20211552 Ver 1_59Y-0127 PCN Submittal_20211025

FROEHLING & ROBERTSON, INC.
Engineering Stability Since 1881
310 Hubert Street
Raleigh, North Carolina 27603-2302
T 919.828.34411 F 919.582-0304
October 25, 2021
Mrs. Emily Greer
United States Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Ave, Wilmington, NC 28403
Re: Shadowlawn Aerial Crossing
Pre -Construction Notification for NWP 58, 401 WQC Cover Letter
Fayetteville, North Carolina
F&R Project No. 59Y-0127
SAW-02020-01118
Dear Mrs. Greer:
Froehling & Robertson, Inc. (F&R) is submitting this Pre -Construction Notification (PCN) to the
US Army Corps of Engineers (USACE) for written concurrence for allowable impacts to "Waters
of the United States." F&R is also sending a copy to the North Carolina Division of Water
Resources (NCDWR). F&R has been contracted by McKim and Creed, Inc. to perform wetland
consulting services for the above -referenced project site located in the Town of Fayetteville in
Cumberland County, North Carolina and within the Cape Fear River Basin.
The site currently consists of a public park and associated suburban land uses. The project
includes the replacement of an aerial sewer line through residential parcels and the Fayetteville
Tennis Center, a city park with tennis courts and baseball field and Frisbee golf. The only
proposed wetland impact is to install a pile for the elevated sewer line, which results in minimal
impacts (apprx 16 square feet). The impacts to Waters of the United States for this project, as
proposed, will be:
• A total of 0.0 acres of permanent and 0.0 acre of temporary wetland impacts
• A total of 0.0 acres of permanent and 0.0 acre of temporary stream impacts
• The project is located within the Cape Fear River Basin (not Jordan Lake) and the onsite
stream is therefore not subject to riparian buffer requirements.
Corporate HQ: 3015 Dumbarton Road Richmond, Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA
A Minority -Owned Business

F&R is submitting this Pre -Construction Notification (PCN) for Nationwide Permit 58 with
associated USGS Map, stream and buffer impact drawings, verified PJD, project plan drawings
to the USACE and NCDWR for written verification of the identified impacts. Should your office
have questions pertaining to the information presented within the following PCN or its
attachments, please contact the undersigned.
Respectfully Submitted,
FROEHLING & ROBERTSON, INC.
Alex D. Aycrigg, MS, PWS
Wetland Scientist
McKim and Creed, Inc. 2 Shadowlawn Aerial Sewer
F&R Project Number. 59Y-0127 October 25, 2021

FROEHLING & ROBERTSON, INC.
Engineering Stability Since 1881
310 Hubert Street
Raleigh, North Carolina 27603-2302
T 919.828.34411 F 919.582-0304
Shadowlawn Aerial Crossing
Buffer and Stream Impacts: Purpose and Need / Avoidance and Minimization Statement
Fayetteville, North Carolina
F&R Project No. 59Y-0127
SAW-2020-01118
PURPOSE AND NEED
The Shadowlawn Aerial Crossing Sewer Replacement project consists of the construction of
approximately 525 LF of 16-inch aerial and underground gravity sewer and approximately 220
LF of 8-inch aerial and underground gravity sewer. Portions of the 16-inch aerial sewer are steel
encased. This project also consists of the demolition of existing sewer and aerial supports,
installation of new manholes, addition of stabilization materials, grading, seeding, sod, and all
other items necessary to provide a complete project.
Because the proposed work is for a sewer line utility, the project can be verified under NWP 58.
This Purpose and Need statement provides general project information and a description of the
design aspects utilized to reduce and eliminate wetland and stream impacts to the maximum
extent practicable.
The project site is located along an existing and proposed utility easement running through
residential parcels and the Fayetteville Tennis Center, in Cumberland County, North Carolina.
The review area consists primarily of existing easements, utility ROW, driveways, some wooded
areas and a stream.
A Jurisdictional Determination (JD) for the Shadowlawn Aerial Sewer was issued by the ACOE
January 26t", 2021 under Action ID SAW-2020-01118. The wetland and stream delineation efforts
resulted in the identification of three wetlands and one stream within the review area. These
features are mapped on the project drawings and the PJD. An ORM Upload Sheet is available to
send to the reviewer once this application is received.
AVOIDANCE AND MINIMIZATION
The design of the water transmission main includes running the sewer line aerially to avoid
impacts to wetlands and streams. No impacts are proposed with the exception of a pile for the
elevated sewer line and is no more than 16 square feet. Project construction will result in no
permanent or temporary wetland impacts that reduce the functional value of the aquatic
Corporate HQ: 3015 Dumbarton Road Richmond, Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA
A Minority -Owned Business

resources. The project is located within the Cape Fear River Basin and the onsite stream is
therefore not subject to riparian buffer requirements.
In summary, the proposed utility enhancement project is respectfully submitted for your review
under NWP 12. Please forward any questions you may have to the undersigned. I look forward
to receiving your verification of Shadowlawn Aerial Crossing Sewer Replacement project.
Sincerely,
Alex D. Aycrigg, MS, PWS
Wetland Scientist
FROEHLING & ROBERTSON, INC.
McKim and Creed, Inc. 2 Shadowlawn Aerial Sewer
F&R Project Number. 59Y-0127 October 25, 2021

