c:
PVC pipe. For good support, the li;wnching _rca Should
compacted to the deasitics oive:l in the Long
Deflection Chart.
Figure 2

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In -line valves can be suopi ied vji tlti
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete; Manufacturers recommended thrust blocks at any
change in direction greater than 100. Figure 1 gives -an example of
different arrangements for thrust blocks.
r
Figure 1
1
Example of di`terent a-range,7:ents For thrust

a
Ficure 2. Anchorace blocks for in -line valves.
Table I is Che forces encountered at, end pl uas . to ca 1 cul a to
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Thrw;t- in bs _ for test
Pipe Diameter
(inches)
100 PSI
150 PSI
200 PSI 250 Psi
_.
295
440740
2
455
680
1140.
2!;
660
990
19716:0
3
985
1480
1970 2460
4•
1820
2720
3630 4540
6
3740
5600
7460 9.i50
8
54-90-•
9740
13,0do 16,200
10
10,650
16,000
21
-,300 26,600
iz
15,150
2z,700
30,200 37,800
14
20,600
30,800
41,100 51,4C0
16
25,600
39,800
53,100 66,400
-6-

4�"' a �• a . } i
Thrust 14 for
.. Factorsfo
Tabl ariTees.
edr s
j e..2. ..1bo
Oo 1.Al vv Tees
= a.�0
El bows
600 1.00 '
450 = 0.76
300 0.52
22 5. , 0.39
Table 3 gives the safe bearing
load for different soli types.
Table 3. Safe Bearing Load
$ail
lb/ft2
ilulch, peat and Z07—
(11.Soft Cl aySandSand andgravelSand and 9ravelwith clay
Hard shale
T bl e 1 & Table 21
1J ~ Th ru s t t a b e 3)
t2) Soy bearing st't
Thrust 4}ack area (f. �, - }
thrust blocks,
check with the manufacturer of the.
lacing•concrete that the correct size thrust blacks are
in p to ensure.
pipe being used the
bei„rig, used. that can be used to prepare depth of
number cf machines moisture content.
There area Soil types, must be considered. lows
trench far PVC plastic pipe' diameter 0 pipe or vibrating p
and, type and trenches, backhoes-,
trench required �•�neel olow can only be
chain trenches} ara tion. The vibrating•.
Generally and generally is limited to the smaller
will be used for trench Prep
solvent weld PVC pipechain trencher or wheel
used for fPipe-tUnder most Conditions the cha wide trenches for large
} than %.he backhoe. r If soil
diameter. o fas�er well be most satisfactory,
Y•pipe
trencher will be the backhoe
required, stretches ar open trench will expedite
Pipe are req it, long t is forecast the pipe should be installed
conditions perm �f rain turns in the line at obstructions)
installation. However, To avoid sharp the Pipe.
back' .ttrve� within 11^1i t5 of cur'rature Or
and the trench ;.
trenches should be c ,;-
'7 r
69M&�
4
Mt

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
RECEIVED
JUN 2 4 1997
FAYETTEViLLE
REG. OFFICE
June 19, 1997
James Sauls, Jr.
Murphy Family Farms
Rose Tract Finishing Farm Complex (Sites 1,2,3)
P.O. Box 759
Rose Hill, NC 28458
Dear James Sauls, Jr.:
Ova
C)EHNR
Subject: Application No. 09-205
Additional Information Request
Rose Tract Finishing Farm Complex
(Sites 1,2,3)
Animal Waste Operation
Bladen County
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by July 19, 1997:
1) The Waste Management Facility Site Evaluation (NRCS Form NC-CPA-17) for Rose Tract
Finishing Farm #1 indicates that the facility is not located at least 100 feet from a "blue line"
perennial stream. Please submit a map and any other relevant information describing the
relative locations of the proposed waste management facilities and any "blue line" perennial
streams.
2) The Waste Management Facility Site Evaluation (NRCS Form NC-CPA-17) for Rose Tract
Finishing Farm #3 indicates that the facility is not Iocated at least 100 feet from a "blue line"
perennial stream. Please submit a map and any other relevant information describing the
relative locations of the proposed waste management facilities and any "blue line" perennial
streams.
Please reference the subject permit application number when providing the requested information.
All information should be signed, sealed, and submitted in duplicate to my attention at the address
below. The information requested by this letter, must be submitted on or before July 19, 1997, or the
Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200.
Please be advised that operation of the subject animal waste management system without a valid
permit is -a violation of North Carolina General Statute 143-215.1 and will subject you to.the enforcement
authority of the Environmental Management Commission.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If you have any questions regarding this request, please contact me at [phone], extension
362, or [e-mail].
Sincerely,
M 7-
Michael T. Lewandowski
Environmental Engineer
State Engineering Review Group
cc: Fayetteville Regional Office, Water Quality
Permit File

Animal Waste Management Plan Certification fZlr, �T Fmn
(Please type or print all information that does not require a signature) i�
Existing or( a or • 'Expanded (please circle one) .
J t�lv 1 t� 1 `Iyl.
General a' • L FAYETTEVILLE
Name of Farm: kCfr I T i �C 1' , �+, s �► N r, l �t l'ti•; S )1 # 0) Facility Nof EG. OE _10E
Owner(s) Name: Phone No: 91-4— f`1 a t 1
Mailing Address: R 0 - (34'`/ ": (�09f H 0 1 WC ';,9 Lis(f
Farm Location } 7, County Farm is located i
I
Latitude and Longitude:3` 4U t
(3 tarp► -
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): Z
. r
J
Operation
Ti pe of Snine No. of Animals
0 Wean to Feeder
V Feeder to Finish 2z 13 111-1
M Farrow to Wean
Z) Farrow to Feeder
3 Farrow to Finish
7)pe of Poultry No. of Animals Type of Cattle No. of Animals
D Layer O Dairy
O Pullet O Beef
Other Tjpe of Livestock: Number of Animals:
Expaadirrg Operation Only..:.
Previous De'sign Capacity: ,Additional Destgn:t:epd
Total Design Capacity.
Acreage Available for Application:- _ + D Required Acreage: =, U�3
Number of Lagoons I Stara a Ponds : .,_'Total Capacit% i; �� °' y• Cubic Feet (ft ) g
Are subsurface drains present on the farm: YES or (NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
-Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that. any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a mart -made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. 1(we) understand that -run-off of pollutants from lounging and heavy use area must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and. Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Opt n r : fVlu F
Signature: ` Date:.._._
Name of Mahaae`F(if different from
Signature: Date:
AWC -= January I. 1997
I
N C-
► rr
r

Technical Specialist Certification
LAs a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6'r .0005. 1 c:rtifv that the animal waste management system for the farm named above has an animal waste
mana meat plan that mr_:s or exceeas standards and spe~tttcations of the Division of Environmental Management (DEEM)
as specified in 15A NCAC or exc i and the USDA -Natural Resources Conservation Service (MRCS) and/or the North
C arolina Soil and Water Conservation Cornntission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .0001-.0005. The
following tic-nents are included in the plan as applicable. While each category designates a :ethnical specialist who mayriirv
sign each c:ritication (SD. S1. WLP. RC. n, the technical specialist should only c:niiy pans ,`or which they are technically
comoe:er.:.
II. Certification of Design
A) Collection Storace Treatment System
Check the appropriate box
J Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
Ne,x expanded or retrofcaed facility (SD) CARO(�''%
as but not limited to collection ds.
Animal waste storage and treatment structures. such �t �f •>�i�yp6a
. 0 •� ,
have been desimted to m=t or exceed the minimum standards and sxcifirdcns. = �� ql, •�
S AL
Name of Technical Specialist (Please Print): n t i7147
Affiliation: Il l _ hj �, f . ¢ <_ s C C� •
Phone'bc;t`� �J
Address(AQeacy): 'v /�f�,I�n
Signature: P
Date: 6// [ / /'!tfl••
B) Land Application Site OVUP)
Tne plan pro%ides for minimum se -,=dons (buffers); adequate amount of land for waste uLi,I `�,j�E'y
suitable for waste manaeemem; hydraulic and nutrient loading rates. �.�.DEESSIoti..�9
Q q :
SEAL •
Name of Technical Specialist (Please Print): -
•
Affiliation: A' k4 - ��� cJ •:
Phone No �.
Address(Agency): P •
Signature:
)ate: "�?` ('.
C) Runoff Controls from Exterior Lots ��ntlt!!tlf,t
Check the appropriate box �`���Yt CARo(�'•,,�
Facility withoutexterior lets (SD or U P or RC) �';••�c�ESSlo*%
q ••
i ae q` _
This facility does not contain any extenor lots. SE AL
17147
_1 Facility" with exterior lots (RC) `
Me -hods to minimiz: the run off of pollutants trom lounging and heav}'use areS4'
s:cerd=c::eith technical st_nd--,-ds de•:e?ooe b}' MRCS. �.,
Name of Technical Specialist (P!e2_e P-rEt : f a P) P1�1/�
.�iI11t;a1Cn: lri �r'�
�,. Y,►r�' lira It ;1P`tcr.: No.: 91
f/',�Yu%y.

D}. Anplication and -Handling F4uipment
', Check the appropriare box
❑ Existing or expanding facility with existing waste application gguipient (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for tirning of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as pan of
the plan).
New, expanded. or existing facility without existing waste application e-nuipment _for_snrav
i�.gation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan. (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as pan of the plan).
s reading not using„ PL�X1Ti11:, 14.1i. (WUP or I) .r''ZH GAROI11,o#,
Animal waste application equipment specified in the plan has been selected to a trto
,
accommodate the waste management plan; (proposed application equipment can c*er by'�tte
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a 5� or fi ng of
applications has been established; required buffers can be maintained; calibratioAnd idju1S 7Urid 4C
contained as part of the plan). i 71 �
Name of Technical Specialist (Please Print):_
a Y Affiliation: _ I` l rn l eui - Her A/ 4 115 f 0(
Address(Agency): &0. 334Ge ptd"i'
Q�
. �•
�A m 4 l �'••�NGI NEE �
Oc, ZVY- iD61—phoneNo/.:(}t��onr�_
Dates •'�7 /� sl�llA . 111.110.
E) ro a e SION,es
The waste management plan for this facility includes a Waste Management Odor Control Che41ciist an ntro
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of3mth'tpd tasecja
have been evaluated with respect to this site and Best Management Practices to Miniv V.
Management Practices to Control Insects have been selected and included in the waste manag ' ani s
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented'by��tl4isMci'��.`�
Name of Technical Specialist (Please Print):_&r� /r, Yrr d t E,
Affiliation: _,E I Kt1qt, fiorry i r;ssai,a, s
Address(Agency) : .O. ' 1dc-'1--0?(-3 hone No.- Q )`'�
I
Signature: "�* r� �'rr ! ate:/-f `t 4arn111�,�
F) Written of a gLNew or ExnandingSwine *20.10' ESSIp'••4'
The following signature block is only to be used for new or expanding twine farms that begin construc�fon une �s-
21,1996. if the facility was built before ,tune 21,1996, when mms it constructed or last expanded = r
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all propen ownfcf
who own property located across a public road, street, or highway from this new or expanding swine farm. 'i'ge atic wuV
compliance With the requirements of 1\CGS 106-805. A copy of the notice and a list of the property owners ti�> * �4Yer NEEQ:•�
attached. •., <�,�T ••.....•``��
Dame of Lando % er
Signature• t Date;
\'ame of 11I nager(if different from owner): _
Signature Date•
NVC -- January1, 19.97 3

