20221196 Ver 1_ePCN Application_20220901

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
4/24/2022
BIMS # Assigned* Version#*
20221196 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
What amout is owed?*
$240.00
$570.00
Reviewing Office* Select Project Reviewer*
Fayetteville Regional Office - [phone] Chad Turlington:eads\ccturlington
Information for Initial Review
la. Name of project:
Senter Farm
la. Who is the Primary Contact?*
Morgan Gilbert
1 b. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
9/1/2022
Nearest Body of Water
Kenneth Creek
Basin
Cape Fear
Water Classification
W S-I V
Site Coordinates
Latitude: Longitude:
35.521762 -78.803347
A. Processing Information
County (or Counties) where the project is located:
Harnett
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 29 - Residential Developments
Nationwide Permit (NWP) Number: 18 - Minor Discharges
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
Bethesda Assocation, LLC
2b. Deed book and page no.:
4150/2669, 4150/2673
2c. Contact Person:
Steve George
2d. Address
Street Address
600 Park Offices Drive
Address Line 2
Suite 372
City
Durham
Postal / Zip Code
27709
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
NC
Country
USA
Yes No
Yes No

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
CSC Group, LLC
2b. Deed book and page no.:
4150/2786
2c. Contact Person:
Steve George
2d. Address
Street Address
600 Park Offices Drive
Address Line 2
Suite 372
City
Durham
Postal / Zip Code
27709
2e. Telephone Number:
[phone]
2g. Email Address: *
[e-mail]
2a. Name(s) on recorded deed:
BG Rambeau & James Rambeau
2b. Deed book and page no.:
292/0595
2c. Contact Person:
2d. Address
Street Address
3949 Chalybeate Springs Road
Address Line 2
City
Fuquay-Varina
Postal / Zip Code
27526
2e. Telephone Number:
[phone]
2g. Email Address: *
[e-mail]
2a. Name(s) on recorded deed:
Bobbie Jeffries
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
Street Address
707 Purfoy Road
Address Line 2
City
Fuquay-Varina
Postal / Zip Code
27526
2e. Telephone Number:
[phone]
2g. Email Address: *
[e-mail]
State / Province / Region
NC
Country
USA
2f. Fax Number:
State / Province / Region
NC
Country
USA
2f. Fax Number:
State / Province / Region
NC
Country
USA
2f. Fax Number:

3. Applicant Information (if different from owner)
3a. Name:
Bobby Stuart
3b. Business Name:
DR Horton, Inc.
3c. Address
Street Address
2000 Aerial Center Parkway
Address Line 2
Suite 110
City
Morrisville
Postal / Zip Code
27560
3d. Telephone Number:
[phone]
3f. Email Address: *
rest u a rt @ d rh o rto n. c o m
4. Agent/Consultant (if applicable)
4a. Name:
Morgan Gilbert
4b. Business Name:
Timmons Group
4c. Address
Street Address
5410 Trinity Road
Address Line 2
Suite 102
City
Raleigh
Postal / Zip Code
27607
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Fuquay-Varina
2. Project Identification
2a. Property Identification Number:
0654-54-8082, 0654-64-9335, 0654-74-8734;
0654-83-8315; 0654-86-9430; 0654-74-3591;
0654-86-6486; 0664-06-6135 (partial for
easement); & 0664-36-1603 (partial for
easement)
2c. Project Address
Street Address
Hilliard Road and US Highway 401
Address Line 2
City
Fuquay-Varina
Postal / Zip Code
27526
2b. Property size:
207.9
State / Province / Region
NC
Country
USA

3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Kenneth Creek
3b. Water Resources Classification of nearest receiving water: *
WS-IV
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300040501, 030300040502
4. Project Description and History
4a. 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 Senter Farm site consists of approximately 207.9 acres located south of Hilliard Road and east of US Highway 401 in Fuquay-Varina, Harnett County, North Carolina. The site is
comprised of mature mixed hardwood -pine forest and agricultural fields that have been taken out of production within the past 5 years and now consist of early successional vegetation.
There is one manmade farm -use pond within the southwestern portion of the project area. The site is bound by agricultural fields, residential and commercial development, and forested
areas on all sides. The site is further bound by Kenneth Creek to the east, a solar farm to the south, and US Highway 401 and light industrial development to the west.
The proposed residential development will consist of single-family residential lots, stormwater control measures, roadways, and utility improvements (i.e. public water supply and sanitary
sewer alignment). The project is proposing an offsite sanitary sewer easement to connect to an existing public sanitary sewer line to the east of the project area.
NWP 18 is intended to be used for Impact 12 associated with the offsite sanitary sewer easement where it must cross over Kenneth Creek and through its associated 100-year floodplain.
NWP 29 is proposed to be used for the remainder of the residential development.
A delineation of the approximately 201-acre main project area was completed by S&EC in late 2020/early 2021 and a Preliminary Jurisdictional Determination was issued by Emily Greer
of the USACE dated 6/21/2021 (USAGE AID SAW-2020-01350). A delineation of the offsite sanitary sewer easement was completed by Timmons Group environmental scientists Sydni
Law and Morgan Gilbert on 3/14/2022. Timmons Group personnel revisited the site on 6/16/2022 to confirm jurisdictional stream widths at all proposed stream crossing locations and
perform NCSAM and NCWAM on proposed road crossing locations, discussed further in Section E(2) below.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
10.83
4g. List the total estimated linear feet of all existing streams on the property:
8,455
4h. Explain the purpose of the proposed project: *
The purpose of the project is to construct a single-family residential development with community cohesion and the necessary amenities within northern Harnett County.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The proposed project is a single -phased residential development that is located south of Hilliard Road and east of US Highway 401 in Fuquay-Varina, North Carolina within Harnett County.
The project will include single-family residences and associated amenities, including stormwater control measures and utility and road improvements. An offsite sanitary sewer line is
proposed to extend from the eastern boundary of the main project area, to the east over Kenneth Creek, where it will tie into an existing public sanitary sewer easement and is necessary
to connect the subdivision to all public utilities.
All work will be conducted in accordance with local, state, and federal regulations. Traditional equipment will be used, consisting of front-end loaders, bulldozers, paving equipment,
graders, and earth movers. SCMs are required and will be used.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
SAW-2020-01350
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
S&EC and Timmons Group
Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
6/21/2021 —PJD issued by Emily Greer of the USAGE for the approximately 201-acre main project area
6. Future Project Plans

