20100766 Ver 1_401 Application_20101110

Ly. p I c) - C)'; t" t"
DR. J.H. CARTER III & ASSOCIATES, INC.
Environmental Consultants
P.O. Box 891 • Southern Pines, N.C. 28388
[phone] 9 Fax [phone]
Letter of Transmittal
I'o Lia Gilleski
NC DWQ 401 Wetlands Unit
2321 Crabtree BLVD
Raleigh NC 27604
WE ARE SENDING YOU
Date:l 1-15-10 Job #0934
Attn:Lia Gilleski
Re:Mountaire Chicken Plant Express review
Attached Reports
Copy of letter Plans
Prints Photos
Maps
Data
COPIES DATE # P gs DESCRIPTION
5 PCN form, 3 11 x17 maps sets and 1 CD, I stormwater info

2 0110
DENR • WATER OUJTY
_
LAMDS AND STOR1w'YrATER BRANCH

TFIESE ARE TRANSMITTED
For approval Approved as noted
For your use Approved as submitted
As requested Returned for corrections
For review and comment For your information
REMARKS: Two more full sized map sets are in a separate package. Thank You. Bill Mullin
Endangered Species Surveys 9 Enviromnental Assessments 9 land Management 9 Wetlands Mapping and Permitting
If enclosures are not noted, please contact its immediately
Version 1.4
January 9, 2009
401 Oversight/Express Permitting PCN Submittal Checklist
? The application fee (Checks may be made out to "N.C. Division of Water Quality"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
® Five (5) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans)
® Stormwater Management Plan (if applicable - see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://h2o.enr.state.nc.us/su/bmp forms.htm) along with all required
items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components - inlet and outlet structures,
forebay, respective zones and pertinent elevations.
? If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
http://h2o.enr.state.nc.us/su/bmp_forms.htm).
? DWQ Stream Determination Forms for streams on property and DWQ determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar-Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the
Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
® The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
® Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1":50' scale is recommended).
® Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non-iurisdictional wetlands
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built-out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas - these should correspond with the Impact numbers listed on your PCN
form.
® Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10-yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWQ rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
® Proposed Impacts - All impacts to jurisdictional and non-jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non-jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1-foot for culverts > 48 inches).
Version 1.4
January 9, 2009
Wetland Impacts:
® Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
? All subsurface utility lines must indicate the location of anti-seep collars.
Construction detail for anti-seep collars must be provided.
? Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
? Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
? Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
? The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
? For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways - Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
? Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood-prone area.
? Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the