D). ,Application and Handling Equipment
Check" the appropriate bos
❑ Existinc or expanding facility with existing waste application equipment (WUP or I)
Animal Nvastc application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibraeo❑ and adjustment guidance are contained as part of
the plan).
New, expanded or existing facility without existing waste application equipment for spray
irriization. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as pan of the pian).
O New, expanded or existing facility without existing waste application eouipmtnt ,for land
spreading not using spray irrigation (WUP or I) .``��H CARpIX'%,�
Animal waste application equipment specified in the plan has been selected to aP¢3 " r� to
accommodate the waste management plan; (proposed application equipment can cq�er re by Vie
plan at rafts not to exceed tither the specified hydraulic or nutrient loading testis; a: e�}lr �iti�ing Z►f
applications has been established, required buffers can be maintained; calibrationind idjustttti�• uida.�ce aze
contained as part of the plan). 1714
GINO
Name of Technical Specialist (Please Print): ic���� YY, 1'Y} .�It'< �� '• 6F'• ••''• `�
Affiliation: I� ►r let; - O� , n/ q %i c f (' I A40 S ,cf�''�',
Address(Agency): LO, PtAlni ��, ft�t-�'- �� ;G(q Phone No.: Iq0
Signature:_ �✓� /�Ir/i Date:/��`.��r"'►��,�,,,,..
E) Odor Control, Insect Control Mortality Management and Emergency ActioT�IS10�Y•'•.9
SI, WUP, RC or I) 9l'
The waste management plan for this facility includes a Waste Management Odor Control Chetkli ' an The trot
t
lM
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of�oth an
nsecta
have been evaluated with respect to this site and Best Management Practices to Mini�i��► a Managcment Practices to Control Insects have been selected and included in the waste managesan,
Mortality Management Plan and the Emergency Action Plan are complete and can be implementedf%i tlfis/Paci
Name of Technical Specialist (Please Print):K6 t /tl 1 ►i
Affiliation:_ t" i,1q; - ry T Ass o C i K+- f
Address(Agency): P.0. t�dY-,,065" (alfi c 1 �3 (-3tX, Phone No.: J,D J
Signature: Date: �-Ilqly t ��r.���:,►,,,
�� Rp�
F) Written Notice of New or Expanding Swine Farm c�l,��•''•ESS% '•%9�'-
The follo%%ing signature block is only to be used for new or expanding swine farms that begin constr-uctfon �une ��Y
21, 1996. If the facility was built before June 21,1996, when was it constructed or last expanded � c A
1 (ac) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all pr X � gJ
own t
�a
own on properly located across a public road, street, or highway from this new or expanding swine farm. a dtic w t
cotnpliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners tfpt i •'r.
attached. •F�.GI NEE'
1\'anle of Land O% er : , v FA'(Z-
Signature:az Date:_
Name of NI nager(if different from owner):
Signature Date:
ANVC -- January 1, 1997 3

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and water Conservation Commission pursuant to 15A
NCAC 6F .0005. 1 certify that the anttnal waste management system for the farm Gamed above has in animal waste
management Tian that ma•:ts or exceeds standards and specifications of the Division of Ertvircrimental Management (Di:M)
as specified in 15A NCAC 2H.0317 and the L'SpA-Natural Resources Conservation Servic: (MRCS) andlor the North
Carolina Soii and Water Conservation Commission pursuant to 15A NC.aC 2H.0317 and 15A tiCAC 6F .0001..0005. The
following cl:ments are included in the plan as applicable. While e_ch category designates a :t:chnical specialist who =V
sign each ce:.ification (Sr). S1. WUP, RC. D, the technical specialist should only c.-nify parts for which they are ter:taieally
camoere.-L
II. Certification o, f Design
A) Coilection, Stora;e, Treatment Svjte rt
Check rite appropriate box
Z) ExistinZ facility without recro tt (SD or WUP)
Storage volume is adequate for operation capacity, storage capability consistent
requirements.
:2 New. ex2anded or Letrgfl a -facility (SD) • -
Animal waste storage and treatment suuctures. such as but not limited to collectidn s_y&:
have been desigped to meet or excrad the minimum standards and spe.iiicaucas.
ti P
Rd� m
! ame of Technical Specialist (Please not}.
Affiliation: r m %t•t d r r, v- %�iSGr rl u o1
Address(Asenc , . C. r� ?��3.46,t �alPr fit_ NC72404
Si
1
B) ,hand .agolicatinn Site (IVUP)
Tine plan pro%ides for minimum se-parations (buffers), adequate amount of land for waste utU
suitable for waste rnanagemeat; bvdrtulic and nutrient loading rites.
Name of Technical Specialist (Please Print): 9�rf rn iy}t�iPr
Affiliation: k) M IN -;qd r /✓ 4-
Address(?►gcncy): Pn. �? 2-/
Signature: +° /J
C) Runoff Cotnlrols from Exterior Lots
Check the appropriate box
`J-4 Facility_ wittlout exterigr lets (SD or %N7UP or RC)
This facility does not conmin any exterior lots.
e,
SEAL '
u lagoq¢ aW Pon
�,1 NS-t•:lk-
41,0419110t,
tH CAR
Pori
l;
SEAL
hone No.:q/14M XXY**
We: S 7'►III-stI%
:.I Facility with extzrior Its (RC)
Nle-hods to minimiz: the run afi of pollutants from Iounsing and heavy use areas hate
a:ccrdanc.:cith te.;tnicai st_ad:rds.aeva!oeedby \RCS.
Mme of Tr/_hnical Specialist (P!ea:z P::rt+: I
A `,VC •- .1.;n ur% 1. 1997 -
Date:
�% H 'rri
ta• �� ,�a�o�,y.
�a•��ESSfn":y 9
I in SEAL
s 17147

• Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existin or(New or - 'Expanded {Please circle one}
Name of Farm: Pf3� : I { a. F, r+ i! 1; i +� Fa ►-�- # Facility No: --
�...-�-
Owner(s)Name:rrl l' { Pt j Phone No: Qi2 01 �-9
Mailing Address: �' �' !'� PeZe 14d j r Z
Farm Location: County Farm is located in:
Latitude and Longitude: 21 ri d1 1 J -7 �i
Please attach a copy of a county road map with location identified and describe below (Be specific: roach
names, directions, milepost, etc.): Utz
t
Qneration pescr' tlp ion: -
Type of Swine No. ofAnirnals 7)pe of Poultry No. of Animals Type of Cattle No. ofAnimals
0 Wean to Feeder 3 Layer ❑ Dairy
;P Feeder to Finish 1 r� '� ❑ Pullets 0 Beef
ZI Farrow to Wean
3 Farrow to Feeder
3 Farrow to Finish Other 7: pe of Livestock: Number of Animals.
Expanding Operadoll Only ., . gu
Previous Design Capacity: Addcti&w' Destgit.Capac�t�� -
Total Design Ca acir3•:
Acreage Available for Application: ';\ ` /) Required Acreage:��
Number of Lagoons / Storage Ponds: Total Capacity: 2 196 , 6-7 Cubic Feet (0)
Are subsurface drains present on the farm: YES or (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities. will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked I (we) undcrstand.that there must beano discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the.Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DEM or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Own r
Signature: Date:
Name of Alanage (if different from owner :
Signature:_ _,- Date:
ANVC - January 1. 1997
1

D): Application and -Handling Equipment
Check the apprnpriate box
O Existing or expanding facility wjtjieX•sLing waste application equipment (WUP or I)
Animal waste application, equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
4
i ew, expanded. u ' t waste a1212licalion equil2ment
icigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as pan of the plan).
Q hLem. e e ca '
ad' o t using
irrigation. (WUP or I) �..�``�H CARO ''•,�
Animal waste application equipment specified in the plan has been selected to, appl��,
accommodate the waste management plan; (proposed application equipment can covepthe �t th!
plan at rates not to exceed either the specified hydraulic or nutrient loading rates-ra st ul r ti 01
applications has been established; required buffers can be maintained; calibration anti adlustmilgan an
contained as pan of the plan). 17147
• � t
Name of Technical Specialist (Please I*t):_ D ' '�•-•••.' •
: Address(AgVU
o r �0� .��;y Air- 2 a�', -Phone No.: � ��(20
. Signature• A Date:_ r�`� YT ..
E) Odor Control, In ect !Coll Irol,0 Llanaggment and EmergencyAction CARO(��.�
SI,.WUP. RC o .......
The waste management plan for this facility includes a Waste Management Odor Control Checkli t Cori ��9
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of bob o� alfi
have been evaluated with respect to this site and Best Management Practices to Minimite 13dors st
Management Practices to Control Insects have been selected and included in the waste management It e f
Mortality Management Plan and the Emergency Action Plan are complete and can be implementer, '
.�P�:•'�
Name of Technical Specialist (Please Print): Q,��d- r-, rM Al �� �F '.0�.���
'-
Affiliation: irr, P - 06 rn-1 t Ar,fvCIO.
Address(Agenc 1 �1 `r"4 PJ' 7l oc? 3A"- Phone No.: )., 4_.
Signature- Date:
F) Written Notice of Ne«• or Expanding S%vine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21,1996, when was it constructed or last expanded
I (we) certify that I (we) have attempted to contact by cenified mail all adjoining property owners and all property owners
who own property located across a public road, street, or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of I\CGS 106.805. A copy of the notice and a list of the property owners notified is
attached. '
Name of Land
Signature:,&
Name of AiaK
Signature Date:
AN\'C -- January 1, 1997 3

Y United States Natural NC-C ;7
Ce'partment ci Rescurces
Agriculture Ccnservaticn
5arvica
L
NIQ.a
W.kS x NLLXAGZ.Nff.YT Fla..: LI Y SITZ 1NALUAMON
LI rU&NLi. iVL4
,a7ta(� ['iInIil!t
LCCAI;.ax f3)rn ('fit r►�'
SI=. CPrIA-,C`t I --;t I/
-_Y
LCG.TION DATA Isdo
DIS i Ati.YC: ACM NLA.US A SI C .7AC=.7Y (st=ooi -6UM:, ees) r :.
t5 S, __ ';VTi r:EN 100-YLm�A FIXIC 0 ?Ldl.Y" C�ri'x} i -e
`C
If yea, MRCS =nnot provide assistance "
:S St== .aT i.z; :- .00 t-' ?3C%.i A -SLL= .,fit ?ram c� `,i.�I. : t�a:.i? � =5 %C L
If aa, site must be m!o=tad.
IS 'YTl=4 ; `.M =CNI LNG XR= IC-C`1 CF.a1� ,4'IC.t^Al.'Tr `ram NO L-11
If yea, landowner should consult with loal zoning board about reauirea
permits. P:rtnits must be obtained prior :o design aooranL
-ARE 1�77Z— S --4 C--Nr. RL'C:ICN �-C : a Na
If yes, set Par[ !W of the `isdonai r'.n&t9ring Manual and foilow poiicy.
(Capies of maps or other reference materials may be attacsed to site
tvaivatian.` '
'MI.:.. SM-- w,VCL'1E CL kP-r'4G WCCOLAND CR.a.YY Y_4 ✓ "0
If yes, producer must compiets For= =RCS-C?A-'3 (Request for Ctr. fiecj
WetisndDeter=inadowDei tstiO4 c4NN��+.td' r�( (
'xU2- AC,CN as-C L. v S'IVA.tiiP9L3ry''G7 �' ,q YM— :t0 ►%
IF 'WE-"'qDS .a-r : ,rV0V=, rr is Tr 3:`S�r^Cvs:.?'II1j; r OF -1 a ?RCncC� , 0 Ca:Yr.;C": , r L'S AR.`.(Y CC R° CF
EYGL .�S A.ND%$:)=*,CN OF r`I'.~tu C1, r AW i�A.YAGY��~ri' T0 DE+:.R•+flNG :F?r;.II3S ARE RrC�LZ��.
IF'�1�"'ii1-NMS ARE 24VCLVED, IAE ?RCCC=SHCL7� NOT CLsr1.� A�.VY La.`7i) L. d'YI;ii.�,ND DE;rTYE.aTiOP!
LS NLADE.
.RCS will provide technical assisaace in wetlands only under the (allowing conditions. For natural wetland
inclusions less than one acre in si7s:,.1zCS will provide assistance only if the fuacnocs and v%iues lost are fully
mitigated. For aaruni wetlands Greater than sae acre in si;.t, `>'RCS Viil provide assistance oniv'after a
rigorous mquendag procrss to include avoidaace, minimi:atian of impacts, and comoeaaatory taitigarioa is
c=r-ied out in that order of awerenc:.
UWR CCY+ZI]L —
HAS OCCR'_C`CL 31 DI5C; SSA='•,: 'FL'CCC:._.
WV0 DrA-Cc7cs' 1