6a. Is this a phased project?*
Yes • No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No other NWP(s), regional general permit(s), or individual permit(s) are intended to be used. All project impacts are being accounted for in this permit application.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
2. Wetland Impacts
Buffers
2a. Site #* i?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
1
Road fill
P
Headwater Forest
W18 (S&EC)
Yes
Both
0.256
(acres)
1
Dissipation pad
P
Headwater Forest
W18 (S&EC)
Yes
Both
0.004
(acres)
1
Grading
P
Headwater Forest
W18 (S&EC)
Yes
Both
0.003
(acres)
1
Construction buffer
T
Headwater Forest
W18 (S&EC)
Yes
Both
0.032
(acres)
2
Sidewalk construction
P
Bottomland Hardwood Forest
W21 (S&EC)
Yes
Both
0.007
(acres)
2
Grading
P
Bottomland Hardwood Forest
W21 (S&EC)
Yes
Both
0.002
(acres)
2
Road construction
P
Bottomland Hardwood Forest
W21 (S&EC)
Yes
Both
0.008
(acres)
2
Construction buffer
T
Bottomland Hardwood Forest
W21 (S&EC)
Yes
Both
0.023
(acres)
2
Disconnectivity (Indirect
Impact)
P
Bottomland Hardwood Forest
W21 (S&EC)
Yes
Both
0.025
(acres)
4
Construction buffer
T
Headwater Forest
W12 (S&EC)
Yes
Both
0.001
(acres)
5
Road fill
P
Headwater Forest
W12 (S&EC)
Yes
Both
0.010
(acres)
5
Construction buffer
T
Headwater Forest
W12 (S&EC)
Yes
Both
0.009
(acres)
5
Drainage construction
T
Headwater Forest
W12 (S&EC)
Yes
Both
0.000
(acres)
6
Sanitary sewer
T
Headwater Forest
W12 (S&EC)
Yes
Both
0.001
(acres)
10
Sanitary sewer
T
Headwater Forest
E (Timmons)
Yes
Both
0.044
(acres)
11
Sanitary sewer
T
Bottomland Hardwood Forest
G (Timmons)
Yes
Both
0.000
(acres)
12
Sanitary sewer
T
Bottomland Hardwood Forest
1 (Timmons)
Yes
Both
0.597
(acres)
2g. Total Temporary Wetland Impact
0.707
2g. Total Wetland Impact
1 .022
2g. Total Permanent Wetland Impact
0.315

2i. Comments:
Impact 1 (Sheet CWI-2.1) will require 0.256-ac. of permanent wetland impacts associated with road fill and 0.003-ac. of permanent wetland impacts
associated with grading necessary to stabilize the side slopes and maintain safety of the proposed road crossing. An additional 0.004-ac. of permanent
wetland impact is necessary for riprap dissipator pad installation on the downstream side of the crossing. Impact 1 will also require 0.032-ac. of
temporary wetland impact associated with a construction buffer to account for temporary impacts to jurisdictional features during construction activities.
Two public road connections are necessary for general ingress/egress and fire/EMS safety requirements The Site can only be accessed from Hilliard
Road to the north through a narrow parcel and US Highway 401 to the west. Easements for other access locations were sought but could not be
obtained. The jurisdictional features associated with Impact 1 parallel US Highway 401 along the entire western property boundary adjoining the Site.
Wetland impacts at Impact 1 have been minimized by crossing the wetland as close to a 90-degree angle as possible, and by utilizing 3:1 slopes. All
temporary impacts to jurisdictional wetlands will be stabilized and revegetated following completion of the work (Sheet CWI-2.15).
Impact 2 (Sheet CWI-2.2) will require 0.007-ac. of permanent wetland impact for sidewalk construction, 0.008-ac. of permanent wetland impact for road
fill, and 0.012-ac. of temporary wetland impact associated with a construction buffer to account for temporary impacts to jurisdictional features during
construction activities. Additionally, Impact 2 will result in 0.025-ac. of indirect wetland impact for connectivity loss between the roadway and sidewalk;
the remaining wetland area upgradient of Impact 2 will maintain connectivity via an adjoining jurisdictional stream. Impact 2 is necessary for safe
connection of the subdivision to public roads, and to meet the goals of Harnett County's Comprehensive Transportation Plan (CTP; 2016) and
Comprehensive Growth Plan (CGP; 2015) which developers are required to adhere to. The County's CTP identified US Highway 401 as needing
improvement from the Wake/Harnett County lines to the north of the Site down to Cumberland County; the road widening at Impact 2 will accommodate
left- and right -turning traffic into the subdivision to relieve additional traffic congestion along the frontage of the subdivision. The County's CTP and CGP
both identified the need for pedestrian walkways along US Highway 401 to aide in safe pedestrian travel throughout the County and rural areas, as well
as encouraging passive recreation; the pedestrian sidewalk along the frontage of the subdivision helps meet these requirements. All temporary impacts
to jurisdictional wetlands will be stabilized and revegetated following completion of the work (Sheet CWI-2.15).
Impact 4 (Sheet CWI-2.4) will require 0.001-ac. of temporary wetland impact associated with a construction buffer to account for temporary impacts to
jurisdictional features during construction activities. Impact 4 is necessary to accommodate temporary impacts from grading adjacent to the wetland area
for roadway construction. The adjacent roadway is necessary to provide access between the southern and northern portions of the Site and has been
aligned in such a way and utilizes 3:1 slopes to avoid permanent wetland impacts. The road location is based upon feasible, safe -road designs, and
shifting it further south would result in permanent wetland impacts to the south. All temporary impacts to jurisdictional wetlands will be stabilized and
revegetated following completion of the work (Sheet CWI-2.15).
Impact 5 (Sheet CWI-2.5) will require 0.010-ac. of permanent wetland impact from road fill, 0.008-ac. of temporary wetland impact associated with a
construction buffer to account for temporary impacts to jurisdictional features during construction activities, and 0.000-ac. (17-sq.ft) of temporary wetland
impact associated with construction of a stormwater drainage. Impact 5 is necessary to provide the required cul-de-sac and turning area for residents,
local traffic, and emergency services vehicles. Impacts to wetlands at Impact 5 have been minimized by utilizing 3:1 slopes and reducing the number of
lots surrounding the cul-de-sac. All temporary impacts to jurisdictional wetlands will be stabilized and revegetated following completion of the work
(Sheet CWI-2.15).
Impact 6 (Sheet CWI-2.6) will require 0.001-ac. of temporary stream impact to account for temporary impacts to jurisdictional features during sanitary
sewer construction activities. Impact 6 is necessary to provide necessary public wastewater utilities to the subdivision. Impacts to wetlands at Impact 6
have been minimized by utilizing 3:1 slopes. All temporary impacts to jurisdictional wetlands will be stabilized and revegetated following completion of
the work (Sheet CWI-2.15).
Impacts 10 and 11 (Sheets CWI-2.11 and CWI-2.12) will require 0.048-ac. and 0.000-acres (19-sq.ft.), respectively, of permanent conversion from
forested to herbaceous wetland impact associated with sanitary sewer line installation. Impacts 10 and 11 are necessary to connect the proposed
subdivision to existing public sanitary sewer utilities to the east of the Site. The sanitary sewer line has been aligned with granted easements through
adjacent properties to the east, and was limited by existing topography of the locations where easements could be obtained. Given this, the sanitary
sewer line has been aligned in a way that minimizes impacts to jurisdictional features as much as possible, while maintaining the safety of the landscape
surrounding the utility line, and accommodating adjacent property owners. The sanitary sewer line will be installed via open cut, with wetland areas
stabilized and revegetated following completion of the work (Sheet CWI-2.15). Impacted jurisdictional wetlands at Impacts 10 and 11 will be maintained
as herbaceous wetland.
Impact 12 (Sheet CWI-2.13 and -2.14) will require 0.597-ac. of permanent conversion from forested to herbaceous wetland impact associated with
sanitary sewer line installation. Impact 12 is necessary to connect the proposed subdivision to existing public sanitary sewer utilities to the east of the
Site. The sanitary sewer line has been aligned with granted easements through adjacent properties to the east, and was limited by existing topography
within the locations where easements could be obtained. Given this, the sanitary sewer line has been aligned in a way that minimizes impacts to
jurisdictional features as much as possible, while maintaining the safety of the landscape surrounding the utility line, and accommodating adjacent
property owners. The sanitary sewer line will be installed via open cut, with wetland areas stabilized and revegetated following completion of the work
(Sheet CWI-2.15). Impacted jurisdictional wetlands at Impact 11 will be maintained as herbaceous wetland.
3. Stream Impacts
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
1 — Road fill
Permanent
Fill
UT to Hector Creek (E,
S&EC)
Intermittent
Both
2
Average (feet)
143
(linear feet)
S2
1 — Construction buffer
Temporary
Stabilization
UT to Hector Creek (E,
S&EC)
Intermittent
Both
3
Average (feet)
13
(linear feet)
S3
1 — Dissipation pad (no loss)
Permanent
Rip Rap Fill
UT to Hector Creek (E,
S&EC)
Intermittent
Both
2
Average (feet)
15
(linear feet)
S4
3 — Road fill
Permanent
Fill
UT to Hector Creek (D,
S&EC)
Perennial
Both
4
Average (feet)
83
(linear feet)
S5
3 — Construction buffer
Temporary
Stabilization
UT to Hector Creek (D,
S&EC)
Perennial
Both
5
Average (feet)
19
(linear feet)
S6
3 — Dissipation pad (no loss)
Permanent
Rip Rap Fill
UT to Hector Creek (D,
S&EC)
Perennial
Both
4
Average (feet)
34
(linear feet)