Corps:
® Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: NWP14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
® 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes N No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ® Yes ? No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Mountaire Chicken Rail Relocation
2b. County: Robeson
2c. Nearest municipality / town: Lumber Bridge
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Mountaire Farms of Delaware
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable): John Wren
3d. Street address: PO Box 1320
3e. City, state, zip: Millsboro, De 19966 R_?!aTERQUF+LtRB
3f. Telephone no.: W50.1iDsPA
3g. Fax no.:
3h. Email address:
Page I of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: William Mullin
5b. Business name
(if applicable): Dr. J. H. Carter III & Associates, Inc. Environmental Consultants
5c. Street address: 515 F Midland Road
5d. City, state, zip: Southern Pines, NC 28387
5e. Telephone no.: [phone]
5f. Fax no.: [phone]
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees): Latitude: 34.867 N Longitude: - 79.106 W
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 212 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to gig Marsh Swamp
proposed project:
2b. Water Quality Classification of nearest receiving water: C,sw
2c. River basin: Lumber - 03040203
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The subject parcel is vacant forested land adjacent to the existing Mountaire Chicken plant facility. The surrounding area
contain mixed uses includeing rural residential, retail, agricultural facilities and undeveloped forested lots.
3b. List the total estimated acreage of all existing wetlands on the property:
9 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
0
3d. Explain the purpose of the proposed project:
The proposed project will entail the expansion of the existing Mountaire facility. The current rail road line that services
the plant will be realigned to allow for additional facilites to be constructed on site while maintaing the needed connectivity
to the rail transport system.
3e. Describe the overall project in detail, including the type of equipment to be used:
Standard construction equipment such as excavators, cranes will be used to place fill materials into 0.40acres of wetland
in order to allow for the realignment of 2100feet of rail line. Approximately 365feet of the realigned rail line will be placed
in the subject wetland accounting for the 0.40acre of fill. The fills are necessary to achieve the proper line placement to
service the expanded Mountaire facility, railway safety and function are the two driving factors thataccount for the position
of the realigned rail on the landscape.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
i
l
®Yes ? No ? Unknown
project (
nc
uding all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
f
? Preliminary ®Final
o
determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: JCA Env. Consulting
Name (if known): William Mullin Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Feb 2010
5. Project History
5a. Have permits or certifications been requested or obtained for
hi ? Yes ® No
F] Unknown
t
s project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ? Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ® P ? T fill PF01 ® Yes
? No ® Corps
® DWQ 0.40acres
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. "Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
_ ? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 11
PCN Form -Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number - Reason
Permanent (P) or for
Temoorarv (T) impact
B1 ?P?T
B2 ?P?T
B3 ?P?T
6i. Comments:
? Neuse ? Tar-Pamlico ? Other:
? Catawba ? Randleman
6e. 6f. 6g.
Buffer
Stream name mitigation
required?
? Yes
? No
? Yes
? No
? Yes
? No
6h. Total buffer impacts
Zone 1 impact Zone 2 impact
(square feet) (square feet)
Page 6 of 11
PCN Form -Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The design of the railroad used the tightest curvatures (9.5 degrees) possible to minimize foot print of the rail in wetland area.
Additionally steeper slopes on the sub grade to further reduce impacts, a proposed truck entrance was scrapped in an area of
wetland to reduce impacts, the onsite truck apron was reduced to again shrink impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best Management Practices will be utilized, such as silt fences and or haybale to reduce construction sediment, clean stations
for equipment and on site contruction monitoring.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ® Yes ? No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ® Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

®Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0.40 acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: we are waiting on EEP reply to the mitigation request submitted 11-15-10
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
Comments: N/A
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 19%
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: ]
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, na rrative description of the plan:
attached materials
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
® DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Lumber Bridge
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ® Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ® Yes ? No
Page 9 of 11
PCN Form -Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Mountaire has a sanitary package plant on site for the treatment of the sanitary wastewater. The effluent from the
package plant is stored in the irrigation storage lagoon along with the pretreated water from the processing plant. The
package plant is large enough to handle the additional flow from this facility addition. The waste will be pumped from the new
building to the head works of the sanitary package plant.
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
? Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. E:1 Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The Natural Heritage Data base and on site investigations by JCA
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Natural Heritage Data base and there are no streams or waterbodies in the project area
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
SHPO web page
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination County GIS M ng and Engineering Plans include
FIRM data r p
I

Uljilk,j i
Applicant/Agent's Printed Name Applicant/Agent's ign ture Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided)
Page 11 of 11
PCN Form -Version 1.3 December 10, 2008 Version
Mountaire Chicken Plant Expansion
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Pennit Number.
(to be provided byDWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement.
I will keep a maintenance record on this BMP. This maintuntance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will-be
corrected, repaired or replaced immediately. • These deficiericies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BN P.
'important maintenance procedures:
The drainage area will be carefully managed to reduce the"sediment load to the
infiltration basin.
Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if heeded until the plants. become established (commonly
six weeks).
No portion of the n9iltratim basin will be fertilized after the initial fertilization
that is required to.establish the vegetation
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1A inches (or 15 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and WE be available upon request
Inspection activities shalt be performed as follows. Any problems that are found shall
be repaired immediately.
BMEr element: Potential problem: How l will remediate the problem
The entire BMP Trash/debris is present Remove flee trash debris.
The perimeter of the Areas of bare soil and/or Regrade the soil if necessary t D
infiltration basin erosive gullies have formed. remove the Sally, and then plant a
ground cover and water until A is
established. Provide lime and a