United Skates Natural NC-Cit- A- 417
Department of Resources
Agdejiture Conservation REV.�' -°�
Service
WASTE ',LV(AGVff-"rT FAC'LT'iY SITE EVALUAMON
jA, �. ?
ram:?va,rE - q IU 2j�j -Z' I 1 1
LCCA.,OV
S= OMIX 1ON _7) 3 y �Z
LOCATION DATA 1, 4 Od
DES, AVC-' M04i YEAR9.5T R= &%(=NOT 0%-4M 3Y ?RODCC%-I Tom- FT.
DANCE FIRC�i NMa S'i M-BLX FAC7..*l Y(-hooL-:,,,.ch em)6(fttit far, I4��t ,.
LS SPfz"N17rrMN laa-1-E Z:cl.L`CD FLACP •;-5 `o
If yes, '. RCS cannot provide assistanm
IS SM AT LZ, ;, lao F% mOM A-m7r. LT�IE PFi. LPL. S i .4.tii? ys �Q
If no, site must be relocated.
IS SIT Wr=4 I IM-2 ZONLVG JLK=IC::ON OF A MU WALM'92 YZS y `ta
If yes, landowner should cowult with loeai aniag board about required
permnAL Permits must be obtained prior to design approval
ARELTiL'TlES ur CaNsrdCC:tO*N AREA? Y".S
If yes, see Part!03 of the Nadonal .en&eering Manual and follow pant►:
(Copies of maps a other reference materials may be attached to site
eraluution.)
WILL. Sr= i`J, VOM C:.EkMG WOO D"n 0RX YNh CNL-C%OP"NM? YES X `0
If Ves, producer must complete Forma NM CPA. 38 (Request for Ca:dlled
Wesiand Deter=aadowTk&eationj 4 WeKai,% { N ��rn��a 1�- c( . RC.i �
w,k-k f)c+ wyVa � JL4(o�
WIL-I A=0N aML? LV SW. NCP3t35 V07 YES � NO
1F WETT-AMS ARE LWOLV0, rr IS'rAZ MM.'4SIBaXA f OF MM F.RODCCSR TO C0NTACT?$ U5 ARtiCV COR.° OF
LNGIVE"M AND TiM DMSION OF &,AMO, D,Mr L "NACrr� MiT ►'O DFi-e-LW: rE IF PERK ,►lLe gjQtj-MM.
T WETLANDS ARE IIYVOLVM THE PRODUCERSHOW NOT C.:. AR,I.VY LJLND L-,4M AWE-,-" p DE 4E.A,- N
IS MAJOE.
'RCS will provide technical assistance in wetlands anly under the fallowing coadltiauL For natut•al wetland
inclusions less than one acre In size, MRCS will provide assistance only if the fuacsians and values lost are fully
mitigated -For %acurai wetlands greater than one acre in size, MRCS will provide assistance aniv after a -
rigorous sequencing process to include avoidance, minimil2dOn of impacts, and comneosatory mitigarioa is
carried out in that order of preference.
V LMJ to L U n
HAS ODC'R CDY'MOL 3EEN DLSCL'SSG3 `Wr H ?rLCM: CC3.:
• MEDOML`IA, rt * LVD 01AEC-,C%s-
+ PPEC:3.aRGG LiGOON'�Yi::i :ZSii',YAi:� 7O AT -: U7 u= _ ✓ �C, 4�
OF THE C.VAC."ii " '-
• US4MG CCCO SCLNO =GMUo -.q LL�'D . VPL:C.: `0

4�Y )United States Natural NC -CPA- ,
11 ©ecartment Ct Ftewurms REv. 1, 2-:e
AgriCuiture COnservadw
Service
W k T.-1LWAGr,2-'( f' FACZLi'iY SM EVAL'C -norf
GVNER L WF 0 W,"T, 10rc
NAME loo e -T (0Z A E"r , � wS v t.-��3 L.Cc.a„arr r� � r. t. Ov'�� It,
LOCaTIONDALA GCva��' -�ltitrn �SIJ<J
Dts; A�vc� r'�oat ��sr �s�irvC` vos ovr<v©z3Y �aoryuc�^� _- � �.
DIs�,��'cs r01(t-r il78uc FACZn-Y cseoL. atcj_„_ Fi.
IS srr'NI-r 144-YT,�itFLt?CD Pi �'° �"'` I" fs o u ..�
'.
,;0�
oyes, YiZCS cannot provide assistance.
1S Sii_" AT LAST 100 Fi. PROM A-BL -z L,Nr ?EU—MkL MM—kw YZS
`p �
If no, site most be reiorated
LS SM WMM I :M-3 3ON O PJR=IC.^,CN OF A.VtLMC:PALrlY? Y-AS
ND
If Yes, landowner should consult with IocaI zoning board about required
permits. Permits must be obtained prior to design approvaL
AU 73MU'= -r cCrrs ucnarrARw-a7 r
'No
oyes, see Pars !tu of the Yacional E.ngineeriag Manual aad follow paurv.
(Copies of maps or other reference =terisls may be attacaed to site
evaluation.)
W= SrM INVOLVE C..EAMG WOODLAND CR W NCN C%Oi'"ND? Y-a NO
If yew, producer must complete Forta MCS•CPA 38 (Request for Ctrtifled
Wetland DeterminatloWDeHneatfon�
WML ACnON RMUIX LY SWAMP9L=D1G? YES 'No
IF wEn, `ms AR -a LWDLVFFD, iT is T.-m uS?t? ismu ri r OF TM PRwxM—wk To CONfAC: 7$ LTS AR.4tY CORD OF
ECG VEcRS A?1D INE DNIsiON OF EVVIRON iLYI AL SiA,vAo yr .0 D�•� IF ?r—U S AME REQ[:i tM.
IF Wei LADS ARE iNvoLVEF3, Tim monCQ suca D SOT CL AR A YY LAW "N'M A ±r LAW A=4EA-n0 r
13 v=F-
MRCS will provide technienl assistance is wetlands only under the following condidous, For natural 'wedand
Inclusions less than one acre in aim VRCS'wW provide assistance only if the fuartioas and values lost are fully
mitigated Far natural wetlands greaser than one actr is size, YRCS will provide assistance only after a -
rigorous sequencing process to include avoidance, minimization of lmp*CA- and compensatory mitigation is
carried out in that order of areference.
ODOR CONT OL
HAS 0DCR CCNIRCL 3Er! DMC:.' E0'--VM:?KCCL'C=3:
• ?R.EDC]�(L`I:v`:'i"VL�II? 1]�G:,Q:i7 . zs {�� ti
Q
•°q£C':{ARCsDiGL.�GCO`r'Nii:i?SH'AAic:�'i�.ai y:.l5T r:S \0
OF-6HE C.%P.%C77i* —`
• L'S^aG GCQD SCC-.4D 1L70CMUMt ;v

Y
NC -CPA- i i
RE/. 1, 2-SE
Pena '7
OTHER E.XVIROY1,1L1TAL FACTORS
IS -c--"DANGE.RED AND/OR i ray: c� eD SPEC.: i HABr7, A ??. SZ i . S _ NO
IS A DESIGNATED NA -k. L. SCZYGC aR.° a L`CLL'DED IN ,:-[E ?LWNT;G AR` a OR
WU '_ ?La,N NED AC 1CNS I.11FAC' ON .;.Y ADJAC .Yi• .4A—. L'R.aL. SC'NIC A.R °;? Y : _ N0
IS ANr ARCHAEOLOGICAL OR =OR:C.;L SIir.:.DCA7ZD IN —HE ?! ;,YNED AR-c Y-5 — NO
AR-E : rtiE ?3-',LE. L','-iQLc.. S T.Ai r- OR : CC.ULY L1l?CR-. A.Y' F.A2-%1L:,N=S ti Z Y:a NO l/
OPERA-L'D;G UN77 —
'z'II_ ini;C":CNZSLZ'LVSODBCSTIG? 1'uc NO
If the answer to any of the above is ves, FRCS will hat provide technic-1
assistance unless 1¢eac1 jodcV is followed.
W.�Si E .11.1.YAGc_tilEYT
DCFS ?RODUCt-M OWN ENCL:GH L;ND TO ?RCPE-RLY LtN0 APPLY .U.:. W.ss—,z Y _S NO
D;C:-LMING SLUDCc...I,TciOL:GH SLLDCi MAY ONLY BE .;PP' 'ram r. -QLE�
ff NO, -DOES ?RCDCCE3?. a4E ACC:SS iO ..vCR` LA.VC? YZS _ NO
ff L;N'D is NOT O%'N'rD BY ?QCDL CEZ C.;NI ?RCD( CEZ G�
CN 'WMC 3 TO APP Y 'Y i. --
(At aca Waste IItiH=rjon Plan to site tYaluanon.)
SO EL DR'-FS'TIGATICN - VALM ONLY ff 50I i.GA:,ON
IS Scu-SLT.acLz' ORLac-CcN^
iS A L'NF-R REQL7=?
7 ?E OF 1-21FU 770 SE USES):
IF CLaY LTN IS TO BE USED.:S SLTAEL ° CLaY AVAILA-mLL ON
S., ?
IF CIAY 1S NCT AV.AIL;bL? ON SIi~ DCES i_A.rLcWN-ER ia1T
aCc _TS : o cLa': ?
IS A CORE TZ"NIC 3 REQUIRED?
(attach soil investigarion she•_t to site evzivatiom)
IS-7--MMUR.FACE DRAIN TZ= ?.4rSL-N—,
(If yes, the must be removed or plugeeid)
S� i z. A.P?40Ve.D
coNia N-13
`IS NO
`--S IZ NO
CLAY _ HEVfON1 i c _ S fyT-,r=-i iC
Y?S _ No
Y-ss _ NO
YES— -.,O ✓
Y.s _ NO
CONDIi ORAL,
7-'US ST LYVE.S 1GATION IS V,L'D FOR MONK -S FROM , n'E DATE S'r.OWN BELOW. IF CONS i tiL C iON
-4 S .:GT HEN S"7A- —cD :tiT::%'I i ,w c. T MCNizS. A N'c .J S'' c :'11 J i EGA: -ON 'FILL 9 c c E Z..QUiiL.D.
=: r : in ihe'cc:i cr =talc Taw ar = _`.c aar•c_ .Quid r __ _ _ .._ :ice ac�ti^^.IC1