FROEHLING ROBERTSON
Assess. manc7ge. Consult_
310 Hubert Street
Raleigh, North Carolina 27603-2302
T 919.828.3441
May 26, 2020
Ms. Nisha Thuruthy, PE, PMP
McKim and Creed
1730 Varsity Drive
Venture IV Building, Suite 500
Raleigh, North Carolina 27606
nth uruthv<@ mcki mcreed.com
Re: Wetland and Stream Delineation
Shadowlawn Aerial Crossing Replacement
Shadowlawn Drive
Fayetteville, North Carolina 28303
F&R Project No. 59Y-0127
Property Description:
Size (acres): 10.6 acres Nearest Town: Fayetteville, NC
Nearest Waterway: Little Cross Creek River Basin: Cape Fear
USGS HUC: 030300040704 Coordinates: Lat 35.072578 / Lone-78.908622
Location: Located Oust east of the intersection of Shadowlawn Drive and North Pearl
Street, and Oust north of the terminus of Mazarick Park Drive in Fayetteville,
Cumberland County, NC. Includes portions of Mazarick Memorial Park.
Ms. Thuruthy,
Froehling & Robertson, Inc., (F&R) presents herein the results of the stream and wetland delineation
conducted at the Shadowlawn Aerial Crossing Site. The project site is located just east of the intersection of
Shadowlawn Drive and North Pearl Street in Fayetteville, North Carolina and includes a portion of Mazarick
Memorial Park. The project site totals approximately 10.6 acres and consists of existing sewer and water line
easements, residential properties, a portion of a recreational park, and wooded land (see Attachments for Site
Location Map).
EXECUTIVE SUMMARY
The following is a summary of our findings and is not intended to replace more detailed information contained
elsewhere in this report. Based on F&R's field observations and information review, three likely jurisdictional
wetlands (W1, W2, and W3), and one likely jurisdictional stream (S1) were identified and delineated within the
review area during our assessment. Feature S1 and a portion of W3 are mapped on the associated USGS
topographic map. Feature S1 is also mapped on the published NRCS Soil Survey. A graphic depiction of the
identified feature locations is included in the attachments.
Corporate HQ: 3015 Dumbarton Road Richmond, Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA
A Minority -Owned Business

SCOPE OF SERVICES
This report describes the activities and findings associated with the completion of a stream and wetland
assessment for the above -referenced review area. F&R reviewed applicable information sources to identify
areas on the project site that could be considered "Waters of the US" (i.e., wetland, stream, and open water
features) and subject to jurisdiction by Environmental Protection Agency (EPA), United States Army Corps of
Engineers (USACE) and/or North Carolina Division of Water Resources (NCDWR). On -site identification of
wetlands was performed in general accordance with the 1987 Corps of Engineers Wetlands Delineation
Manual and subsequent USACE clarification memorandums. On -site identification of streams was performed
in general accordance with the NCDWR Identification Methods of the Origins of Intermittent and Perennial
Streams.
SITE CONDITIONS
Information Review
F&R reviewed all or some of the following resources prior to visiting the project site: United States Geological
Survey (USGS) current 1:24,000-scale topographic map, Natural Resource Conservation Service (NRCS) Soil
Survey, National Wetland Inventory (NWI), and aerial photographs. Based on F&R's information review, one
stream feature (S1) was depicted on the NRCS Soil Survey Map within the assessment area. Feature S1 and the
northeast portion of W3 were depicted on the USGS Topographical Map and the NWI Map. Two wetlands (W1
and W2) were not depicted in reviewed resources, including NWI Maps, NRCS Soil Survey Maps, and USGS
Topographical Maps, but were observed in the field and are likely to be considered jurisdictional.
Additionally, the NRCS Soil Survey maps indicate three soil series within the project review area: Gilead loamy
sand (GdD), Johnston loam (JT), and Vaucluse loamy sand (VaD). Two soils (GdD and VaD) mapped within the
project area are not considered to be hydric. One soil (JT) is considered to be hydric. Hydric soils are defined as
"soil that formed under conditions of saturation, flooding, or ponding long enough during the growing season
to develop anaerobic conditions in the upper part." The presence of hydric soils is one of three wetland
delineation criteria.
On -Site Observations
The review area currently consists of sewer and water line easements, residential properties, a portion of a
recreational park, and wooded land. Three likely jurisdictional wetlands (W1, W2, and W3), and a likely
jurisdictional stream (S1) were identified and delineated within the review area during our assessment.
Based on F&R's on -site observations, the above -listed features are each likely to be considered jurisdictional
"Waters of the US" by the USACE and/or NCDWR; however, on -site determinations by the USACE and NCDWR
will be required in order to confirm or deny jurisdiction by these two regulatory agencies. The approximate
locations of the mapped surface features are shown on the Wetlands Identification Map in the Attachments
and are described as follows:
• Wetland 1 — located on the west -central portion of the review area, this wetland feature is located
within the floodplain of S1 and is fed by surficial runoff and bankfull events. Generally this feature flows
into stream channel S1 to the northwest. W1 can be classified as Palustrine Forested.
McKim and Creed Shadowlawn Site — Wetland Delineation
F&R Project No. 59V-0127 2 May 26, 2020