S7
7 — Road fill
Permanent
Fill
UT to Kenneth Creek (B,
S&EC)
Perennial
Both
5
Average (feet)
124
(linear feet)
sa
7 — Construction buffer
Temporary
Stabilization
UT to Kenneth Creek (B,
S&EC)
Perennial
Both
3
Average (feet)
10
(linear feet)
S9
7 — Dissipation pad (no loss)
Permanent
Rip Rap Fill
UT to Kenneth Creek (B,
S&EC)
Perennial
Both
3
Average (feet)
48
(linear feet)
sip
8— Sanitary sewer
Temporary
Other
UT to Kenneth Creek (A,
S&EC)
Perennial
Both
3
Average (feet)
31
(linear feet)
S11
9 — Road fill
Permanent
Fill
UT to Kenneth Creek (A,
S&EC)
Perennial
Both
6
Average (feet)
97
(linear feet)
S12
9 — Construction buffer
Temporary
Stabilization
UT to Kenneth Creek (A,
S&EC)
Perennial
Both
8
Average (feet)
10
(linear feet)
S13
9 — Dissipation pad (no loss)
Permanent
Rip Rap Fill
UT to Kenneth Creek (A,
S&EC)
Perennial
Both
4
Average (feet)
72
(linear feet)
S14
10 — Sanitary sewer
Temporary
Dewatering
UT to Kenneth Creek (C,
Timmons)
Intermittent
Both
3
Average (feet)
30
(linear feet)
S15
12 — Sanitary sewer
Temporary
Other
UT to Kenneth Creek &
Kenneth Creek (A & J
Timmons)
Perennial
Both
11
Average (feet)
72
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
616
3i. Total stream and ditch impacts:
801
3i. Total temporary stream impacts:
185