61khm
ul rivu,
FARMSINC.
P. 0. BOX 759 ROSE HILL,
I -'HONE : (910) 289 — 2711 NORTH CAROLINA 28458
..J L. V I I tJ 1 V
1 EMERGENCY SPILLWAY
3 N.T.S.
ROSE TRncx SIT V #I
TW0 5'IT E1 ;24 FINIS.11-"'K,S
iillli=
I
LIM111il�liilLI
1=lil�l
e
Kimley-Horn
-- and Associates,
Post Office Box 33068
Raleigh, North Carolina 27636
B(_ADEN
COUNTY
DRA WN BY. RPB
JUNF. 3,
1997
CHECKED RY: RMM
SH:FI 7)
OV 3
SCALE: N.7 .S.
tttrtt►fif11tf1j,
wy V w� ••• �' 'i �i
171 '
1

- - --- - 225,00' BUILDING PAD tENGTH ---
STAKING POINTS
zz
--- 201.17' BUILDING LENGTH 15'
FEED TANK PAD FLU5+1
STAKING POINT TANI<5
-CUTOUT FOR FLUSH (,UTTERS
LOADOUT ROAD
11.00'�
EXISTING GROIJND 9.00' �� 5-LpP� -
GRADE REFERENCE POINT -
HIGH END OF PAD (SUBGRADE)
`� GROUND t
IF NECESSARY TO GRADE ROAD LOWER THAN EXISTING
FEED TANK PAD, MAXIMUM DROP SHALL BE 2.0'.
SEE SITE PLAN FOR DESIGN GRADES.
1 2.0'
SWALE BETWEEN BUILDINGS
RECOMMENDED CUTOUT WIDTH
FOR FLUSH GUTTERS
--- 9.33' -
PAD AND LOADOUT ROAD
N.T.S.
RECOMMENDED CUTOUT DEPTH FOR FLUSH GUTTERS = 16"
54.33' —
- ­ 9.33'
CROSS SECTION OF BUILDING
2,-,,,)
N.T.S.
40' RFTW+EFN BUILDINT,`,5
SWALE BETWEEN BUILDINGS
1 12.00' -
INSIDE TOP OF DIKE
STAKING POINT
TOP OF DIKE
_ I-1 11--f
_ 40 mil H.P.a.E. LINER
SEE NOTE SHEET 1 of 3 -- I ---III III --III III —III —III III III I I I
MATEIAL� RE �IF�I _
� LINt; ii�I—III--.-III
I lei d
II11-��-IIIIIIIIIIIIII II11 1;
�. I i I
LINERZDIKE CROSS SECTION.
m u y
F'A
RMSINC.
P. 0. Box 759 ROSE HILL,
PHONE : (910) 289 - 2911
NOR TVI CAROI. INA 28458
N.T.S.
GRADE REFERENCE POINT
LOW END OF PAD (SUBGRADE)
STAKING POINT
+- — 16' # FROM INSIDE TOP OF DIKE --- P
SET TQP OF PVC CAP AT
TOP OF DIKF TOP OF DIKE ELEVATION
1 3/4" PVC PIPE DRILLED AND
GI.VED INTO 3" PIPE
PAINT RED —�
2.80'
—III-III__ 111T11 I _ 3" PVC PIPE
' III —III —I I ITT I I� 6" (TYP)
—, START PUMP
I I II I I--III--III- 2.40'
'-=lIl=11I-11I=1f1 — _
STOP PUMP
BACKFILL AROUND STAFF GAUGE
WITH BENTONITE AND COMPACT
IS' FURY DEPTH MIN
�i I I=III=I 1 I=I
=-1 I
STAFF GAUGE
N.T.S.
PL AN VIEW
6" FREEBOARD
ABOVE SLOPE DRAIN
OUTSIDE EDGE OF BLDG PAD- MIN
EXISTING,; GRADE BERM LOW END PF'
13LDG PAD ELEV
RIP RAP PAD SWALE COMING INTO
AT OUTLET FOR SLOPE DRAIN
SCOUR PROTECTION-'-
OVER EXCAVATE V DEEP
CORRUr,AIED PLASTIC SEDIMENT PIT AT INLET
1�U5 PIPE SLOPE DRAIN
u-0_
r2"o-0-0-0-0-0-0-0-000000p000000000
ECTI0N 4--A
SLOPE DRAIN
N.T.S.
ROSE TRACT F7N.L"_5TT1N(,'r` FAR-Af COMPLEX
OVERHANGING LIMBS POWER -LINES, ETC_____
20' MIN OVERHEAD CLEARANCE
FROM HIGH POINT OF ROADBED
WOODS OVERHANGING LIMBS —
TRIMMED TO 11' MIN, WOODS
FROM CL EACH SIDE
— 22' MINIMUM
DITCH TO DITCH
-- -- 14' MINIMUM ---
ALL WEATHER TRAVEL WIDTH
1� 2 /FT. >L2 /Fr.
- ilk MPH �I --
COMPACTED WF_LL-DRAINED ROADBED
SUITABLE FOR ALL WEATHER CONDITIONS TYPICAL
DITCH SLOPES
-- SHOULDER DITCHES ---
PROVIDE ADEQUATE OUTLET
FOR SHOULDER DITCHES
MINIMUM REQUIRED FARM ,ROAD
PROFILE VIEW
N.T.S.
PLAN VIEW
YLON ROPE TIE BACKS TO PREVENT
DE SWAY OF DISCHARGE PIPE
.OATERS ATTACH TIE BACKS TO
3STS SET IN LAGOON DIKE.
2' TO 3' SECTION OF FLEXIBLE
REINFORCED CONNECTOR HOSE
LE CONNECTOR_.. SECURELY FASTENED TO PVC
4QM PIPE WITH STAINLESS STF..EL BAND
MINIMIZE CLAMPS.
_IiCHARGE 20 S_I PVC DISCHARGE "FLOA11 R" PIPE
PIPE. WATERTIGHT PLASTIC BARREL OR
SIMILAR FLOTATION DEVICE TO
5L15PLNE) END Of PIPE JUST 9ELOW
I + WATER SURFACE -- LASH PIPF. TO
I 1 << FLOAT )M TH NYLON ROPE
�START PUMP LEVEL
-_ STOP PUMP LEVEL
MIN. WATER LEVEL AT
-LA'�rART UP
DOUBLE 4 X 4
PIPE SUPPORT z
a
t
z-
3
' 4' MIN, WATER DEPTH S110WN IS WITHOUT SCOUR
PROTECTION ON LAGOON BOTTOM. IF SCOUR
PROTECTION IS PROVIDED, WATER DEPTH MAY BE.
PIPE SUPPORT SHALL BE. DECREASED TO 1/2 TREATMENT ZONE DEPTH.
SACKFILLED WITH CLAY
AND COMPACTED
DISCHARGE PIPE
N.T"S.
Kimley-Horn
and Associates, Inc.
Post Office Box 33068
Raleigh, North Carolina 27636
[3LAOFN
COMFY
DRA WN BY: RP13
JUNE 3,
199 7
CHL- CKEO 13 Y: I�` M
SHEET 2
OF 3
SCALL. N.T.S.
4 ,\" CA Rd� •.,�
p......,,
�� *•• �ss� •• y9
't 17147
4
�.. 1 AA •�� .`