The inlet device: pipe or
The pipe is clogged (if one-time fertilizer a hcation
Unclog the pipe. Dispose of the
swaIe a livable . sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged (if
•a livable .
Erosion is occurring in the Regrade the swale if necessary to
swale (if applicable). smooth it aver and provide erosion
control devices such as reinkwced
turf matting or riprap to avoid
future problem with erosion.
Form SW4014ailltration Basin O&M Rev.3 Pap I of 3
8MP element: Potential Problem: -Howl: Wg remediate the blem:
The forebay Sedimenthas accumulated Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth, possible. Remove the sediment and
dispose of it in a lxation where it
will not cause impacts to sbvams or
the BMP.
Erosion has occurred or . Provide additional erosion
ripe ap is displaced. protection such as reinforced turf
amatfing qr riprap if needed to
preivaft funne amnion Problems.
Weeds are present Remove the weeds, preferably by
hated. lfpest cities areused, wipe
them on'the plants rather than

Tice main treatment area
A visible layer of sediment ywayinz
Search for the scarce of the
lies accumulated. sediment and remedy the problem M,
possible. Remove the sediment and
dispose of it in a location where It
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
RevegeI w disturbed areas
immediatel .
Wafter is s tanding more tlnan Replace the top few inches of filter
5 days after a storm event media and see if this corrects the
standing water problem. if so,
mv*b to immediately- if tot,
consult an appropriate professional
for a more exterdive repair.
Weeds and noxious plants are Remove the plants by hand or by
growing in the main wiping them with pestidde (do not
trestmer t area
The embankment Shrubs or trees have started Remove shrubs or trees
to w on the embankment immediately.
An annual inspection by an Matte aII needed repairs.
appropriate professional -
dxms that the embankment

The outlet device needs rway.
Clogging has occurred.
Clcan out the outlet devim Dispose
of the-sediment off-site.
The outlet device in damaged or replace the outlet device
. The receivlgg water Erasion or other signs of . Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet 733-1786.
Form SW401dnfittmdm Basin O&M Rev.3 Page 2 of 3
Permit Number.
(to he provided by UWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: a010 V $U 9,
BMP drainage area number:
.Print name: H L. L_ E Y Q N Q ®1-JA
Title: C-1 L.1 Y 1 9S h1?. t
Address: 7;>=6 Hl hw t mb5KI d NG 29aQ7
Note: The lebally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, ?G D -? , a Notary Public for the State of
?O P-?i tCounty of _F.`5? do hereby certify that
day i s -- _ . personally appeared before me this ICn- '
day of 1 ?OJ?M a!6 f= j C), and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,

SEAL
My commission expires 1 V ` ?? ' 24 (4 - --
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

?t',•??;2j t?•- - . d;.? t, `?;'?i,? i-i ;mil = ??