-m
• Wetland 2 — located on the northwest -central portion of the review area, this wetland feature is
located within the floodplain of S1 and is fed by surficial runoff and bankfull events. Generally this
feature flows into channel S1 to the northwest. W2 can be classified as Palustrine Forested.
• Wetland 3 — located on the northern portion of the review area, this wetland feature is fed by S1 to the
southwest and is the receiving water for discharge from the assessment area. This wetland area
extends off of the project site to the east and is part of a larger wetland system along Little Cross Creek.
W3 can be classified as Palustrine Forested
• Stream 1 — a perennial stream feature that transects the western and northern portions of the review
area and is the dominant hydrologic feature within the assessment area. S1 extends approximately 810
linear feet (LF) within the assessment area, flowing from offsite in the southwest of the assessment
area, northward along the western portion of the site until it exits the assessment area to the
northeast. A small portion of the stream flows through a culvert under an access road between
features W2 and W3. This road is shown on the Wetlands Identification Map as a break in the stream
feature. The feature is mapped on the NRCS Soil Map as well as the USGS Topographical Map. Since the
feature is located in the Lower Cape Fear River Basin, it is not currently subject to NC DWR riparian
buffer requirements.
CONCLUSION
Based on F&R's assessment, three likely jurisdictional wetlands (W1, W2, and W3), and one likely jurisdictional
stream (S1) were identified and delineated within the assessment area during our review. It is F&R's opinion
that the portions of the features contained within the assessment area are likely to be considered
jurisdictional by the USACE and/or NCDWR based on F&R's on -site observations. Based on this information,
the features would be subject to USACE or NCDWR regulations in accordance with the Clean Water Act (CWA);
however, on -site determinations by the USACE and NCDWR will be required in order to confirm or deny
jurisdiction by these two regulatory agencies. Please see Figure 6 in the attachments for a graphic depiction of
the wetland and stream features identified within the review area.
Please note that the attached Wetlands Identification Map prepared by F&R is meant for use as a reference
document only. This map is not designed to satisfy any requirement for a survey plat by a licensed surveyor
nor is it intended to be used for construction purposes or relied upon for the jurisdictional limits of the
mapped surface features.
GENERAL GUIDANCE
F&R recommends that plans for development of the subject property consider the USACE and NCDWR
procedures for assessing impacts to jurisdictional wetlands and/or streams (i.e., avoid, minimize, and mitigate)
to optimize permitting strategies.
If proposed development on the project site does not result in impacts to wetland areas, the areas
immediately adjacent to wetland boundaries, or the identified Waters of the US, a USACE permit will not be
necessary. Typical activities requiring USACE permitting include, but are not limited to, depositing of fill or
dredged material in wetlands; site development fill; construction of revetments, groins, breakwaters, levees,
dams, dikes, and weirs; and placement of riprap and road fill.
McKim and Creed Shadowlawn Site — Wetland Delineation
F&R Project No. 59V-0127 3 May 26, 2020

X
If impacts to these areas are anticipated, F&R recommends that site plans be developed that optimize
permitting strategies to comply with the USACE, NCDWR, and local municipality procedures for assessing
impacts to jurisdictional wetlands and/or "Waters of the US" (i.e., avoid, minimize, and mitigate).
If future impacts to jurisdictional wetlands and/or streams are anticipated, the appropriate permit
applications for regulatory review must be completed prior to any initiation of activities that may require
permitting.
F&R can provide alternative design measures and make the written request based upon extensive experience
and professional relationships with the USACE and NCDWR throughout North Carolina in the event that
impacts are unavoidable and written authorization needs to be requested.
LIMITATIONS
This report has been prepared for the exclusive use of McKim and Creed, Inc. (Client) and others so designated
by the Client for this specific project. These services have been provided in accordance with generally
accepted environmental practices. No other warranty, expressed or implied, is made. Our observations were
based upon conditions readily visible at the site at the time of our visit. If additional information becomes
available which may affect our conclusions and recommendations, we request the opportunity to review the
information, and reserve the right to modify our report, as warranted.
CLOSURE
We appreciate the opportunity to serve as your Environmental Consultant. Please do not hesitate to contact
us if you have any questions, comments or additional needs.
Sincerely,
FROEHLING & ROBERTSON, INC.
Alex D. Aycrigg, MS, PWS
Wetland Scientist
Attachments: Figure 1: Site Location Map
Figure 2: Site Aerial Map
Figure 3: USGS Topographical Map
Figure 4: NRCS Soil Survey Map
Figure 5: National Wetland Inventory Map
Figure 6: Wetlands Identification Map
Site Photographs
USACE Data Forms
NCDWR Stream Determination Forms
Elias N. Ruhl
Practice Leader, Natural Resources
McKim and Creed Shadowlawn Site — Wetland Delineation
F&R Project No. 59V-0127 4 May 26, 2020