GENERAL NOTES:
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL -DATUM.
EARTHWORK CALCULATION DATA
METHOD USED: 5' GRID
dl, ,rl, ur
2.
HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ROOTS IN EXCESS
TO iAL EXCAVATION
69,771 CY ** EXCAVATED CLAY
0 CY
OF 2 INCHES IN DIAMETER WILL NOT BE ALLOWED IN FILL SECTIONS.
PAD AND DIKE. FILL
66,089 CY * �� REQ'D FOR LINER
0 CY
ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST
- /� -
-T NET
BF REMOVED.
3,682 CY , CLAY NOT REQUIRED
0 CY
SUITABLE FOR LINER
0 CY
�r
3.
LAGOON LINER SHALL BE A 40 mil THICK H.D.P.E. LINER MANUFACTURED
WASTE
3,682 CY
BY GSE INC. OR OWNER APPROVED EQUAL. LAGOON LINER INSTALLATION
SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS.
,
lit,
*
FILL VOLUMES HAVE BEEN ADJUSTED BY 20% AND CLAY
VOLUMES BY 0 % FOR SHRINKAGE DUE TO COMPACTION.
4.
THE LAGOON IS BEING PLACED IN A WET AREA WITH THE WATER TABLE
BEING VERY NEAR EXISTING GRADE. THE CONTRACTOR SHALL INSTALL
**
TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
DRAINAGE MEASURES AT TIME START OF THE PROJECT AND MAINTAIN
40 mil H.D.P.E. LINER
THEM UNTIL ALL LAGOON GRADING AND LINING IS COMPLETED.
I&
5.
THE LAGOON SHALL BE PRECHARGED WITH WATER TO AT LEAST 1 /2 THE
�,
TREATMENT ZONE DEPTH AS SOON AS TIME LINER IS COMPLETE AND HAS
Ju At
BEEN TESTED.
I�< xihf. 'I�`
l '�
_ �16c
� �
Ihr.
6
ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKES
ter, At
At
At. _ - ,d
Ja
-� AIL
�4 ,ILL
IOU
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY A4 EMERGENCY SPILLWAY
DENSITY. THE COMPACTION SHALL BE DUNE WITH A SHEEPSFOOT ROLLER. 44. CREST ELEVATION = 67.60
` A` 'L SEE os .ET 3 FOR ER
hOL R QUIREMENOTSION
CONTR
7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG. ''I'` IN THE SPILLWAY SECTION 3
SLAB SUBGRADE. SEE BUILDING PAD SECTION (LENGTH) DETAIL ON SHEET 2
FOR GRADE REFERENCE POINT. AV
8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES SHALL BE 3: 1 UNLESS AL -- '` j � 08+- 1
OTHERWISE NOTED ON PLAN. �/ 20.00'
9.0 - -
9. ANY WATER SUPPLY WELLS PLACED ON THE SITE SHALL BE A MINIMUM OF
100' FROM THE CLOSEST POINT OF THE LAGOON. --
96 LF 8" HEADER PIPE 8"PVC DISCHARGE PIPES
10. THE FOLLOWING ITEMS SHALL BE DONE WITH REGARDS TO THE LAGOON ® 0.50% MIN. INV. EL. W/8"x12" COMBINATION
CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: LAGOON DIKES FITTINGS @ HEADER PIPE TP
FERTILIZED, SEEDED AND MULCHED INSIDE AND OUT; APPROVED SCOUR 06 INV. 0 BLDG. 67.82 0
PROTECTION DEVICES INSTALLED AT TIME DISCHARGE PIPES; THE (TYP_)
STAFF- GAUGE INSTALLED. - -LOW END
11. THE EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE INTENDED F1 PAD
FLFV - 72 fib
LAGOON ELEVATION DATA
SI f E NORTH
O'er
��
�\ -`Ilr` w,
R4
cS
w C.7---
65
�'
tD
CL
R 5�
R r TR ___ �
� -J z
W
66
FEED
1 TU AROUND u,
R2
F
0L
TANKS CHUTE HUTE (TYP.)
`
n14 -
�x
-s7 (TYP.)
Ot5
R1 �c
-
-HIGH END -\
- ----
---
---__ --_ .___ --
--
- or- PAD '-
25'
ROAD, GRADE
0 2% SLOPE, ELEV = 71.92
7-
ELEV. = 75.92
3
�)�� FEED PAD �J�J ELEV73.92(J
01
012+- ..
g -
- _
L
75
- U
017
- .--- _-�
_ .-- CL.
O11
st _
III(,)
- 018
T �� L.3
-
-
TANKS
j
(TYP.)
75
70.5
z
40.00'
°
54.33'
_
��
o
�-
-�+--
CCD
7-
BLDG. WIDI I
I
a ���
ETWEE
•
U.,
TOP OF DIKE ELEV. = 68.90 J' o �a_ BLDG. v; o
BEGIN PUMPING ELEV. = 66.10 �" z� (TYP.} Q
END PUMPING ELEV. = 63.70 ' __.__ _ a_ 74
FINISHED BOTTOM ELEV. = 57.70
RAISE TOP OF DIKE AS SHOWN 71.0 X °'
TO ELEV. = 71.00 .. PVC DISCHARGE-� 282.99 8"PVC; DISCHARGE PIPES
155 LF -1?_ -... --- -- -- -- - - - .-
A5 A GUIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS ���� _ __ ..� _ - - - PIPE ® 50� SLOPE I PAD WIDfFI W/8 x8 COMBINATION
IN NORTH CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL Pi INVERT 0 LAGOON = 66.10 FITTINGS ®HEADER PIPE
c:.0. �_ c.o.
MEASURES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE 73 INV. 0 BLDG- 67,82 (TYP.)
SITE. IT IS THE LAND OWNERS RESPONSIBILITY TO PROVIDE AND -- 73 -- .4..
MAINTAIN ALL SUCH MEASURES. 20' _ c.o- c.o.
-- om - --155 LF -12" PVC DISCHARGE
8"PVC DISCHARGE PIPES - -- _
W/8"x8" COMBINATION 8x12 BUSHING INVERT r�G00N = 66.1 C? 20 LF-12" CORR. PLASTIC
® HIGH END = 67.72 - 70.5
FITTINGS 0 HEADER PIPE � f SLOPE DRAIN INVERT 0 69.00
SEEDING NOTES: INV. 0 BI_DG. 67.82 (TYP.) ! ON PAD END ----"'- -._._T LOW END
74(TYP. FOR EACH SIDE OF PAD) OF PAD
c� 40.00 �,, r 021 96 LF 8" HEADER PIPE 0
1. ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS 0 z -� --- �-.- .. a c� 71.0_ ,��� SEE DETAIL O 1 LEV. = 72.68
f_-TWEED „J @� 0.50% MIN. INV. EL P
c, �I�� c� a p
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS _.I o h�1 54.33' -
INCLUDES INSIDE SLOPES OF THE LAGOON. a carBLDG. �
zMD
I- (TYP:) N.... EILDG:WILI..fli P LEGEND
,� Q - Sx12 B!-15HffJG
2. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE 0 (TYP-)� k S. ® HICII END 67.72
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PI.AN. m 75 I r-a 40 roil H.D.1",:.. LINER SEE DE �.-\���f
I') - hM, f �"`� L'IC-ls�l JiFi �'",'. / ,d• ,r'c .athr. rh, Yi,
282.99' Ire SEE DFIAII_ ' , slkWETLANDS
3. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH i �- - _-- -- - __-- ---_ � _,._ ('� e W/8' x12 COMBINATION gyp: ,ul�,4
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A PAD WIDTH [FLUSH HIGH END 2 FITTINGS C� HEADER PIPE
co 12.�)0' O
CULTIPACKER OR SIMILAR EQUIPMENT, APPLY MULCH AND SECURE TANKS o OF PAD . -_- _.__-_,�._ __ INV. 0 BLDG. 67.82 (TYP 4qP PROPOSED WOODSLINE
WITH A MULCH ANCHORING TOOL OR NETTING. (TYr) - ELEV. = 7 5. 92 TOP OF' /�0,� JV
_e DIKE WIDTH _ /o0:0-ar '' EXISTING; WOC�DSI INF
'I_.. ` _ _I' NOTE: SCOUR PADS HAVE �Q
SOIL AMENDMENTS: 75 BEEN REMOVED DUE TO
_ FEED PAD l� ELEV.=73.92 J� F THE USE OF DISCHARGE 50 EXISTING CONTOUR
! h / w
10,000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) - - - J - - PIPES WITH FLOATING 11 / / ., /1t,KI-rnI In
�-r} w � r� r. rti r \ � - �.
ocI

GENERAL NQ.TF5.
1. ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH- EARTHWORK CALCULATION DATA
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM. METHOD USED: 5' GRID
2- HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ROOTS IN EXCESS TOTAL EXCAVATION 63,403 CY * EXCAVATED CLAY 0 CY
OF 2 INCHES IN DIAMETER WILL NOT BE ALLOWED IN FILL SECTIONS. PAD AND DIKE FILL. 60,964 CY * REQ'D FOR LINER 0 CY
ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST
BE REMOVED. NET 2,439 CY
CLAY NOT REQUIRED O CY
SUITABLE FOR LINER 0 CY
3. LAGOON LINER SHALL BE A 40 mil THICK H.D.P.E. LINER MANUFACTURED
WASTE 2,439 CY
BY GSE INC. OR OWNER APPROVED EQUAL. LAGOON LINER INSTALLATION
SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS.
* FILL VOLUMES HAVE BEEN ADJUSTED BY 20% AND CLAY
4. THE LAGOON IS BEING PLACED IN A WET AREA WITH THE WATER TABLE VOLUMES BY 0 % FOR SHRINKAGE DUE TO COMPACTION.
BEING VERY NEAR EXISTING GRADE. THE CONTRACTOR SHALL INSTALL 20LF--12" CORR. PLASTIC ** TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
DRAINAGE MEASURES AT THE START OF THE PROJECT AND MAINTAIN SLOPE DRAIN INVERT 0 92.90 40 mil H.P.D.E. LINER
THEM UNTIL ALL LAGOON GRADING AND LINING IS COMPLETED, ON PAD END
(TYP. FOR EACH SIDE OF PAD)
5, THE LAGOON SHALL BE PRECHARGED WITH WATER TO AT LEAST 1/2 THE SEE DETAIL
2
TREATMENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS
BEEN TESTED.
,
gr3 EMERGENCY SPILLWAY �gn7 a8 2
/ RUCK
TURNAROUND �� \ CO
CREST ELEVEVATION = 91.90 03 Q`� HIGH END OF PAD , AREA
6. ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKES SEE SHEET 3 FOR EROSION 1 n5 ELEV = 96.19 - R'
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY CONTROL REQUIREMEN IS �'� �_-'rjo
DENSITY. THE COMPACTION SHALL BE DONE WITH A SH£EPSFOOT ROLLER. IN THE SPILLWAY SECTION - 09 _ R 7�
Lz 404
CP
7. BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG, _ PzP; F1
SLAB SUBGRADE. SEE BUILDING PAD SECTION (LENGTH) DETAIL ON SHEET 2 oa-��_-----�� 93.20
FOR GRADE REFERENCE POINT. ___-- ---- �' 11 _ 24' LOADING
nd' ~ CHUTE (TYP.)
8. BUILDING PAD AND LAGOON DIKE SIDE SLOPES SHALL BE 3: 1 UNLESS
OTHERWISE NOTED ON PLAN.
9. ANY WATER SUPPLY WELLS PLACED ON THE SITE SHALL BE A MINIMUM OF O1+ ~ �� p I
100' FROM THE CLOSEST POINT OF THE LAGOON. - �� 2a D000 ��� �- _ - v 'o _
SCOUR PADS HAVE BEEN �,� o
REMOVED DUE TO THE 225.00 - � ~
10. THE FOLLOWING ITEMS SHALL BE DONE WITH REGARDS TO THE LAGOON S`� _ PAU LFNGTH Q q
USE OF DISCHARGE PIPES 0 �I, 0
� FEED TANKS
CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: LAGOON DIKES WITH FLOATING OUTLETS. `� ```= ' z
FERTILIZED, SEEDED AND MULCHED INSIDE AND OUT: APPROVED SCOUR SEE DETAIL 7, t� °� (TYP.}
PROTECTION DEVICES INSTALLED AT THE DISCHARGE PIPES; THE a?r,
STAFF GAUGE INSTALLED. nr HIGH POINT ,,,,� °' r 125' ___-�� a�, �'-�
CONTROL POINT #1 OF SWALE p� i „ 25' 5% SLOQ+~ TO �
- 94.22 -� GRND
11, THE EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE INTENDED REBAR 9OLF-8" PVC D15CHARGF FLUSH � EXIS¶NG
N = 324789.8222 20LF-12" CORR. PLASTIC TANKS 4 dl�,
AS A GUIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS PIPE (� 0.50� SLOPE
SLOPE DRAIN INVERT ® 92.90 oP a� Tim.
IN NORTH CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL INVERT *BUILDING = 90.85 .-�r<< 1.5 51roPE
� = 2167981.3002 ON PAD END p
MEASURES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE HIGH END OF PAD INVERT *,LAGOON = 90.40 0
ELEV. = 86.68 ELEV, � 96.19 -j (TYP. FOR EACH SIDE OF PAD) t7 �� 0
S!TS FT IC Tug I Anln n1un1G pC G71-cMr)KMI II ITY Tf1 PpnvinF- AN17 1 qPr- rIPT'AII /1 02a (TYP. OF `6)
MAINTAIN ALL. SUCH MEASURES.
` Ors �1s dz5 n s 027 nn 201-00' ,�
IN T : R1.1 X 93.E Tn+L
�-
R17 40 mil H.p.P.E. LINER gFF DE ENGTI - 010 R4 u
1. ALL DISTURBED AREAS SHALL BE SEEDED. FERTILIZED AND MULCHED AS R13 / _ SEE DETAIL 3_ 95.20 _x P Pa z ,4r
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS \* R18 - y 95.20 2D
INCLUDES INSIDE SLOPES OF THE LAGOON. R'2-TURNARCIUN P1 - P6 r -
AREA 024 1-I- Pit o o CP
' 4ili
2. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE R = 75.OU g' 0 93'20
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SHOWN ON PLAN. 0 LOW END OF PAD \ Oil & "
OP ELEV. = 9013 012
l 295
3. APPLY LIME AND FERTILIZER THEN DISK -1-0 PREPARE A 3 TO 4 INCH 24' LOADING Ct)NTROL_ POINT #3
ti CHUTE (TYP-) � 014 NEW RLBAR SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A 1 � 0 � � � �� \ SLOPE DRAI�4 ��
CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCFI AND SECURE Q �, �, _.- --� - SEE DCTAII_ -.s__ _
�, E„ __ ' 2,) Q N = 3247.36.2341
WITH A MULCH ANCHORING TOOL OR NETTING. I D _ p��25.00-"'l 11n LAGQQN ELEVA11 TA RIP RAP
TOP OF DIKE ELEV. = 93.20 - - QUTFAI_L E = 2169012.0926
BEGIN PUMPING ELEV. - 90.40 (Tl'I'.)
SOIL AMENDMENT: }, _ Y)U) HIGH POINT 9OLr-8" PVC DISCHARGE N P I V = o ELEV = 90.00
E D UMP NG ELEV. 88.00
OF SWALE PIPE G 0.50% SLOPE TP �f \ 1I
= 94,22 FINISHED BOTTOM ELEV. = 82,00 1
10,000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE) F�1,s�1 �� a �flp -�- -- INVERT 0 BUILDING = 90.85 RAISE TOP OF DIKE AS SHOWN Q �
20.0 TONS OF DOLOMITIC LIME (2 TUNS/ACRE) r _ TANKS o' �Q INVERT 0 LAGOON 90.40 TO ELEV. = 9a.20 MIN. 14' ROAD WIDTH/
1000 BAILES OF SMALL GRAIN STRAW (100 BALES/ACRE) ', �- (TYP.) ^^ - (TYP. Or,, 6) SEE DETAIL-
0o PROPOSED FARM ROAD 1
SEEQINQ SCHEDUI F. cA � � � �i��F � ry 5�� Dr __ - 10 TIE INTO EXISTING
3 0 a 12' TOP OF - ---- -
WINTER �, ,#10 0,5 ROAD ►+
It c,r �� s�1TTl � DIKE WIDTH r
600 LBS OF FESCUE (60/ACRE) SEPT 1 TO NOV 30 ill_._ __ -- -�" SEE _ .--
_� -
300 LBS OF RYE GRAIN (30 I_BS/ACRE) nurse crop for fescue FEED "TANKS SEE DETAIL --- - - �3
100 LBS OF UNHULLED COMMON BERMUDA GRASS (10 LBS/ACRE) (TYP.) DP"
400 LBS OF RYE GRASS (40 LBS/ACRE) DEC 1 TO MAR 30 SEE- DETAIL a.._---
P7
SUMMER i25' 13 �- 93.20 Jr_- �r� 01 -
600 LBS OF 'PENSACOLA' BAHIA GRASS (60 LBS/ACRE) MAR 15 TO JUN 15 25 -- 5% SLOPE �f It,
xlsIi�G GRADE ~ ✓ y r 1
80 LBS OF HULLED COMMON BERMUDA GRASS (BLBS/ACRE) APR 1 TO JUL 31 6, r3 � Ps - -. , a �a --`� �� `
023
TOTAL AREA TO BE SEEDED AND MULCHED - 10.0 ACRES (APPROX.) ^~
RIt ��� � � LOW END (3F PAD
91 ELEV. = 92.95 019 50' OFFSET FOR f -A-
LEGEND.
\-__..____.__
10 R9 90 SLOPE DRAIN o, STAKEOUT (TYP.)
� .- -iilf� s111� - R8 ��2 02, Ozo SEE DE1AIL c4 CONTROL T'NT. 4
� � � � � �� WETLANDS �' � $� ��� �
RIP RAP
BURIED REBAR 1kF,
PROPOSED WOODSLINE �8 OUTFALI_ s� Q � N = 5183.6450
Iz� .�- 48�I7.6740
�-.-..
EXISTING WOODSLINE CONTROL:, POINT # NU
ELEV.99.42.
REBAR
50 EXISTING CONTOUR - 0 86 66• N = 324479.2-600 ,{, �
50 FINISHED CONTOUR ��n J 1 �- ` E = 2168378.8659 /
lj� MIN. 14- ROAU WIDTH - �- ±yr,
ELEV. = 88.77
PROPERTY LINE AA SEE DETAIL. ® 84 �� -��
MINIMUM BUILDING / LAGOON ��« g0N� � �
.A PROPOSED FARM ROAD �f`�
-� ,�- �OWNER: MURP�-IY FAMILY FARMS
SETBACK LINE C� _
�, TO TIE INTO EXISTING e I 0 �, P.O. BOX 759
n�----�--�• 8" PVC DISCHARGE PIPE ROAD . I
ROSE HILL, NC 28458
------►- SWALE / DIVERSION �__ ` G =�✓
GRAPHIC SCALE A
s.c. STAFF GAUGE
SOIL TEST PIT !f
FI, ..., L,, .... ai.... PAD, LAGOON, OFFSET 7e 9 �WY i11'' Kimley'Horn
IN FEET
STAKEOUT POINTS � J;� ( }� OQ
> 1 inch = 80 ft. 1, lr, 1
--_- and Associates, Inc.
RIP RAP OUTFALL PAD Post Off;ce. Box 33068
Raleigh, North Carolina 27636
F A R
IUS INC.
F. O. ROX 759 ROSE HILL.
ROSE TRACT I{'IIVI.SIIING PAHM COMPLFyy'
s�e E
RIADEN COUNTY
DRA WN 13y': ril'E3
JUNE 4, 1,997
CHECK[= 0 BY: RUM
�;IIEET 1 OF 3
SCALE: 1 " = 60'
,,o`Q k CAR ff}•;f
�� •��...•.. q'• 'I.
4J�
+ w 1714
� � e
�kG1 Nth$
TaAr1rA'QT M. •M\V *���

= 225.00' BUILDING PAD LENGTH
STAKING POINTS
—- -- 201.17' BUILDING LENGTH 15'
FEED TANK PAD FLUSH
STAKING POINT 7ANK5 CUTOUT FOR FLUSH GUTTERS
LOADOUT ROAD — — — —
EXISTING GROIJND 9.00' -�^- GRADE REFERENCE POINT��'1'Sr SLOPE
HICH END OF FAD (SVBGRADE) -
x
IF NECESSARY i0 GRADE ROAD LOWER THAN EXISTING GROUND --
FEED TANK PAD, MAXIMUM DROP SHALL BE 2.0'.
SEE SITE PLAN FOR DESIGN GRADES. "-�—
PAD AND LOADOUT ROAD
N.T.S.
RECOMMENDED CUTOUT WIDTH
rnD MICL, ni ITTCOC fJC!"n6L1CClf\C'n n1 ITAIJT nCn YLJ C'nn LEI IICLJ nn'r=MV .a.
CROSS SECTION OF BUILDING
N,T.S.
- - 12 00'
INSIDE TOP OF DIKE
STAKING POINT
TOP OF DIKE
40 mil H.P.D.E. LINER
SEE NOTE SHEET , of 3 -_ 3__ _ I—III—III--� Il-1 I I_ i I l—III- IIII f II I 1—.
� MI--
ATE IALS REOUIRING
__ ICI I I ff f i� I I I -1 I ICI I Ii i-i�I-I
IF I Iµ_. Mi I ICI I=III I I I=I I I-1 11
I INICD 7nII/F- Cr0T1f-l1e1
If
.-,ARMS Mw
L PHONE : (910) 289 — 2111
P. 0. BOX 759 ROSE HILL,
NORTH CAROLINA 28458
N.T.S.
- » GRADE REFERENCE POINT
LOW END OF PAD (SUHGRATIE)
STAKING POINT
w 16' t FROM INSIDE TOP OF DIKE -
--SET TOP OF PVC CAP AT
TOP OF BIKE TOP OF DIKE FLEVA'TION
3/4- PVC PIPE DRILLED AND
GLUED INTO 3' PIPE
11—i I —I I I- I PAINT RED
2.80'
11-I 1 I I I I �I I _- 3" PVC PIPE
6" (1YP)
_ --. START PUMP-
._
-�III�iII�fli_-Iii _ 2.40'
STOP PUMP
BACKFIL.L AROUND STAFF GAUGE
1 WITH BENTONITE AND COMPACT
18" BURY DEPTH MIN
---
i I ICI I ICI I t
�--
=1
STAFF GAUGE
N.T.S.
RIP RAP PAD T SIDE SLOPE_
A EAR 714
EF'a-"oo'-0-0-
opOBERM
000`1 ILIIJ.IH, I SLOPE DRAIN
PLAN V'L VV
LOW END OF PAD
SWALE
` TOP OF DIKE
- 6" FREEBOARD
5' ABOVE SLOPE. DRAIN
OU T51DE EDGE OF BLDG PAD MIN
EXISTING GRADE BERM LOW END PF
BLDG PAD ELEV
RIP RAP PAD ✓' -� ��]� SWALE COMING INTO
AT OULL.ET FOR .�'r� ��� SLOPE DRAIN MI
SCOUR PROTECTION"! -�
- OVER EXCAVATE V DEEP
CORRUGATED PLASTIC SEDIMENT PIT AT INLET
nrE SLOPF DRAIN
(�0-0 Q -0 0-0-0-a
a�a_a_o_n_o_o_o_o
r"100
`CC LION A -A
SLOPE DRAIN
N.T.S.
ROS'E" TRACT FIN[S.11ING FAPM COMPLE!.X
WOODS
20' MIN OVERHEAD CLEARANCE
FROM HIGH POINT OF ROALIBED
OVERHANGING LIMOS
TRIMMED TO 11' MIN
FROMq EACH SIDE
-- --- 22' MINIMUM --- - -
DITCH TO DITCH
1
14' MINIMUM
ALL WEATI1FR TRAVEL WIDTH
1� /2 /FT- ,
H 11-.-
COMPACTED VIELL-DRAINED ROADBED
SUITABLE FOR ALL WEATHER CONDITIONS
-- SHOULDER DITCHES ----
PROVIDE ADEQUATE OUTLET
FOR SHOULDER DITCHES
WOODS
III
'}I
4
TYPICAL
DITCH SLOPES
MINIMUM REQUIRED FARM ROAD.
PROFILE VIEW
N,T.S.
FLAN VIEW
YLON ROPE RE BACKS 10 PREVENT
DE SWAY OF DISCHARGE PIPE
-OAIERS- ATTACH TIE BACKS To
DSTS SET 1N LAGOON DIKE.
Ik
_ 2' TO 3' SECTION OF FLEXIBLE
LE CONNECTOR REINFORCED CONNECTOR HOSE
CVRELFASTENED PVC
ROM PIPE IMTH STAINLESS S1E LT BAND
MINIMIZE CLAMPS.
IS04ARGF. 20 IF PVC DISCLIARGE "FLOATFR" PIPE
PIPE,
WATFRTIGHT PLASTIC BARREL OR
SIMILAR FLOTATION DEVICE. TO
SUSPEND END OF PIPE JUST BELOW
WATER SURFACE - LASH PIPE TO
J FLOAT WITH NYLON ROPE
��-- L _4 START PUMP LEVEL
_._; TOP PUMP LEVEL
MIN. WATER LEVEL AT
AG TART UP
DOUBLE 4 X 4
PIr1 511PPORT i cK �
�K
b ��
Z -
4' MIN, WATER DEPTH SHOWN IS WLIHOUT SCOUR
rROTECTION ON LAGOON BOTTOM. IF SCOUR
PROTECTION IS PROVIDED, WAFER DEPTH MAY BE
PIPE SUPPORT SHALL BE VF.CRFASED TO 1/2 TREATMENT ZONE- DEPTH,
UACKFILLED WITH CIAY
AND COMPACTED
DISCHARGE PIPE
N . T. S.
Kimley-Horn
and Associates, Inc.
Post Office Box 33068
Raleigh, North Carolina 27636
BLAOEN
COON I Y
ORA WN B Y: RPB
JUNE 4,
1997
MECKED BY: RMM
SHEE T 2
OF 3
SCALE N.T.S.