3j. Comments:
Impact 1 (Sheet CWI-2.1) will require 143-I.f. (0.006-ac.) of permanent stream impact for culvert installation and road construction, 15-I.f. (0.001-ac.) of
permanent no loss stream impact for riprap dissipator pad installation, and 13-I.f. (0.001-ac.) of temporary stream impact associated with a construction
buffer to account for temporary impacts to jurisdictional features during construction activities. The Site can only be accessed from Hilliard Road to the
north through a narrow parcel and US Highway 401 to the west; jurisdictional features associated with Impact 1 parallel US Highway 401 along the entire
western property boundary adjoining the Site. Impact 1 is necessary to provide a second point of safe ingress and egress from the proposed subdivision.
One 42" reinforced concrete pipe (RCP) is proposed to be installed and countersunk at a 2.47% slope with a riprap dissipator pad at the outlet, to be
keyed into the streambed, to allow safe aquatic life passage and maintain feature connectivity. Stream impacts at Impact 1 have been minimized by
crossing the stream as close to a 90-degree angle as possible and by utilizing 3:1 slopes and headwalls on the up- and downstream sides of the
crossing. Temporary dewatering and pump -around stations will be used to conduct work within the streambed and all temporary impacts to jurisdictional
stream will be stabilized and restored to natural contours following completion of the work (Sheet CWI-2.15).
Impact 3 (Sheet CWI-2.3) will require 83-I.f. (0.015-ac.) of permanent stream impact for culvert installation and road fill, 19-I.f. (0.004-ac.) of temporary
stream impacts associated with a construction buffer to account for temporary impacts to jurisdictional features during construction activities, and 34-I.f.
(0.003-ac.) of permanent — no loss stream impact for riprap dissipator pad installation. Impact 3 is necessary to provide safe access between the
southernmost corner of the Site and the remainder of the subdivision. Two 36" RCP are proposed to be installed and countersunk at 0.52% slopes to
allow safe aquatic life passage and maintain feature connectivity. A riprap dissipator pad will be keyed into the streambed at the culvert outlet to prevent
erosion of the streambed and banks downstream of the crossing. Stream impacts at Impact 3 have been minimized by crossing the stream as close to a
90-degree angle as possible and by utilizing 3:1 slopes and headwalls on the up- and downstream sides of the crossing. Temporary dewatering and
pump -around stations will be used to conduct work within the streambed and all temporary impacts to jurisdictional stream will be stabilized and restored
to natural contours following completion of the work (Sheet CWI-2.15).
Impact 7 (Sheet CWI-2.7) will require 124-I.f. (0.013-ac.) of permanent stream impact for culvert installation and road fill, 10-I.f. (0.001-ac.) of temporary
stream impacts associated with a construction buffer to account for temporary impacts to jurisdictional features during construction activities, and 48-I.f.
(0.003-ac.) of permanent — no loss stream impact from keyed in rip rap dissipator pad installation at the culvert outlet. Impact 7 is necessary to provide
safe access between the northern and southern portions of the Site. Two 48" RCP are proposed to be installed and countersunk at 2.07% slopes to
allow safe aquatic life passage and maintain feature connectivity. Stream impacts at Impact 7 have been minimized by crossing the stream as close to a
90-degree angle as possible and by utilizing 3:1 slopes and headwalls on the up- and downstream sides of the crossing. Temporary dewatering and
pump -around stations will be used to conduct work within the streambed and all temporary impacts to jurisdictional stream will be stabilized and restored
to natural contours following completion of the work (Sheet CWI-2.15).
Impact 8 (Sheet CWI-2.8) will require 31-I.f. (0.002-ac.) of temporary stream impact for sanitary sewer line installation. The sanitary sewer line is
necessary to connect the subdivision to existing offsite public wastewater utilities. The sanitary sewer line will be installed via open cut methods through
the streamside area and is to be aerially installed over the streambed, above Ordinary High Water Mark (OHWM). Stream impacts at Impact 8 have
been minimized by crossing the stream as close to a 90-degree angle as possible at its narrowest portion and by installing the sanitary sewer aerially
over the streambed (Sheet CWI-2.15).
Impact 9 (Sheet CWI-2.9 to -2.10) will require 97-I.f. (0.014-ac.) of permanent stream impact for culvert installation and road fill, 10-I.f. (0.002-ac.) of
temporary stream impacts associated with a construction buffer to account for temporary impacts to jurisdictional features during construction activities,
and 72-I.f. (0.006-ac.) of permanent — no loss stream impacts associated with rip rap dissipator pad installation. The Site can only be accessed from
Hilliard Road to the north through a narrow parcel and US Highway 401 to the west; jurisdictional features associated with Impact 9 bisect the parcel
from west to east so that the Site cannot be accessed without a crossing. Impact 9 is necessary to provide a second point of safe ingress and egress
from the proposed subdivision. One 7-ft. by 7-ft. box culvert is proposed to be installed and countersunk at a 2.53% slope for low -flow conditions and
one 7-ft. by 6-ft. box culvert is proposed to be installed and countersunk at a 2.53% slope for high -flow conditions to allow safe aquatic life passage and
maintain connectivity. A rip rap dissipator pad will be installed and keyed into the streambed at the culvert outlet to prevent erosion of the streambed and
banks downstream of the crossing. Stream impacts at Impact 9 have been minimized by crossing the stream as close to a 90-degree angle as possible
and by utilizing 3:1 slopes and headwalls on the up- and downstream sides of the crossing. Temporary dewatering and pump -around stations will be
used to conduct work within the streambed and all temporary impacts to jurisdictional stream will be stabilized and restored to natural contours following
completion of the work (Sheet CWI-2.15).
Impact 10 (Sheet CWI-2.11) will require 30-I.f. (0.002-ac.) of temporary stream impact for sanitary sewer line installation. The sanitary sewer line is
necessary to connect the subdivision to existing offsite public wastewater utilities located to the east of the Site and Kenneth Creek. The sanitary sewer
line has been aligned based on granted easements through adjacent properties to the east, and was limited by existing topography within the Site. Given
this, the sanitary sewer line has been aligned in a way that minimized impacts to jurisdictional features as much as possible, while maintaining the safety
of the landscape surrounding the utility line, and accommodating adjacent property owners. The sanitary sewer line will be installed via open cut
methods and the streambed will be stabilized and restored to natural contours following completion of the work. Stream impacts at Impact 10 have been
minimized by crossing the stream as close to a 90-degree angle as possible at its narrowest portion, as well as at a location with an existing culvert
below an earthen access road. Temporary dewatering and pump -around stations will be used to conduct work within the streambed and all temporary
impacts to jurisdictional stream will be stabilized and restored to natural contours following completion of the work (Sheet CWI-2.15).
Impact 12 (Sheet CWI-2.13 to -2.14) will require 72-I.f. (0.018-ac.) of temporary stream impact for sanitary sewer line installation. The sanitary sewer line
is necessary to connect the subdivision to existing offsite public wastewater utilities located to the east of the Site and Kenneth Creek. The sanitary
sewer line has been aligned with granted easements through adjacent properties to the east, and was limited by existing topography within the Site.
Given this, the sanitary sewer line has been aligned in a way that minimizes impacts to jurisdictional features as much as possible, while maintaining the
safety of the landscape surrounding the utility line, and accommodating adjacent property owners. The sanitary sewer line will be installed via open cut
methods through the streamside area and installed aerially over the streambeds, above OHWM. Stream impacts at Impact 12 have been minimized by
crossing the stream as close to a 90-degree angle as possible and at its narrowest portion, and by installing the sanitary sewer aerially over the
streambeds (Sheet CWI-2.15).
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Impacts to jurisdictional features have been avoided and minimized to the maximum extent practicable by incorporating resourceful site planning,
including utilization of the wetland/stream delineation to adjust the layout of the Site design to avoid and minimize impacts. The remaining impacts
proposed are necessary in order for the project's goals to be realized.
Impacts to jurisdictional features onsite were minimized by utilizing 3:1 slopes at all impact locations, crossing streams and wetlands as close to 90-
degrees as possible and at their narrowest portions, and utilizing headwalls at stream and wetland crossings. Further, all temporary wetland impacts will
be stabilized and revegetated and all temporary stream impacts will be stabilized and returned to natural contours following completion of the work.