GENERAL TERMS, CONDITIONS, AND LIMITATIONS
Froehling & Robertson, Inc. by virtue of providing the services described in this proposal does not assume the
responsibility of the person(s) in charge of the site, or otherwise undertake responsibility for reporting to any
local, State, or Federal public agencies any conditions at the site that may present a potential danger to public
health, safety, or the environment. The CLIENT agrees to notify the appropriate local, State, or Federal public
agencies as required by law, or otherwise to disclose, in a timely manner, any information that may be
necessary to prevent any danger to public health, safety, or the environment.
The scope of work will be limited to what is provided for in this proposal. By engaging F&R, Client warrants
that they have full legal authority to provide access to the property to F&R in order to perform our proposed
scope of work. This evaluation will not constitute an exhaustive evaluation of the site or extant reports. Our
services will be based upon available data and upon current industry standards. Under this scope of services,
F&R assumes no responsibility regarding response actions conducted by the Client and/or outside contractors
initiated as a result of this study(s). Response actions are the sole responsibility of the Client and should be
conducted in accordance with local, state, and/or federal requirements, and should be performed by
appropriate trained and licensed -personnel, as warranted. F&R also assumes no responsibility regarding
implementation of any recommendations made as a result of this report.
The findings, recommendations, or discussions provided as part of our services should not be construed in any
way as a recommendation to purchase, sell, or develop the project site. F&R retains the right to revise our
opinions or conclusions if new information is later discovered or made available.
When hazardous materials are known, assumed or suspected to exist at a site, F&R is required to take
appropriate precautions to protect the health and safety of personnel, to comply with applicable laws and
regulations, and to follow procedures that an engineer deemed prudent to minimize physical risks to
employees and the public. The CLIENT hereby warrants that, if he knows or has any reason to assume or
suspect that hazardous materials may exist at the project site, the CLIENT has so informed F&R.

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SITE LOCATION MAP
Froehling & Robertson, Inc.
Client:
McKim and Creed
Project:
Shadowlawn Aerial Crossing
Location:
Fayetteville, Cumberland County, North Carolina
p306 Hubert Street
Project Number:
59Y-0127
FIGURE 1
'jam- Raleigh, North Carolina 27603
Data Source:
T 919.828.3441
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USGS TOPOGRAPHIC MAP
Client: McKim & Creed
Froehling & Robertson, Inc. Project: Shadowlawn Aerial Crossing
p306 Hubert Street Location: Fayetteville, Cumberland County, North Carolina
Raleigh, North Carolina 27603 Project Number: 59Y-0127 FIGURE
T 919.828.3441 Data Source: USGS To o "Fayetteville, NC' dated 1997 3
Date: Ma 2020 Scale: Not Shown No.

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Client: McKim & Creed
Froehling & Robertson, Inc. Project: ShadowlawnAerial Crossing
p306 Hubert Street Location: Fayetteville, Cumberland County, North Carolina
'jam- Raleigh, North Carolina 27603 Project Number: 59Y-0127 FIGURE
T 919.828.3441 Data Source: NRCS Soil Surveyfor Cumberland Count NC 1981 4
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NATIONAL WETLANDS INVENTORY MAP
Client: McKim & Creed
Froehling & Robertson, Inc. Project: Shadowlawn Aerial Crossing
p306 Hubert Street Location: Fayetteville, Cumberland County, North Carolina
'jam- Raleigh, North Carolina 27603 Project Number: 59Y-0127 FIGURE 5
T 919.828.3441 Data Source: USFWS National Wetland Inventor
Date: I Mav 2020 1 Scale: Not Shown No.

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1. View of Stream 1 as it enters the assessment area looking down -stream to the northeast. Note the well -developed bed and banks.
This feature flows northeast through the review area and drains directly to Little Cross Creek off -site to the east.
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2. View of S1 looking up -stream to the west. Note the large cobble in the streambed.
Shadowlawn Aerial Crossing 1 Wetland Delineation

3. View of existing aerial sewer pipe crossing S1 to be replaced.
4. View of S1 adjacent to Wetland 1.
Shadowlawn Aerial Crossing 2 Wetland Delineation

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S. View of wetland feature W1 facing north.
6. View of wetland feature W2 facing west
Shadowlawn Aerial Crossing 3 Wetland Delineation