I�1�1=CCIlCI�'
CICl�CCI
CCU
I�
I CI-' CCI C� ,
--~ICI
c�ilc�h=
F' r' r'. r'. r' .N
BLADEN
COUN]Y
DRAW BY: RPB
JUNE 4,
1997
CHECKED BY: RMM
SI IF I T .3
OF 3
SCALE: N. 7 . S.

_
_
SECTION
EMERGENCY SPILLWAY
N.T.S.
ROSE TRACT FINISHING FARM COMPL EX
FA RMSINC.
P. 0. Box 759 ROSE HILL,
PHONE : (910) 289 — 2.111 NORTH CAROLINA 28458
0
==
I
Kirnloy-Horn
_ and Associates, Inc.
Post Office Box 33068
Raleigh, North Carolina 27636
FULA:F0-)EN
COUNTY
ORAWN 13Y.• RP13
JUNE 4,
1997
CHECKEO BY: RMM
SHEET 3
OF 3
SCALE: N.T.S.

FEED TANK PAD I
STAKING POINT
LOADOUT ROAD I
=, 11-00' —''
- - . 3'
EXISTING GRQ ND �.r--
IF NECESSARY TO GRADE ROAD LOWER THAN
FEED TANK PAD, MAXIMUM DROP SHALL BE 2.0'.
SEE SITE PLAN FOR DESIGN GRADES-
- -- 225,00' 9VIL.DING PAD LENQfl-I
STAKING POINTS
201,17' BUILDING LENGTH
FLUSH
MNI<S
CUTOUT FOIL FLUSH G
9.00 GRADE REFE1 RE E F N �"53 SLOPF L�
HIGH END OF PAD (SUBGRADE)
EXIS17NG G
PAD AND LOADOUT ROAD.
N.T.S.
RECOMMENDED CUTOUT WIDTH
FOR FLUSH GUTTERS `I RECOMMENDED CUTOUT DEPTH FOR FLUSH GUTTERS - 16"
3.33' - 9.33'
CROSS SECTION OF BUILDING
N.T•S.
15' I-"�--
GRADE REFERENCE POINT
LOW END OF PAD (SUBGRADE)
STAKING POINT
+i-- 16' t FROM INSIDE TOP OF DIKE ..--
--SET TOP OF PVC CAP AT
TOP OF DIKE TOP OF DIKE Ft.EVA TION
3/4- PVC PIPE DRILLED AND f-_-
fGLUED INTO 3' PIPE
PAINT RED
3" PVC PIPE
6. (TYP) -
TAR, PLIMI'
2 40.
i—
I!—III_ STOP PUMP
�I I i - I I I -I f I- -I 1-1 I I BACKFlLL AROUND STAFF GAUGE
WITH BFNTONITE AND COMPACT
U3_ BURY DEPTH MIN
-
� I I_1 I ICI I Iw I -
�I
STAFF GAUGE
2 J N.T.S.
RIP RAP PAD
A �.
r [000aoo
a a d
-0-0-0_
PLAN V1-W
12.00' ---- --
INSIDE TOP OF DIKE
STAKING POINT'
TOP OF DIKE W ABOVE FREFL OPEDDRAIN
l�i I _ OUTSIDE EDGE Of BLDG rAD h- MR1
EXISTING GRADE BERM r LOW END PF
BLDG PADFLEV
40 mil H.P,Q.E. LINER
SEE NOTE SIAEE r, of 3-�----
1 I _fir RIP RAP PAD SWALE COMING IN TO
AT OUTLET FOR �- ` SLOPE DRAIN
WA IRLSREQUIRINII t SCOUR PROTECTION —
OVER EXCAVATE 1' DEEP
CORRUGATED PLASTIC
0 O 0
SEDIMENT PIT AT INLET
PIPE SLOPE [TRAIN
�Ci�O�C?�0 �000
I—III-1 I —I OpgOC a() pi�00a00�
-FCTION A —A
_� I�=1 i I=1 I iI I I„I l i�-I f i� I►=� �
6 SLOPE DRAIN
('_3"� LINERZDIKE CROSS SECTION N.T.S.
� ? ) N.T.S.
M URI )II Y_
T'A INC.
P. 0. BOX 759 ROSE HILL,
VIHONE (910) Z89 --- 2111 NORTH CAROLINA 28458
Rv���; TRAc7' TYN.[�__)�arr,�vr� 1;'Ai­­&�If COMP ra��x
S r-
TI
4 _T 3
WOODS
20' MIN OVERHEAD CLEARANCE
FROM HIGH POINT OF ROADFIED
OVERHANGING LIMBS --�
TRIMMED TO 11' MIN. ! WOODS
FROM fL EACH SIDE !`
22' MINIMUM
DITCH TO DITCH ,
14' MINIMUM ALL WEATHER TRAVEL YOD11-1
1/x_/ff. I 2' T.
4 Jt
COMPACTED WEII.-DRAINED ROADBED
SUITABLE FOR ALL WEATTIER CONDITIONS TYPICAL
DITCII SLOPES
SHOULDER DITCHES -
PROVIDE ADEOUATE OUTLET
FOR SHOULDER DITCHES
AAINIIAAI IAA DEnI IIDE7FN L A D h A Dn A F-
PROFILE VIEW
I
Ni TO
1 4. i .'J.
PLAN VIEW
+LON POPE TIE BACKS TO PREVENT
DE SWAY OF DISCHARGE PIPE
.QATERS. ATTACH TIE BACKS TO
3STS SET IN LAGOON DIKE,
h
2' TO 3' SE('TION OF FLEXIBLE
REINrORCED CONNECTOR HOSE
E CONNECTOR SECURELY FASTENED 10 PVC
20M PIPE WITH STAINLESS STEEL RAND
MINIMIZE CLAMPS,
SCHARGE 20 LF PVC DISCHARGE 'FLOATER" PIPE
PIPE. WATERTIGHT PI-ASTIC BARRFL OR
SIMILAR FLOTATION DEVICE TO
SUSPEND END OF PIPE JUST BELOW
WATER SURFACE -- LASH PIPE 10
FLOAT WITH NYLON ROPE
- J START PUMP LFVFL
_51 E21[ MP I.EVEL
IN. WATER LEVEL AT
LkGOON START UP
OOURLE 4 X 4
PIPE SUPPORT
4
-t O
z
4' MIN, WATER DEPTH SHOWN IS WITHOUT SCOUR
PROTECTION ON LAGOON BOTTOM. & SCOUR
PROTECIION IS PROVIDFO, WATER DEP1H MAY RE
PIPE SUPPORT SHALL BE- DECREASED TO 1/2 1RF.ATMENT ZONE DEPTH.
BACKFILLED WITH CLAY
AND COMPACTED
DISCHARGE PIPE
N.T.S.
Kimley-Horn
and Associates, Inc.
Post Office Box 33068
Raleigh, North Carolina 27636
BLA DEN
COUNTY
DRA WN BY. RPB
JUNE 4,
1997
CHECKED BY- RMM
SMEE T 2
OF 3
SCALE: N.T.S.
�s"�T.rt�ttt.rr�i
4,"` �H CAR0
4
17147 •"