1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation as described in accordance with the
requirements of the North Carolina Department of Environment and Natural Resources: Erosion Control Planning and Design Manual (May 2013) and
local codes. All work will take place during dry conditions and can be facilitated from high, non -jurisdictional, stable ground. The contractor shall install
silt fence, inlet protection, sediment traps, division ditches, temporary coffer dams, tree protection, and clearing only as necessary to install devices. All
erosion and sediment control measures will be checked for stability and operation following every runoff producing rainfall, but in no case less than once
every week. Any needed repairs will be made immediately to maintain all measures designed. An erosion control inspections report is required and will
be kept by the owner's representative.
Temporary seeding and permanent seeding plans are included to restore impacted areas. The project will meet all relative requirements of Best
Management Practices and Engineered Stormwater Control Structures as outlined through State and Local Stormwater Rules. Measures will be taken to
prevent oil, tar, trash, debris, and other pollutants from entering adjacent jurisdictional features. Any excess excavated materials not utilized as back fill
will be placed and contained within upland areas and permanently stabilized to prevent erosion into adjacent jurisdictional features. Therefore,
stockpiling of excavated material within jurisdictional waters of the U.S. will be strictly prohibited as part of the construction of this project. All project
construction activities initiated within jurisdictional waters of the U.S. will be carried to completion in an expeditious manner to minimize the period of
disturbance within jurisdictional waters.
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
2c. If yes, mitigation is required by (check all that apply):
DWR Corps
2d. If yes, which mitigation option(s) 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:
Middle Cape Fear Umbrella Mitigation Bank
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Stream 811
Riparian wetland 1.223
3c. Comments
The project is proposing a total of 0.932-ac. of wetland impacts that will require mitigation. Of these wetland impacts, 0.291-ac. are associated with
permanent wetland impacts proposed to be mitigated for at a 2:1 ratio, requiring a purchase of 0.582-ac. of wetland mitigation credits. Further, 0.641-ac.
of the proposed wetland impacts are associated with permanent conversion from forested to herbaceous wetland and are proposed to be mitigated for at
a 1:1 ratio. Therefore, the project is proposing the purchase of 1.223-ac. of wetland mitigation credits.
The project is proposing a total of 0.042-acres of permanent stream impact across 447-I.f. of stream. The North Carolina Stream Assessment Method
was used to determine the quality of streams at each road crossing impact location. Of the stream impacts, the 83-I.f. of stream associated with Impact 3
were rated as low quality. Subsequently, we are requesting a lower mitigation of 1:1 for permanent stream impacts at Impact 3. The project is proposing
to mitigate for the remaining 364-I.f. of permanent stream impact at a 2:1 ratio. Therefore, the proposed project will require the purchase of 811-I.f. of
stream mitigation credits.
At the time of this submittal, Wildlands Holdings (Wildlands) is the only private mitigation bank with mitigation sites within the project's HUC. Wildlands is
currently able to provide 637-I.f. of the 811-I.f. mitigation credits needed; they do not have wetland mitigation credits available. A Statement of Availability
is included in the attached deliverables package. The remaining mitigation credits needed are proposed to be purchased from NC DMS.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
Yes No
4b. Stream mitigation requested:
(linear feet)
811
4d. Buffer mitigation requested (DWR only):
(square feet)
4c. If using stream mitigation, what is the stream temperature:
warm
4e. Riparian wetland mitigation requested:
(acres)
1.223
4f. Non -riparian wetland mitigation requested: 4g. Coastal (tidal) wetland mitigation requested:
(acres) (acres)
4h. Comments
The remaining stream and wetland mitigation credits needed that are not available from a private mitigation bank are proposed to be purchased from NC
DMS. An ILF acceptance letter from NC DMS for the requested credits is included in the attached deliverables package. If the amount of credits needed
to be purchased from NC DMS changes due to credit availability within the private banks, the ILF request will be amended.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)

1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
The proposed project is located in the Cape Fear River Basin and is not subject to NC DWR Riparian Buffers. The project is subject to Harnett County Watershed Protection Area riparian
buffers and will follow associated requirements.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater program?
Yes No
N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
Local Government State
Local Government Stormwater Programs
Phase II NSW USMP Water Supply
Please identify which local government stormwater program you are using.
Harnett County
State Stormwater Programs
Phase II Coastal Counties
HWQ or ORW Other
Comments:
The southwestern portion of the project area falls within an overlapping post -construction stormwater permitting program areas and is subject to NC DEQ Phase II stormwater
requirements for High Quality Waters and WS-IV Watersheds. The remaining majority of the project area falls within Harnett County's Phase II stormwater program area for WS-IV
watersheds.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
This is a single -phased project with proposed impacts for the overall development, including offsite utility connections, accounted for herein. The project
will be completed with appropriate land use control measures in place for specific areas which require them. The proposed project will not result in
additional impacts to jurisdictional features.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No

5d. Is another Federal agency involved?*
Yes
No Unknown
5e. Is this a DOT project located within Division's 1-8?
Yes No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No