Practice Standards and Specifications
9. Erosion control---Construct the structure so that the disturbed area is
minimized. Divert surface water away from bare areas. Complete the
embankment before the area is cleared. Stabilize the emergency spillway
embankment and all other disturbed areas above the crest of the principal
spillway immediately after construction (References: Surface Stabilization).
10. Install porous baffles as specified in Practice 6,65, Porous Baffles.
11. After all the sediment-producing areas have been permanently stabilized,
remove the structure and all the unstable sediment. Smooth the area to
blend with the adjoining areas and stabilize properly (References: Surface
Stabilization).
Maintenance Inspect skimmer sediment basins at least weekly and after each significant
(one-half inch or greater) rainfall event and repair immediately. Remove
sediment and restore the basin to its original dimensions when sediment
accumulates to one-half the height of the first baffle. Pull the skimmer to
one side so that the sediment underneath it can be excavated. Excavate the
sediment from the entire basin, not just around the skimmer or the first cell.
Make sure vegetation growing in the bottom of the basin does not hold down
the skimmer.
Repair the baffles if they are damaged. Re-anchor the baffles if water is
flowing underneath or around them.
If the skimmer is clogged with trash and there is water in the basin, usually
jerking on the rope will make the skimmer bob up and dowli and dislodge
the debris and restore flow. If this does not work, pull the skimmer over to
the side of the basin and remove the debris. Also check the orifice inside the
skimmer to see if it is clogged; if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and
the obstruction cleared with a plumber's snake or by flushing with water. Be
sure and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs
with fabric that spans the full width of the spillway. Check the embankment,
spillways, and outlet for erosion damage, and inspect the embankment for
piping and settlement. Make all necessary repairs immediately. Remove all
trash and other debris from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special
precautions should be taken in the winter to prevent the skiminer from
plugging with ice.
Rev. 6/06 6.64.9
Ls
Construction 1. Clear, grub, and strip the area under the embankment of all vegetation and
Specifications root mat. Remove all surface soil containing high amounts of organic matter
and stockpile or dispose of it properly. Haul all objectionable material to the
designated disposal area. Place temporary sediment control measures below
basin as needed
2. Ensure that fill material for the embankment is free of roots, woody
vegetation, organic matter, and other objectionable material. Place the fill in
lifts not to exceed 9 inches, and machine compact it, Over fill the embankment
6 inches to allow for settlement.
3. Shape the basin to the specified dimensions. Prevent the skimming device
from settling into the mud by excavating a shallow pit under the skimmer or
providing a low support under the skimmer of stone or timber.
4. Place the barrel (typically 4-inch Schedule 40 PVC pipe) on a firm, smooth
foundation of impervious soil. Do not use pervious material such as sand,
gravel, or crushed stone as backfill around the pipe, Place the fill material
around the pipe spillway in 4-inch layers and compact it under and around
the pipe to at least the same density as the adjacent embankment. Care must
be taken not to raise the pipe from the firm contact with its foundation when
compacting under the pipe haunches.
Place a minimum depth of 2 feet of compacted back-fill over the pipe spillway
before crossing it with construction equipment. In no case should the pipe
conduit be installed by cutting a trench through the dam after the embankment
is complete.
5. Assemble the skimmer following the manufacturers instructions, or as
designed.
6. Lay the assembled skimmer on the bottom of the basin with the flexible
joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe
and position the skimmer over the excavated pit or support. Be sure to attach
a rope to the skimmer and anchor it to the side of the basin. This will be used
to pull the skimmer to the side for maintenance.
7. Earthen spillways-Install the spillway in undisturbed soil to the greatest
extent possible. The achievement of planned elevations, grade, design width,
and entrance and exit channel slopes are critical to the successful operation
of the spillway. The spillway should be lined with laminated plastic or
impermeable geotextile fabric. The fabric must be wide and long enough to
cover dhe bottom and sides and extend onto the top of the dam for anchoring
in a trench. The edges may be secured with 8-inch staples or pins. The fabric
must be long enough to extend down the slope and exit onto stable ground.
The width of the fabric trust be one piece, not joined or spliced; otherwise
water can get under the fabric. If the length of the fabric is insufficient for the
entire length of the spillway, multiple sections, spanning the complete width,
may be used. The upper section(s) should overlap the lower section(s) so
that water cannot flow under the fabric. Secure the upper edge and sides
of the fabric in a trench with staples or pins. (Adapted from "A Manual for
Designing, Installing and Maintaining Skimmer Sediment Basins." February,
1999. J. W. Faircloth & Son.).
8. Inlets-Discharge water into the basin in a manner to prevent erosion. Use