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WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Shadowlawn Aerial Crossing City/County: Cumberland Co Sampling Date: 3/17/20
Applicant/Owner: Fayetteville Public Works Commission State: NC Sampling Point: DP1 Wet
Investigator(s): A. Aycrigg Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%): 2
Subregion (LRR or MLRA): Lat: 35.074054 Long: -78.908220 Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No Is the Sampled Area
Hydric Soil Present? Yes ✓ No ✓
within a Wetland? Yes No
Wetland Hydrology Present? Yes ✓ No
Remarks:
This data sheet applies to features W1, W2, W3
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (136)
Surface Water (Al)
Aquatic Fauna (1313)
` Sparsely Vegetated Concave Surface (138)
— High Water Table (A2)
Marl Deposits (B15) (LRR U)
_ Drainage Patterns (B10)
✓ Saturation (A3)
Hydrogen Sulfide Odor (Cl)
` Moss Trim Lines (1316)
✓ Water Marks (131) _
Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
Sediment Deposits (132) _
Presence of Reduced Iron (C4)
_ Crayfish Burrows (C8)
Drift Deposits (133) _
Recent Iron Reduction in Tilled Soils (C6)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134) _
Thin Muck Surface (C7)
_ Geomorphic Position (D2)
Iron Deposits (135) `
Other (Explain in Remarks)
` Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (137)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (139)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes ✓ No
Depth (inches):
Water Table Present? Yes ✓ No
Depth (inches):
Saturation Present? Yes ✓ No
Depth (inches):
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: DP1 Wet
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 20
)
% Cover
Species? Status
Number of Dominant Species
1 Magnolia virginiana
25
Yes FAC
That Are OBL, FACW, or FAC: 8 (A)
2 Liquidambar styraciflua
20
Yes FAC
Total Number of Dominant
3. Acer rubrum
20
Yes FAC
Species Across All Strata: 8 (B)
4.
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100 (A/B)
6.
Prevalence Index worksheet:
65 = Total Cover
50% of total cover: 32.5
20% of
total cover: 13
Total % Cover of: Multiply by:
Sapling Stratum (Plot size: 20
)
OBL species x 1 =
1 Quercus nigra
10
Yes FAC
FACW species x 2 =
2 Magnolia virginiana
10
Yes FAC
FAC species x 3 =
3
FACU species x 4 =
4
UPL species x 5 =
5
Column Totals: 0 (A) 0 (B)
6.
Prevalence Index = B/A =
20
= Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 10
20% of
total cover: 6
1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 20
)
�✓ 2 - Dominance Test is >50%
1.
❑ 3 - Prevalence Index is <-3.0'
2.
❑ Problematic Hydrophytic Vegetation' (Explain)
3.
4.
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
0
= Total Cover
Tree -Woody plants, excluding woody vines,
50% of total cover: 7.5
20% of
total cover: 3
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 10
)
(7.6 cm) or larger in diameter at breast height (DBH).
1 Panicum spp.
30
Yes FAC
Sapling -Woody plants, excluding woody vines,
2 Rubus spp.
10
approximately 20 ft (6 m) or more in height and less
3 Arundinaria gigantea
10
Yes FACW
than 3 in. (7.6 cm) DBH.
4.
Shrub - Woody plants, excluding woody vines,
5
approximately 3 to 20 ft (1 to 6 m) in height.
6.
Herb - All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
8.
3 ft (1 m) in height.
9.
Woody vine - All woody vines, regardless of height.
10.
11.
50 = Total Cover
50% of total cover: 40
20% of
total cover: 10
Woody Vine Stratum (Plot size:
10 )
1 Smilax rotundifolia
5
Yes FAC
2.
3.
4.
5.
Hydrophytic
5
= Total Cover
Vegetation
50% of total cover: 2.5
20% of
total cover: 1
Present? Yes No
Remarks: (If observed. list morpholoaical adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL Sampling Point: DP1 Wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type Loc Texture Remarks
0-2 10 Y/R 3/3 FS
2-6 10 Y/R 5/2 97 10 Y/R 6/8 3 C M SL matrix and pore linings
6-12 10 Y/R 5/6 97 10 Y/R 6/8 3 C M SCL
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
Histosol (Al)
_ Polyvalue Below Surface (S8) (LRR S, T, U)
_ 1 cm Muck (A9) (LRR O)
Histic Epipedon (A2)
_ Thin Dark Surface (S9) (LRR S, T, U)
_ 2 cm Muck (A10) (LRR S)
Black Histic (A3)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19) (LRR P, S, T)
Stratified Layers (A5)
✓ Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F20)
Organic Bodies (A6) (LRR P, T, U)
_ Redox Dark Surface (F6)
(MLRA 15313)
5 cm Mucky Mineral (A7) (LRR P, T, U)
Depleted Dark Surface (F7)
Red Parent Material (TF2)
_ Muck Presence (A8) (LRR U)
Redox Depressions (F8)
Very Shallow Dark Surface (TF12)
1 cm Muck (A9) (LRR P, T)
_ Marl (F10) (LRR U)
_ Other (Explain in Remarks)
Depleted Below Dark Surface (Al 1)
_ Depleted Ochric (F11) (MLRA 161)
Thick Dark Surface (Al2)
Iron -Manganese Masses (F12) (LRR O, P, T)
3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
_ Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
_ Delta Ochric (F17) (MLRA 161)
unless disturbed or problematic.
Sandy Gleyed Matrix (S4)
_ Reduced Vertic (F18) (MLRA 150A, 15013)
Sandy Redox (S5)
— Piedmont Floodplain Soils (F19) (MLRA 149A)
_ Stripped Matrix (S6)
_ Anomalous Bright Loamy Soils (F20) (MLRA
149A, 153C9 153D)
_ Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Z
Depth (inches):
Hydric Soil Present? Yes
No
Remarks
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