5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
A search of the USFWS IPaC database revealed five federally protected species as potentially occurring within the project area, including the red -
cockaded woodpecker, American alligator, Cape Fear shiner, Atlantic pigtoe, and rough -leaved loosestrife. The IPaC database further identified one
candidate species for listing, the monarch butterfly, as potentially occurring within the project area. No critical habitats were identified within the project
area or a 1-mile radius. Additionally, a search of the North Carolina Natural Heritage Program (NHP) database did not identify occurrences of federally
listed species or state -managed areas within the project limits or a 1-mile radius. Occurrences of federally protected species were not observed during
site visits conducted on March 14, and June 16, 2022.
The red -cockaded woodpecker (RCW) requires mature pine forest, preferably longleaf stands, that are typically greater than 30 years old and 10 to 60
acres in size. Territory size for clusters of RCW groups ranges from 125 to 200 acres in size. The project area largely consists of agricultural fields within
the central and southwestern portions of the site that were taken out of production within the past 5 years and mature mixed hardwood -pine forest,
largely located within the northern portion of the project area. Forested areas within the site consist of approximately 25-30% pine trees and have a
moderately dense understory. Further, the project area is bordered on all sides by residential development, agricultural fields, maintained open green
space, some commercial and light industrial development, and forested areas. Forested areas surrounding the site are comprised of approximately 30%
planted pine forest periodically harvested for silvicultural purposes. Therefore, suitable nesting and foraging area is not present within the site or the in
the vicinity of the project area. Additionally, occurrences of RCW and cavity trees were not observed within the project area or noted in the NCNHP
database report. Utilizing the SLOPES guidelines, due to the low percentage of dominant pine trees on the site, the proposed project will have no effect
on the red -cockaded woodpecker.
The American alligator prefers slow -moving freshwater rivers, swamps, marshes, and lakes, and can inhabit both freshwater and brackish water
systems. The project area contains a freshwater bottomland hardwood forests in the southwestern corner of the project area and eastern portion of the
offsite utility easement. Both wetland systems were observed having indicators of long-term saturation and short-term inundation resulting from overbank
flooding of the adjacent streams, but no indicators of hydrology consistent with the American alligator's preferred habitat. Additionally, a freshwater
manmade farm use pond is located in the southwestern portion of the site, but is surrounded by agricultural fields. While the site contains potentially
suitable habitat for the American alligator, no impacts will occur to the farm use pond. Additionally, the NCNHP report did not list any occurrences of the
species within the project area or a 1-mile radius. Further, no occurrences of the species or nests were observed during site investigations. Therefore, it
is the opinion of Timmons Group that the proposed project will have no effect on the American alligator.
The Cape Fear shiner prefers habitat with excellent water quality and silt -free streambed substrate. Streams within the southwestern portion of the site
were observed within sandy and silty bed substrate and contained very little to no nesting habitat and shelter and had dry streambeds during site
investigations. Therefore, streams within the southern portion of the site do not contain potentially suitable habitat for the Cape Fear shiner. Streams
within the northern and eastern portions of the site, including Kenneth Creek, had predominantly sandy and silty bed substrate with little cobble, gravel,
and boulders throughout with swiftly flowing water. These streams were also observed having nesting habitat and shelter throughout the stream reaches.
Therefore, streams within the northern and eastern portions of the project area contain potentially suitable habitat for the Cape Fear shiner. However, no
species observations were made within any onsite streams during site investigations and the NCNHP report did not identify any documented species
occurrences within the site or a 1-mile radius. Further, the project will utilize appropriate sediment and erosion control methods to prevent stream
degradation and impacts to water quality for all streams identified within or near the site, as well as downstream of the project area. All proposed stream
impacts have been designed to avoid and minimize impacts to jurisdictional features. All permanent stream impacts (i.e. culverted road crossings) will
maintain up- and downstream connectivity and allow for safe aquatic life passage. All temporary stream impacts (i.e. sanitary sewer crossings) will be
restored following completion of the work. Additionally, the site is subject to Harnett County Watershed Protection Area riparian buffers and all
intermittent and perennial streams within the project area will be buffered. Therefore, it is the opinion of Timmons Group that the proposed project may
affect, but is not likely to adversely affect the Cape Fear shiner.
The Atlantic pigtoe prefers medium- to large -sized, swift -flowing streams with excellent water quality. The pigtoe prefers streambeds composed of stable
gravel or a mix of coarse sand and gravel, but can sometimes be found in streams with bed substrates consisting of sand, cobble, and mixtures of sand,
silt, and detritus. Streams onsite were observed having bed substrates consisting mainly of coarse to fine sand with little cobble and small boulders
throughout. Streams in the southwestern portion of the project area were dry while tributaries to Kenneth Creek in the northern portion of the project area
had moderate base flow with good water quality. Kenneth Creek, within the easternmost reach of the proposed offsite utility easement, was observed
having a predominantly sandy streambed with small to large boulders throughout and moderate baseflow. Water within Kenneth Creek was observed as
cloudy due to sedimentation during onsite investigations. Therefore, the streams within the project area have potentially suitable habitat for the Atlantic
pigtoe, but not high quality or preferential habitat. Further, no occurrences of the species were identified within the site or a 1-mile radius in the NCNHP
database results and no species occurrences were noted during onsite investigations. Further, the project will utilize appropriate sediment and erosion
control methods to prevent stream degradation and impacts to water quality for all streams identified within or near the site, as well as downstream of the
project area. All proposed stream impacts have been designed to avoid and minimize impacts to jurisdictional features. All permanent stream impacts
(i.e. culverted road crossings) will maintain up- and downstream connectivity and allow for safe aquatic life passage. All temporary stream impacts (i.e.
sanitary sewer crossings) will be restored following completion of the work. Additionally, the site is subject to Harnett County Watershed Protection Area
riparian buffers and all intermittent and perennial streams within the project area will be buffered. Therefore, the proposed project may affect, but is not
likely to adversely affect the Atlantic pigtoe.
Rough -leaved loosestrife is a dense shrub that can exhibit vine -like growth and occurs in ecotones between longleaf pine uplands and pond pine
pocosins with open areas. The species can typically be found on wet, peaty, poorly drained soils in fire -maintained areas or areas with regular
anthropogenic maintenance. The relict agricultural fields and maintained areas around them and the adjacent roadways contained soils that were
typically dry, compact, loamy -clayey soils. Additionally, transition areas between forested wetlands and open areas within the site were observed to be
dominated by aggressively growing shrub and vine species and did not provide suitable habitat for the rough -leaved loosestrife. Additionally, forested
areas within the site are predominantly mature mixed hardwood -pine forest with approximately 25-30% of canopy trees consisting of loblolly pines.
Further, no occurrences of the species were noted during site investigations and the NC NHP report does not document any sightings within the site or a
1-mile radius. Therefore, the proposed project should have no effect on the rough -leaved loosestrife.
The monarch butterfly prefers areas with milkweed for breeding habitat and requires other flowering plants for foraging habitat. Suitable foraging and
breeding habitats are potentially present within agricultural fields in the southwestern portion of the site that are no longer in production and contain early
successional vegetation and within open green space that is not regularly maintained within the vicinity of the project area. However, the species was not
observed during site investigations. Further, the monarch butterfly's habitat is ubiquitous throughout the State and any disturbance to potentially suitable
habitat would not be detrimental to potentially displaced individuals. Therefore, the proposed project should have no effect on the monarch butterfly.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
NOAA Essential Fish Habitat Mapper
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 status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
A search of the North Carolina Natural Heritage Preservation Office's (HPO) online database and the North Carolina Department of Environmental and
Natural Resources (DENR) Division of Historical Resources (DHR) data identified 56 historical resources as occurring within a 1-mile radius of the
proposed project limits. No historical resources were identified within the project area. The listings identified within the specified search radius include
two Determined Eligible (DOE), one Surveyed Area (SA), and 53 Surveyed Only (SO) sites.
The two DOE listings, the David Henry Senter House (Site ID HT0174) and the A.A. Johnson House (Site ID HT0818) were both determined eligible for
listing in the National Register of Historic Places (NRHP) in 2013 and are associated with historic districts defined by their respective property
boundaries. Site ID HT0174 is located approximately 0.53-mile to the south of the project area and Site ID HT0818 is located approximately 0.69-mile to
the south of the project area, both on the west of US Highway 401, opposite the project area.
The SA listing consists of the Chalybeate Springs Historic District (Site ID HT1167). The centerpoint of the surveyed area is located approximately 0.32-
mile to the south of the project area. The listing was determined ineligible for listing on the NRHP in 2014.
Of the 53 SO listings identified within the specified search radius, 52 were determined ineligible for listing in the NRHP in 2013. Only one SO listing, Site
ID HT0376, only described as a "1910 Miscellaneous Victorian house," was surveyed between 2002-2003 and has no known eligibility determination.
Site ID HT0376 is located approximately 0.55-mile to the south/southwest of the project area, adjacent to Site ID HT0174.
The site is located within an area that contains high -density residential developments, light industrial and commercial developments, and solar farms. Of
the three listings that have either been determined eligible for listing on the NRHP or have been surveyed with no eligibility determination to date, all are
located opposite of the project area on the western side of US Highway 401 and outside of the project boundaries. Considering the proposed project's
consistency with the surrounding land use, along with all proposed work being limited to the project area and forested areas existing between the site
and all HPO listings, the project should have no effect on any historical resources within a 1-mile radius of the site.
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:
According to FEMA FIRM panels 3720065400J and 3720066400J (effective 10/3/2006), the easternmost portion of the offsite utility easement is located
within Zone AE, an area with 1% annual chance flood hazard and base flood elevations of approximately 229 to 231 above mean sea level. The
remainder of the site is located within Zone X — Area of Minimal Flood Hazard.
The proposed utility easement is necessary to connect the proposed subdivision to an existing public sanitary sewer utility line on the eastern side of
Kenneth Creek. Impacts associated with the proposed utility crossing are temporary for installation and propose use of NWP 18.
8c. What source(s) did you use to make the floodplain determination?*
FEMA FIRM panels 3720065400J and 3720066400J (effective 10/3/2006).
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
Senter Farm - ePCN Deliverables Package.pdf 44.26MB
File must be PDF or KMZ
Comments
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Sydni Law
Signature
Date
9/1/2022