temporary slope drains or diversions with outlet protection to divert sediment-
laden water to the upper end of the pool area to improve basin trap efficiency
(References: Runoff Control Measures and Outlet Protection)
6.64.8 Rev. 6/06
Practice Standards and Specifications
• Dewatering Allow the maximum reasonable detention period before the
basin is completely dewatered (at least 24 hours).
• Inflow rate-Reduce the inflow velocity and divert all sediment-free
runoff.
.,r _, 1--11-1 -1.11.1.y -,,..,.,.„.,
., ? ? F`nt?nnLmon+
Figure 6.64c Example of a sediment basin with a skimmer outlet and emergency spillway. From Pennsylvania
Erosion and Sediment Pollution Control Manual, March, 2000.
Rev. 6/06
6.64.7
Oewmenr Cross-Section
storage zone
View
6
The costs of using a skimmer system are similar, or occasionally less, than
a conventional rock outlet or perforated riser. Flowever, the basin is more
efficient in removing sediment. Another advantage of the skimmer is that it
can be reused on future projects. The main disadvantage of the skimmer is
that it does require frequent maintenance, primarily in removing debris from
the inlet.
A skimmer must dewater the basin from the top of the water surface. The rate
of dewatering must be controlled. A dewateraag time of 24 to 72 hours is
required. Any skimmer design that dewaters from the surface at a con-
trolled rate is acceptable.
Arm Assembly
°I
4 "C" Enclosure
Water Entry
PERSPECTIVE VIEW Unit
PVC End
Cap
PVC Tee
PVC End
Cap
END VIEW
PVC Vent
PVC Elbow Pipe Schedule 40
PVC Pipe
PVC Pipe
"' Holes in
Underside
5chedule 40 I \
PVC Pipe
PVC Tee Orifice
Flexible Plate
Hose
O
Bottom Surface
FRONT VIEW
Figure 6.64a Schematic of a skimmer, from Pennsylvania Erosion and Sediment Pollution Control Manual,
March, 2000.
6.64.2 Rev. 6106
Practice Standards and Speei, f cations
Construction L Grade the basin so that the bottom is level front to back and side to side.
Specification 2- install posts or saw horses across the width of the sediment trap (Practice
6.62, Sediment Fence).
3. Steel posts should be driven to a depth of 24 inches, spaced a maximum
of 4 feet apart, and installed up the sides of the basin as well. The top of the
fabric should be 6 inches higher than the invert of the spillway. Tops of baffles
should he 2 inches lower than the top of the berms.
4. Install at least three rows of baffles between the inlet and outlet discharge
point. Basins less than 20 feet in length may use 2 baffles.
5. When using posts, add a support wire or rope across the top of the measure
to prevent sagging.
6. Wrap porous material, like jute backed by coir material, over a sawhorse or
the top wire. Hammer rebar into the sawhorse legs for anchoring. The fabric
should have five to ten percent openings in the weave. Attach fabric to a rope
and a support stricture with zip ties, wire, or staples.
7. The bottom and sides of the fabric should be anchored in a trench or pinned
with 8-inch erosion control matting staples-
8. Do not splice the fabric, but use a continuous piece across the basin
Maintenance Inspect baffles at least once a week and after each rainfall. Make any required
repairs immediately.
Be sure to maintain access to the baffles. Should the fabric of a baffle collapse,
tear, decompose, or become ineffective, replace it promptly.
Remove sediment deposits when it reaches half full to provide adequate
storage volume for the next rain and to reduce pressure on the baffles. Take
care to avoid damaging the baffles during cleanout. Sediment depth should
never exceed half the designed storage depth.
After the contributing drainage area has been properly stabilized, remove all
baffle materials and unstable sediment deposits, bring the area to grade, and
stabilize it.
References Sediment Traps and Barriers
6.60 Temporary Sediment Trap
661 Sediment Basins
6.62 Sediment Fence
6.63 Rock Dams
6.64 Skimmer Sediment Basin
.McLaughlin, Richard, " SoilFacts: Baffles to Improve Sediment Basins. " N.
C. State University Cooperative Extension Service Fact Sheet AGYV 439-59,
2005.
Sullivan, Brian. City of Nigh Point Erosion Control Specifications.
Tharton, C. S, J. Calantoni, and R. A. McLaughlin. 2004. Hydrodynamic
assessment of various tvpes of baffles in a sediment detention pond.
Transactions of the ASAE. Vol- 47(3): 741-749.
Rev. 6/06 6.65.5
Practice Standards and Specifications
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Washing-If conditions at the site are such that most of the mud and sediment
are not removed by vehicles traveling over the gravel, the tires should be
washed. Washing should be done on an area stabilized with crushed stone
that drains into a sediment trap or other suitable disposal area. A wash rack
may also be used to make washing more convenient and effective.
Construction L Clear the entrance and exit area of all vegetation, roots; and other
Specifications objectionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the plans,
and smooth it.
3. Provide drainage to carry water to a sediment trap or other suitable
outlet.
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance Maintain the gravel pad in a condition to prevent mud or sediment from
leaving the construction site. This may require periodic topdressing with 2-
inch stone. After each rainfall, inspect any structure used to trap sediment
and clean it out as necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadways.
References Runoff Conveyance Measures
6.30, Grass-lined Channels
Sediment Traps and Barriers
6.60, Temporary Sediment Trap
6.06.2