WETLAND DETERMINATION DATA FORM — Atlantic and Gulf Coastal Plain Region
Project/Site: Shadowlawn Aerial Crossing City/County: Cumberland Co Sampling Date: 3/17/20
Applicant/Owner: Fayetteville PWC State: NC Sampling Point: DP1 Up
Investigator(s): A. Aycrigg Section, Township, Range:
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope (%):
Subregion (LRR or MLRA): Lat: 35.072603 Long: -78.909372 Datum:
Soil Map Unit Name: NWI classification:
Are climatic / hydrologic conditions on the site typical for this time of year? Yes ✓ No (If no, explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes ✓ No Is the Sampled Area
Hydric Soil Present? Yes No ✓ ✓
Within a Wetland? Yes No
Wetland Hydrology Present? Yes No ✓
Remarks:
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_ Surface Soil Cracks (136)
Surface Water (Al)
Aquatic Fauna (1313)
` Sparsely Vegetated Concave Surface (138)
— High Water Table (A2)
Marl Deposits (B15) (LRR U)
_ Drainage Patterns (B10)
Saturation (A3)
Hydrogen Sulfide Odor (Cl)
` Moss Trim Lines (1316)
Water Marks (131) _
Oxidized Rhizospheres along Living Roots (C3)
_ Dry -Season Water Table (C2)
Sediment Deposits (132) _
Presence of Reduced Iron (C4)
_ Crayfish Burrows (C8)
Drift Deposits (133) _
Recent Iron Reduction in Tilled Soils (C6)
_ Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (134) _
Thin Muck Surface (C7)
_ Geomorphic Position (D2)
Iron Deposits (135) `
Other (Explain in Remarks)
` Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (137)
_ FAC-Neutral Test (D5)
Water -Stained Leaves (139)
_ Sphagnum moss (D8) (LRR T, U)
Field Observations:
Surface Water Present? Yes No
✓ Depth (inches):
Water Table Present? Yes No
✓ Depth (inches):
Saturation Present? Yes No
✓ Depth (inches):
Wetland Hydrology Present? Yes No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: DP1 Up
Absolute
Dominant Indicator
Dominance Test worksheet:
Tree Stratum (Plot size: 20
)
% Cover
Species?
Status
Number of Dominant Species
1
Pinus palustris
20
Yes
FAC
That Are OBL, FACW, or FAC: 4 (A)
2
Liquidambar styraciflua
15
Yes
FAC
Total Number of Dominant
3.
Acer rubrum
15
Yes
FAC
Species Across All Strata: 4 (B)
4
Liriodendron tulipifera
10
Yes
FAC
Percent of Dominant Species
5.
That Are OBL, FACW, or FAC: 100 (A/B)
6.
Prevalence Index worksheet:
60 = Total Cover
50% of total cover: 30
20% of
total cover:
6
Total % Cover of: Multiply by:
Sapling
Stratum (Plot size: 20
)
OBL species x 1 =
1
Pinus taeda
10
Yes
FAC
FACW species x 2 =
2
Liriodendron tulipifera
5
Yes
FAC
FAC species x 3 =
3
FACU species x 4 =
4
UPL species x 5 =
5
Column Totals: 0 (A) 0 (B)
6.
Prevalence Index = B/A =
15
= Total Cover
Hydrophytic Vegetation Indicators:
50% of total cover: 8
20% of
total cover:
3
1 -Rapid Test for Hydrophytic Vegetation
Shrub Stratum (Plot size: 20
)
�✓ 2 - Dominance Test is >50%
1
Aralia spinosa
5
Yes
FAC
3 - Prevalence Index is <-3.0'
2.
❑ Problematic Hydrophytic Vegetation' (Explain)
3.
4.
'Indicators of hydric soil and wetland hydrology must
5.
be present, unless disturbed or problematic.
6.
Definitions of Five Vegetation Strata:
5
= Total Cover
Tree -Woody plants, excluding woody vines,
50% of total cover: 7.5
20% of
total cover:
3
approximately 20 ft (6 m) or more in height and 3 in.
Herb Stratum (Plot size: 10
)
(7.6 cm) or larger in diameter at breast height (DBH).
1
Panicum spp.
30
Yes
FAC
Sapling -Woody plants, excluding woody vines,
2
Rubus spp.
15
No
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
3.
4.
Shrub - Woody plants, excluding woody vines,
5
approximately 3 to 20 ft (1 to 6 m) in height.
6.
Herb - All herbaceous (non -woody) plants, including
7
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately
8.
3 ft (1 m) in height.
9.
Woody vine - All woody vines, regardless of height.
10.
11.
45 = Total Cover
50% of total cover: 40
20% of
total cover:
16
Woody Vine Stratum (Plot size:
10 )
1
Smilax rotundifolia
5
Yes
FAC
2.
3.
4.
5.
Hydrophytic
5
= Total Cover
Vegetation
50% of total cover: 2.5
20% of
total cover:
1
Present? Yes No
Remarks: (If observed. list morpholoaical adaptations below)
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region -Version 2.0