ii•icet
TIMMONS GROUP
September 1, 2022
Liz Hair
U.S. Army Corps of Engineers — Wilmington District
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Colleen Cohn
401 & Buffer Permitting Branch
NCDEQ — Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
5410 Trinity Road P 919.866.4951
Suite 102 F 919.859.5663
Raleigh, NC 27607 vwwvtimmons.com
Re: Electronic Pre -Construction Notification Attachments
Senter Farm
Fuquay-Varina, Harnett County, North
Carolina Project No.: 45458
Dear Ms. Hair and Ms. Cohn,
On behalf of DR Horton, Inc., we are providing additional attachments and information to aid in
the review of the electronic Pre -Construction Notification of the Senter Farm project, an
approximately 207.9-acre site located off Hilliard Road and US Highway 401 in Fuquay-Varina,
North Carolina, within Harnett County (the Site).
Please review the below attachments and contact Morgan Gilbert at [phone] or
morgan.gilbert©timmons.com if additional information is required.
Sincerely,
Timmons Group
Sydni Law, WPIT
Environmental Scientist I
x fL i
Lauren Norris -Heflin
Environmental Project Manager
Morgan Gilbert, WPIT
Environmental Scientist I
ENGINEERING I DESIGN I TECHNOLOGY

Enclosures
ATTACHMENTS
Appendix A Figure 1 — Vicinity Map
Figure 2 — NRCS Soil Survey Map
Figure 3 — Wetlands and Waters of the U.S. Delineation Map — Timmons Group
Wetland Sketch Map — S&EC
Appendix B
Appendix C
Appendix D
Appendix E
Appendix F
Agent and Property Owner Authorization Forms
401 Pre -Filing Meeting Request
Preliminary Jurisdictional Determination
Environmental Impacts Set
Statement of Availability — Wildlands Holdings
NC DMS In -lieu Fee Acceptance Letter
NC WAM Form — Impact 3
IPaC Official Species Report
NCNHP Database Report
SHPO Map and List

Appendix A

Path: Y:\805\45458 - Senter Farm\GIS\45458-JD-VIC.mxd
Owl
rllmmulimmIImiaI, 1
.II 4
11
'.`,..1
MENNIMMIIMMIP
Site limits are approximate.
Topographic imagery from USGS.
1•ti �,RY L: f:
•
0
2,000 4,000 6,000 8,000
Feet
SENTER FARM
HARNETT COUNTY, NORTH CAROLINA
FIGURE 1: VICINITY MAP
4+,
TIMMONS GROUP ,.• '.
YOUR VISION ACHIEVED THROUGH OURS. •
TIMMONS GROUP JOB NUMBER:45458
PROJECT STUDY LIMITS: 213.6 ACRES
LATITUDE: 35.521762
LONGITUDE: -78.803347
U.S.G.S. QUADRANGLE(S):FUQUAY-VARINA
DATE(S):2019
WATERSHED(S):UPPER CAPE FEAR (CAPE FEAR RIVER BASIN)
HYDROLOGIC UNIT CODE(S):03030004
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.