Practice Standards and Specocations
Purpose To provide a buffer area where vehicles can drop their mud and sediment to
avoid transporting it onto public roads, to control erosion from surface runoff,
and to help control dust,
Conditions Where Wherever traffic will be leaving a construction site and moving directly onto a
Practice Applies public road or other paved off-site area. Construction plans shouldlimittraffic
to properly constructed entrances.
Design Criteria Aggregate Size-Use 2-3 inch washed stone.
Dimensions of gravel pad-
Thickness: 6 inches minimum
Width: 12-feet minimum or full width at all points of the vehicular
entrance and exit area, whichever is greater
Length: 50-feet minimum
Location---Locate construction entrances and exits to limit sediment from
leaving the site and to provide for maximum utility by all construction vehicles
(Figure 6.06a). Avoid steep grades, and entrances at curves in public roads.

2-3 "
coarse aggregate
Figure 6.06a Gravel entrancelexit keeps sediment from leaving the construction site (modified from Va SWCC).
6.06.1
Definition A graveled area or pad located at points where vehicles enter and leave a
construction site.
i
13 QoS+
The Slicing Method
Ponding height
max . 24°
Attach fabric to
upstream side of post
FLOW -
Drive over each side of silt
fence 2 to 4 times with
device exerting 60 p.s.'r. or
greater
POST SPACING;
6' max . on open runs
4' max. on pooling areas
-------------- --- =----- -----• Top of Fabric -
Belt
top 8
i
Diagonal attachment
dottles strength.
ATTACHMENT DETAILS:
• Gather fabric at posts. If needed.
• Utilize three ties per post, oil within top 8" of fabric.
• Position each tie diagonally, puncturing holes vertically
a minimum of V apart.
• Hang each he ona post nipple and tighten securely.
Use cable ties (50lbs) or soft wire.
POST DEPTH:
2 feet
compacted soil compacted soil
No more than 24" ofa 36" fabric
is allowed above ground.
Roll of silt fence
Post
Installed
after
compaction
Silt f=ence
1
12"
1

Completed Installation
Vibratory plow is not acceptable because of horizontal Compaction
Figure 6.62b Schematics for using the slicing method to install a sediment fence. Adapted from Silt Fence that Works
6.62.6
Rev. 6/06
Horizontal chisel point Slicing blade
( 3" width ) ( 0.7" width)
Practice Standards and Specocations
-al
id
Wire
fence
Cross-Section
View
r
Filter
Steel fabric Backf11 trench
post
? and compact Natural
,?---' thoroughly ground

::'
' ' :
• 4
.
4
: • upstage
'
• • min*
. •+
\
..r-?"r
•••• .. •. $,.
• • , .. •+, .
24"
n
m1

Figure 6.62a Installation detail of a sediment fence.
Rev. 6106 6.62.5
T
F6]
Maintenance L Inspect Rolled Erosion Control Products at least weekly and after each
significant (1/2 inch or greater) rain fall event repair immediately.
2. Good contact with the ground must be maintained, and erosion must not
occur beneath the RECP.
3. Any areas of the RECP that are damaged or not in close contact with the
ground shall be repaired and stapled.
4. If erosion occurs due to poorly controlled drainage, the problem shall be
fixed and the eroded area protected.
5. Monitor and repair the RECP as necessary -until ground cover is
established.
References Sprague, C. Joel. TRY Environmental, Inc. "Green Engineering, Design
principles and applications using rolled erosion control products"
Storm Water Management Manual for Western Washington, Washington State
Department of Ecology, Water Quality Program
http://w?vw.ccv.wa. gov/programs/wq/stoiTnwater/index.htnil
Erosion Control Technology Council, http://w,,vw.ecte-org
6.17.12
Rev. 6/07
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