SOIL Sampling Point: DP1 Up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix
Redox Features
(inches) Color (moist) %
Color (moist) % Type Loc
Texture Remarks
0-3 10 Y/R 3/3
SL
3-6 10 Y/R 5/4
SL
6-12 10 Y/R 5/6
SCL
'Type: C=Concentration, D=De letion, RM=Reduced Matrix, MS=Masked Sand Grains.
2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.)
Indicators for Problematic Hydric Soils3:
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (LRR S, T, U) _ 1 cm Muck (A9) (LRR O)
_ Histic Epipedon (A2)
_ Thin Dark Surface (S9) (LRR S, T, U)
_ 2 cm Muck (A10) (LRR S)
Black Histic (A3)
Loamy Mucky Mineral (F1) (LRR O)
Reduced Vertic (F18) (outside MLRA 150A,B)
Hydrogen Sulfide (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19) (LRR P, S, T)
_ Stratified Layers (A5)
_ Depleted Matrix (F3)
_ Anomalous Bright Loamy Soils (F20)
_ Organic Bodies (A6) (LRR P, T, U)
_ Redox Dark Surface (F6)
(MLRA 15313)
_ 5 cm Mucky Mineral (A7) (LRR P, T, U)
` Depleted Dark Surface (F7)
Red Parent Material (TF2)
_ Muck Presence (A8) (LRR U)
` Redox Depressions (F8)
Very Shallow Dark Surface (TF12)
_ 1 cm Muck (A9) (LRR P, T)
_ Marl (F10) (LRR U)
_ Other (Explain in Remarks)
Depleted Below Dark Surface (Al 1)
_ Depleted Ochric (F11) (MLRA 161)
_ Thick Dark Surface (Al2)
` Iron -Manganese Masses (F12) (LRR O, P, T) 3Indicators of hydrophytic vegetation and
Coast Prairie Redox (A16) (MLRA 150A)
_ Umbric Surface (F13) (LRR P, T, U)
wetland hydrology must be present,
Sandy Mucky Mineral (S1) (LRR O, S)
_ Delta Ochric (F17) (MLRA 161)
unless disturbed or problematic.
_ Sandy Gleyed Matrix (S4)
_ Reduced Vertic (F18) (MLRA 150A, 15013)
Sandy Redox (S5)
— Piedmont Floodplain Soils (F19) (MLRA 149A)
_ Stripped Matrix (S6)
_ Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C9 153D)
_ Dark Surface (S7) (LRR P, S, T, U)
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes _a No
Remarks:
US Army Corps of Engineers Atlantic and Gulf Coastal Plain Region —Version 2.0

NC DWO Stream Identification Form Version 4.11 si
Date: '3l�7)
Project/Site: s ,��,,,.�
Latitude: 35, 0?3 X?3
Evaluator: `P `
County: Cv vi^�oaY1�
Longitude: -?g.10819c)
Total Points:
Stream is at least intermittent
3`i S
Stream Determination (circle one)
Ephemeral Intermittent Pere '
Other
e.g. Quad Name:
if>- 19 or perennial if>_ 30* -
A. Geomorphology (Subtotal = L& s )
Absent
Weak
Moderate
Strong
1a. Continuity of channel bed and bank
0
1
3
2. Sinuosity of channel along thalweg
0
1
®
3
3. In -channel structure: ex. riffle -pool, step -pool,
-ripple-pool sequence
0
1
�
3
4. Particle size of stream substrate
0
1
3
5. Active/relict floodplain
0
1
3
6. Depositional bars or benches
0
1
3
7. Recent alluvial deposits
0
1
0
3
8. Headcuts
0
2
3
9. Grade control
0
1
1.5
10. Natural valley
0
0.5
1.5
11. Second or greater order channel
o =
Yes = 3
arnticiai aitcnes are not rates; see discussions in manual
B. HYdroloav (Subtotal = q 1
12. Presence of Baseflow
0
1
�
3
13. Iron oxidizing bacteria
0
©
2
3
14. Leaf litter
1.5
0
0.5
0
15. Sediment on plants or debris
0
0.5
©
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Yes =
U. t3i0l0QV (Subtotal = `-A
18. Fibrous roots in streambed
2
1
0
19. Rooted upland plants in streambed
0
2
1
0
20. Macrobenthos (note diversity and abundance) '
0
Q
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0
0.5
1.5
24. Amphibians
0
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5
ther = 0
perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
,S
S�
�•

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-01118 County: Cumberland U.S.G.S. Quad: NC- Fayetteville
NOTIFICATION OF JURISDICTIONAL DETERNIINATION
Requestor:
Fayetteville Public Works
Joseph Glass
Address:
955 Old Wilmington Road
Fayetteville, NC 28301
Telephone Number:
910.223.4740
E-mail:
ioe.glass(&faypwc.com
Size (acres) 13 Nearest Town Fayetteville
Nearest Waterway Cross Creek River Basin Cape Fear
USGS HUC 03030004 Coordinates Latitude: 35.073463
Longitude:-78.908242
Location description: The project is located at the northern terminus of Pearl Street, east of Shadowlawn Drive, and south of
Essex Place in Fayetteville, Cumberland County, North Carolina
Indicate Which of the Following Apply:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 2/14/2020. Therefore,
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
❑ The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once

SAW-2020-01118
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in in Wilmington, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Emily Greer at 910.251.4567 or
emily.c.greer(a)usace. army.mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 1/26/2021.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
GREER.EMILY.C.138532 Digitally signed by
G REER.EM I LY.C.1385325300
Corps Regulatory Official: 5300 _ Date: 2021.01.26 11:53:08-05'00'
Date of JD: 1/26/2021 Expiration Date of JD: Not applicable

SAW-2020-01118
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.anny.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent: Froehling and Robertson, Inc.
Alex Avcriaa
E-mail: aawriuOd fandr.com