GENERAL NOTES:
I.
ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON AN ASSUMED BENCH-
MARK ELEVATION AND DO NOT REPRESENT MEAN SEA LEVEL DATUM.
2.
HEAVY VEGETATION AND/OR ROOT MAT SHALL BE STRIPPED FROM
PAD AND LAGOON AREAS PRIOR TO PLACING FILL. ROOTS IN EXCESS
OF 2 INCHES IN DIAMETER WILL NOT BE ALL -OWED IN FILL SECTIONS.
ANY STUMPS ENCOUNTERED IN LAGOON SIDE SLOPES OR BOTTOM MUST
BE REMOVED.
3.
LAGOON LINER SHALL BE A 40 mil THICK H.D.P.E. LINER MANUFACTURED
BY GSE INC. OR OWNER APPROVED EQUAL. LAGOON LINER INSTALLATION
SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS.
4.
THE LAGOON IS BEING PLACED IN A WET AREA WITH THE WATER TABLE
BEING VERY NEAR EXISTING GRADE. THE CONTRACTOR SHALL INSTALL
-
DRAINAGE MEASURES AT THE START OF THE PROJECT AND MAINTAIN
THEM UNTIL ALL LAGOON GRADING AND LINING IS COMPLETED.
/
5.
THE LAGOON SHALL BE PRECHARGED WITH WATER TO AT LEAST" 1/2 THE
A
</
TREATMENT ZONE DEPTH AS SOON AS THE LINER IS COMPLETE AND HAS
/
BEEN TESTED.
�G
6.
ALL FILL MATERIAL PLACED ON THE BUILDING PAD AND LAGOON DIKES
SHALL BE COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY4�
DENSITY. THE COMPACTION SHALL BE DONE WITH A SHEEPSFOOT ROLLER.��
I
7.
BUILDING PAD ELEVATIONS SHOWN ON THIS PLAN REPRESENT BLDG.
�
,.<4F WETLAND
SLAB SUBGRADE. SEE BUILDING PAD SECTION (LENGTH) DETAIL- ON SHEET
2 Atsj
FOR GRADE REFERENCE POINT.
a,
8.
BUILDING PAD AND LAGOON DIKE SIDE SLOPES SHALL BE 3:1 UNLESS
�'
I
OTHERWISE NOTED ON PLAN.�U
>Ilts_
9.
ANY WATER SUPPLY WELLS PLACED ON THE SITE SHALL A MINIMUM
�
Law IMN❑ ----�
OF PAD
BE OF
,y(�
24025
100' FROM TIME CLOSEST POINT OF THE LAGOON.
023
ELEV. 93.50
/lL -'V, HIGH END ---
10.
THE FOLLOWING ITEMS SHALL BE DONE WITH REGARDS TO THE LAGOON
OF PAD
CONSTRUCTION BEFORE THE FACILITY IS CERTIFIED: LAGOON DIKES
---ZLEV. - 96,74
FERTILIZED, SEEDED AND MULCHED INSIDE AND OUT: APPROVED SCOUR`,_
PROTECTION DEVICES INSTALLED AT THE DISCHARGE PIPES; THE
R4
i P11
STAFF GAUGE INSTALLED,
R5 022
2a1.oc�
R6
_-_
UE IGIH
11.
THE EROSION CONTROL MEASURES SHOWN ON THE PLAN ARE INTENDED
8UII.-DING
AS A GUIDE. THE EROSION AND SEDIMENTATION CONTROL REGULATIONS
1 (TYP.)
IN NORTH CAROLINA ARE PERFORMANCE BASED AND ADDITIONAL
-0
- g.00'
MEASURES MAY BE REQUIRED TO PREVENT SEDIMENT FROM LEAVING THE_7S,
-THE
11
SITE. IT IS LAND OWNERS RESPONSIBILITY 1-0 PROVIDE AND
a
MAINTAIN ALL SUCH MEASURES.
04
c� r11
TRUCK i o➢�
TURN AROUND
4
SEEDING NOTES:p0'F
AREA � �
[} -°
5y SLOPE
70
.-- GR A
TO EXtS�f4hiC
1.
ALL DISTURBED AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED AS
SLOPE
SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED. THIS
N
027
02
S
INCLUDES INSIDE SLOPES OF' THE LAGOON.
225.0(
2. PREPARE DISTURBED AREAS FOR SEEDING BY GRADING IN ALL SURFACE
24' LOADING
c°
`
�,,--
G TIC
LE co
`
CHUTE (TYP.)
qI�
-`
-{SAD
WATER DIVERSIONS AND SHAPING TO FINAL GRADES SI4OWN ON PLAN.
�b (:l
FEED -
�.
lS �
-+ 41
N r? -C ' �a
3. APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
TANKS
cFTI�
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A
(TYP.)
l�
CULTIPACKER OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE
41
o .
WITH A MULCH ANCHORING TOOL OR NETTING
- P
93.80
95.80
- 9t_50
r�P .-
SOIL AMENDMENTS: _ ------.._.. ! P p8
10000 LBS, OF 10-10-10 FERTILIZER (1000 LBS./ACRE) 21\ \`
{4r _
71?n TvN"[' it uvLvivii Ti0 LiME (2 7
1000 BAILES OF SMALL GRAIN STRAW (100 BALES/ACRE) L-
0zo 0�so3:3
SEEDING SCHEDULE: WE ILAND AL
WINTER A 016
600 LBS OF FESCUE (60/ACRE) SEPT 1 TO NOV 30 ,
300 LBS OF RYE GRAIN (30 LBS/ACRE) nurse crop for fescue '`
100 LBS OF UNHULLED COMMON BERMUDA GRASS (10 LBS/ACRE)
400 LBS OF RYE GRASS (40 LBS/ACRE) DEC 1 TO MAR 30
SUMMER LEGEND
600 LBS OF 'PENSACOLA' BAHIA GRASS (60 LBS/ACRE) MAR 15 TO JUN 15 ,M
80 LBS OF HULLED COMMON BERMUDA GRASS (81LBS/ACRE) APR 1 TO JUL 31 '' WLTLANDS
TOTAL AREA TO BE SEEDED AND MULCHED = 10 ACRES (APPROX.) PROPOSED WOODSLINE
EXISTING WOODSLINE
50 EXISTING CONTOUR
-alil_
50 FINISHED CONTOUR
PROPERTY LINE
MINIMUM BUILDING / LAGOON
SETBACK LINE
tip 8" PVC DISCHARGE PIPE
- -- SWALE / DIVERSION
STAFF GAUGE
GRAPHIC SCALE
60 0 30 B0 120 240 SOIL TEST P I T
P1, I.1, ..., 01, ... PAD, LAGOON, OFFSET"
IN AFT) STAKEOUT POINTS
1 inch - 80 ft RIP RAP OUTFALL PAD
ARMSINC.
.
P. 0. QOX 759 ROSE HILL,
PHONE (910) 289 -- 2111 NORT-! CAROLINA 28458
No
y
r
� 1
EMERGENCY SP4 LWAY
CREST ELEVATION = 92.50
OI ` -50' OFFSET STAKE POINT
SEE SHEET 3 FOR EROSION (TYP. UNLESS NOTED OTHERWISE) 1
CONTROL REQUIREMENTS 1 ,� ►
IN THE SPILLWAY SECTION 3
20.00'
LAGOON ELEVATION
DATA
TOP OF DIKE ELEV. -
93.80
BEGIN PUMPING ELEV. -
91.00
END PUMPING ELEV. =
88.60
FINISHED BOTTOM ELEV.
= 82.60
RAISE TOP OF DIKE AS
SHOWN
TO ELEV. = 95.80
EARTHWORK CALCULATION DATA
METHOD USED: 5' GRID
TOTAL EXCAVATION 52,775 CY ** EXCAVATED CLAY
PAD AND DIKE FILL 47,815 CY * REQ'D FOR LINER
NET 4,960 CY CLAY NOT REQUIRED O CY
SUITABLE FOR LINER 0 CY
WASTE 4,960 CY
* FILL VOLUMES HAVE BEEN ADJUSTED BY 20% AND CLAY
VOLUMES BY 0 % FOR SHRINKAGE DUE TO COMPACTION.
** TOTAL EXCAVATION VOLUME INCLUDES UNDERCUT FOR
40 mil H.P,D.E. LINER
.- L f --02 r
1
1
1
p CONTROL PNT# 5
REBAR
N=323695.48
E- 2172005. 84
ELEVATION = 9Q.37
LOCATED 22.5:00' EAST
1 j,
1
r
1
_
OF
1 2
04 05 ► 6
�`
D4KFP I I.I
.
R1 /
4
NOTE: SCOUR PADS HAVE
BEEN REMOVED DUE TO
S_G.®
SEE DETAI
03 -LOW END
OF PAD
07
80 LF
- $" PVC DISCHARGE
THE USE OF DISCHARGE
ELEV. = 93.50 1
_
- `
TRUCKS
PIPE @
50% SLOPE
PIPES WITH FLOATING
"-2 1
TURN AROUND
INVERT
INVERT
@ BUILDING = 91.40
Q LAGOON = 91.00
OUTLETS. SEE DETAIL-
t�
AREA
..,/
I-1-
1 11
(TYP.)
_
_p0
- - -- _ �� i
125.00'
4-0 mil H.D.P.E. LINER
SEE DETAIL
D�
_ __
- C, L1 NG.r41`
_.--- -- ~ g4_1 D t
TYP.)
9. - �� � �-
r� 0
--Jr�
-" o SLOPC To
5%
_
f,F�A)E
95.80
20 LF--12" CORR. PLASTIC
rr nnr nn . r••
.w�. Vnrtinv HIV VLR1 Ly! li I.UU
ON PAD END
(TYP. FOR EACH SIDE OF PAD)
_ SEE UETAIL-�-S`\
ROSE TRACT FI.N1,51-TING FAJ-vl�M Sl TE # 3
24' LOADING
2 CHUTE TYP.)
91.50 I.5% SLOP
.
S
80 LF 8 PVC DISCHARGE TAIV
� , �0 11 (Ti
�� y1
PIPE a nCI npr- � I �, `� � -
_ _._---- �~�..�- I(�� `1� FEED
CAD �
INVERT BUILDING = 91.40ram+ �
INVERT 0 LAGOON = 91.00 (TYP.)
(TYP.) �-- 225 00 `�. /
EI•SGTtI
5z72
COMPLI?x
iI.
n
... _ P AD - -
{
95.80 XlP
.dL
012
a.
A LF
'HIGH END
OF PAD sl,
a ELEV. l = 96.74
1
1
sr„
QCONIROL PNT# 6
r REPAR
r N=323117.39
E= 2172068.70
ELEVATION = 85.50
i
LOCATED 275.00' EAST
1 AIL
OWNER: MURPHY FAMILY FARMS
P.O. BOX
ROSE HILL, NC
0 CY I
0 CY
Kirnley-Horn
-- and Associates, Inc.
f ost Office Box 33068
Raleigli, Noltli Carolinif 27636
HLADEN
COUNTY
URA WN BY: RP13
J1JNE 4,
1997
CHECKED BY: [_'WM
SHEET 1
OF 3
SCALE 1 " - 60'
H CA Rp�
� /Il
t 17147
zY �6:.
�folk 1"
AA

Au Xm
IJL
�llll. �1JIr_ _1 JIL MAIL AIL
Ali-
1 MAIL .IL
III r—
TYP. FINISHED GRADE
VALVE COVERBOX IN UNPAVED AREAS
1 — 6 (MIN.)
I _
r I _
(UNPAVED
AVD
ARE
AS)
)BACKf1_L--AIL TAMPED CONCRETE
ENCASEMENT
.. AT 3000 P.S.I_
:
\ ! i VALVE BOX
I
1• r`.
f s �1IIL TO CONTRACTOR:............. (CASE
..
NOTE IRON)
j J
VALVE BOX S�iO W).:��T''.'.'..
CONTACT MAIN OR _.. _
\ -.-.VALU7.....................
1AMPED BACKFfLL
� i
[sn MAIN —VALVE
j
.' 4 i -fir^~ ! / ... 1` , i r� i �1 ..-w... �,,;-- I - 1ti•5 '�'✓ . - .
` � ,' ��— �• � � ,� ' � •� ) `� �-' � TAMC-ED BACKFfLL � .. .......
2'-0"
' < n -. (UNPAVED AREAS)
CONCRETE
s�:.. ENCASEMENT
a 6" THICKNESS
2'--0" , 4f AT 3000 P.S.I.
a . — VALVE BOX
a COVER
4
fI Il I - D.I.P. MAY BE USED FOR VALVE BOX EXTENSIONS.
: f
h I h I 1
Y
c
2. VALVE OPERATING NUT MUST BE EXTENDED SO
i
Eil OCKkNG
r }
jr
THAT THE DEPTH IS NO GREATER THEN 5' FROM
,
EO f EON
:
_I -
4
:
i
,
1 , �9 1
AIL
SLI1L - 1
_ 1 l �
1 II
AIL
r { 2-4
1u1L \ 1 I
_ITE
1
\l[fL47
i �111L
_i
r4 2 {! FINISHING
FARM
AL _ -- � - t
L
r [ll
1
` 1
111E
AL 6" TEE --
AL
[ F E
\ AL 4-5' BENS
AL I l l i -AIL IJ11 AIL
/ lllr
All-
~�tIIL
JI L
GRAPHIC SCALE
150 -AM 600
( IN FEET )
1. inch = 300 ft.
AIL
FINISHING�1 �IfJL[JEr
FARM ,Il[r. 1 TYP
2. _26 1
MILL
LI
ALL
AIL ,111E
'--. ,IJ14 .)
.1 0
I Allf
90' BEND
J'Sl 111 N ('I T_
A F] A_ RAI Co�mlllj.E'
—�• ...cC. '-.xs.. - .c.'YL{ttl�iSt .=. -:T'-" _.:. ",.6a--tl'ix.+.a^�IW,#WY.:f,�,uxGC+'Y2'SRs. A.i'4:vJ�::S:Xv=�►a;"#.ssP}I
•�I Rf°!R.iw�911•�,�'•�I ff W�{�ape Y�"RV"m.rn.,h�Pimmln'w51�nR�3m1:O�aT�11�[O'�`@`MI�N1A��4
THE SURFACE USING A MANUFACTURER APPROVED
EXTENSION KIT.
3. GATE VALVES SHALL CONFORM AWWA PECIFICATION
C500, DESIGNED FOR A MINIMUM WO KING PRESSURE
OF 150 P.S.I. AND SHALL BE OPENS BY TURNING
TO THE LEFT.
STANDARD VALVE BOX INSTALLATION /
\A[L. �IJIL
�. AIL
.AIL
R T 77 UN
OA IE DESCRIPTION
MK
LEGEND:
IRRIGATION F IF.LDS
WETLANDS
SECONDARY ROADS
HYDRANT
NOTE,:_
SECONDARY ROADS > 0 FEE RELOCATED AS
NECESSARY TO ACCOMMODATE SPRAY
IRRIGATION FIELDS.
�! Kimley-Horn
and Associates, Inc.
Post Office Box 33068
f�csleigh, Norlt, C'rirnlinn 27G36
131-ADEN
C01-IN7 )`
DRAWN F Y: SEA-C �
MAY 29,
1997
CHECKED HY: RVV
SHEET I
OF 1
SCALE: 1 "-300