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Fayetteville Public Works, Joseph Glass File Number: SAW-2020-01118
Date: 1/26/2021
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
❑X
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.miUMissions/CivilWorks/ReaulatoryProgramandPenuits.asi)
OZI& Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also, you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: Emily Greer
CESAD-PDO
Wilmington Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 1 OM15
69 Darlington Avenue
Atlanta, Georgia 30303-8801
Wilmington, North Carolina 28403
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation, and will have the opportum to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Emily Greer, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

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Raleigh, North Carolina .0FUM"07M, '"=
Observations

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 01 /05/2021
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Alex Aycrigg 310 Hubert Street, Raleigh, NC 27603
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Shadowlawn Aerial Crossing/1368 Belvedere Avenue/FayeHevllle Public Works,SAW-2020-01118
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Cumberland City: Fayetteville
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.072515 Long.:-78.908602
Universal Transverse Mercator:
Name of nearest waterbody: Little Cross Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑■ Office (Desk) Determination. Date: 12/31/2020
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
W1
35.073787
-78.908345
0.036
wetland
404
W2
35.073526
-78.908483
0.135
wetland
404
W3
35.073583
-78.907627
0.600
wetland
404
S 1
35.073082
-78.908945
810
non -wetland
404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in
the review area, and the requestor of this PJD is hereby advised of his or her option
to request and obtain an approved JD (AJD) for that review area based on an
informed decision after having discussed the various types of JDs and their
characteristics and circumstances when they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre -
construction notification" (PCN), or requests verification for a non -reporting NWP or
other general permit, and the permit applicant has not requested an AJD for the
activity, the permit applicant is hereby made aware that: (1) the permit applicant has
elected to seek a permit authorization based on a PJD, which does not make an
official determination of jurisdictional aquatic resources; (2) the applicant has the
option to request an AJD before accepting the terms and conditions of the permit
authorization, and that basing a permit authorization on an AJD could possibly result
in less compensatory mitigation being required or different special conditions; (3) the
applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can
accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject
permit authorization without requesting an AJD constitutes the applicant's acceptance
of the use of the PJD; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps permit
authorization based on a PJD constitutes agreement that all aquatic resources in the
review area affected in any way by that activity will be treated as jurisdictional, and
waives any challenge to such jurisdiction in any administrative or judicial compliance
or enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms
and conditions contained therein), or individual permit denial can be administratively
appealed pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it
becomes appropriate to make an official determination whether geographic
jurisdiction exists over aquatic resources in the review area, or to provide an official
delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds
that there "may be" waters of the U.S. and/or that there "may be" navigable waters of
the U.S. on the subject review area, and identifies all aquatic features in the review
area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
■❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:Shadowlawn Aerial Crossing Wetland Identification Map dated February 2020
0 Data sheets prepared/submitted by or on behalf of the PJD requestor.
■❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
■❑ U.S. Geological Survey Hydrologic Atlas: USGS.gov
■❑ USGS NHD data.
0 USGS 8 and 12 digit HUC maps.
■❑ U.S. Geological Survey map(s). Cite scale & quad name:
1:24k, Fayetteville, NC
■❑ Natural Resources Conservation Service Soil Survey. Citation: Cumberland, 1981, NRCS Web Soil Survey
■❑ National wetlands inventory map(s). Cite name: USFWS Online Wetland Mapper
❑ State/local wetland inventory map(s):
■FEMA/FIRM maps: FEMA.gov
❑ 100-year Floodplain Elevation is: .(National Geodetic Vertical Datum of 1929)
■❑ Photographs: ❑■ Aerial (Name & Date): SAW Regulatory GIS Viewer, LiDAR
or ❑■ Other (Name & Date): Site photos dated 3/17/2020
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
GREER.EMILY.C.1385325 Digitally signed by
G R E E R. E M I LY. C. 138532 5300
300 Date 2021.01.05 10 36 56-05'00'
Signature and date of
Regulatory staff member
completing PJD
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

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McKim and Creed
Froehling
,Robertson,
1 0.Hubert
Raleigh, North Carolina .0FUM"07M, '"=
Observations

SINCE
1881
July 6, 2020
FR❑EHLING & ROBERTS❑N, INC.
Engineering Stability Since 1881
United States Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
310 Hubert Street
Raleigh, North Carolina 27603-2302
T 919.828.34411 F 919.828.5751
NC License #F-0266
Re: USACE Agent Authorization Letter
Shadowlawn Aerial Crossing
Shadowlawn Drive
Fayetteville, Cumberland County, North Carolina
The undersigned, registered property owner(s) of the above -note property, do hereby authorize
Froehling & Robertson, Inc. (F&R) to act on behalf of the current property owner(s) as the agent for
all actions necessary for the processing, issuance, and acceptance of permits or certifications
pertaining to Waters of the United States at the above referenced project site, excluding any and all
financial obligations. This agent authorization letter supersedes all previous agent authorizations.
Owner Signature.
C
2nd Signature:
(required)
(optional)
Printed Name:
JOSEPW
Printed Name:
Date:
7-9- Av;ty
Date:
Organization:
Fayetteville Public Works
Organization:
Commission
955 Old Wilmington Road
Mailing Address:
Mailing Address:
Fayetteville, NC 28301
Phone Number:
&0) 22 3 _4740
Phone Number:
Corporate HQ: 3015 Dumbarton Road Richmond, Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA
A Minority -Owned Business

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