Path: Y:\805\45458 - Senter Farm\GIS\45458-JD-NRCS.mxd
SENTER FARM
HARNETT COUNTY, NORTH CAROLINA
FIGURE 2: NRCS SOIL SURVEY MAP
TIMMONS GROUP JOB NUMBER:45458
PROJECT STUDY LIMITS: 213.6 ACRES
LATITUDE: 35.521762
LONGITUDE: -78.803347
TIMMONS GROUP
••,.
YOUR VISION ACHIEVED THROUGH OURS. • •
U.S.G.S. QUADRANGLE(S):FUQUAY-VARINA
DATE(S):2019
WATERSHED(S):UPPER CAPE FEAR (CAPE FEAR RIVER BASIN)
HYDROLOGIC UNIT CODE(S):03030004
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.

>MarraMTncHFyvnn.n.,EPEMa •WIII IWZ
-
•••••••• •
Resource
Identification
A
Total
PFO
(sq fl)
644
18,072
1,790
7,136
5,481
175,035
208,158
PSS
(sq fl)
0
Total Wetland Area =
Total Stream Area =
Total Stream Length =
PEM
(sq fl)
0
confrmagon
POW
(sq
0
208,158 sift
12,174 sl e
1,5441f
R3
00
963
347
1,310
R4
(I0
195
195
R6
(I0
39
39
4.78ac
0.28 ac
Ditch
(I0
0
Stream
(sq fl)
6,769
78
477
4,850
12,174
Resource
Description
Notes'
NT/NV
NT/NV
NTINV
NTIV
NTIV
NTIV
NTIV
NTIV
NTIV
NTINV
T=Trial; NT=Nan-tidal; V=Vegetated, NV=Non-Vegetated, PFO=Palustene Forested Wetland, PSS=Palusinne
Scrub -Shrub Welland; PEM=Palusifne Emergent Wetland; POW= Palustene Open Water, EIW= Estuarine Intedidal
Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
i• Project Study Limits - 11.5 Acres
© Stream Identifier
© Wetland Identifier
Flag
9 Field Data Station
Perennial Stream Assessment
Culvert
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Palustrine Forested (PFO) Wetland
Topographic Contours
Major- 10ft
Minor- lft
1. Waters of the U.S. within the project study limits have been
located using submeter, Bluetooth GPS antennas by Timmons
Group.
2. Waters of the U.S. have not been confirmed by the U.S.
Army Corps of Engineers until stamped.
3. Project limits are approximate.
4. Topography based on USGS LiDAR.
5. Cowardin Stream Classifications are based on NC DWQ
Stream Identification form version 4.11.
0
125
250
Feet
500
`: �'� �N :o-' fl:,4
r4j:.14kto:W:
`�'/v,r�,��`\;U\��\�•
=_:�.; ,/� _-Nr�'IAa/11�(1�'\A�'`\`..\a`''''11'1
=i"il fl ' U111300 �1`�`� �• ;�♦`.�`" ® 111
/ •i/��r
-:L ' l�,l�' 111111 Il, \ - - -1. - ` / / #gilt ' `\\ \` ♦\\` `\ ' / / 1
t 1jj1�II' u=-'>•6i_ - ff- `♦ I♦I . h 1'.i `� ' '
�'ir`11 `y 11 UU1- �" G1Ar 1117;�I[�\+\t a�. lr'//i'1 / ---i
r..„\\�pdcC Ilf4 .;, ���111 /1 11 i�''f iI . �r
\\` ♦ -=_- \\\- / i\l 1hull/ 11/ I r- -i: '' /
—y rN�`tia\\L `�— — \= 1 1(If1111 ,1t,( �r✓/° '. 2'�—r.
_.�,, —+t w�\i �„``;' ,\-_i 1 AM/ Nl .3
--.. �&.. o�� `8g. •`\- . !a!1.11111 ��IM /; 1�\I•``+°♦\: i, .. ,, ' __,� �__..., �pL:
�:�* "'`t �\`` /i�i„\�\� \p:.��." �Z 'S4iz: '-i.'i^,
'i88= �266 .: y�\� \\\I�11\�"-'`8' /k' \ a� �\�\♦\\\,�`„ , i,:�%,.:
i_` ,w\`�yY�,\j�I�:\��``; /.L•�1 N(/_=2v..\`AZ it:1A--,g1 `--- _ ;41,-,' �
_'.*•• \,N :.,•s F ` 2�`d: ;:ti /�//-• ,AS♦ O\J`� "- t.:-: Y.M,'44:%�� - will �Il i♦
-,i`11N I�lilu 1+ �i t =^'3 °'�iqa --`.=__ -'' i/r'f a��2it Q:: .-i"
\t 01; 1f1 / 1 .l i-`.♦.a � _ may ." , " — \ . a 9,` ; \ 1:—
.... ' ,•. z — y_. Sr 1hl1 • \\\\_
11111( 1
It1 lief'
(,1,(l1\t
/
li
b Ii i/.I //4/,I1( 11111 /1 1 1111IIlt e
'/i/1////I/�rr/lr(rt 111 1II11�W�`
f, l,'r/' '(I11I111
(1I1�111(11t I11(111111'/i /'i �/4/ /1'j :N
\` t\` 1 \ l 1 �1111� 1�liq �y7 W ;;>tfs,';
--.` \\,,\\,,t,• 1 111 111 /.
11
\ \ `,111 j1/Illlklq.
it
\ \ opt'
11 ly %h ill
�111111(/,„„ire
i¢�31Ir`1Ig1/1(11
\1t• I1 l //1111�rij/r 11 q �//'%``\t\�i 1,1ii1
il r r �o ' ' li 3oo `` ` .!:/
•
I 1 /
Mrs\. ♦``\\
i111l / 1 •
1 1111 `
I11i,•+ /
1(1,..11/ / /
1.t1111.I I
,. .,.11 . ,•. 1 -.-' --. •.. /./ . . /. , /. /
•
t I . I \. r' `. I.
•
C \
4 II 11
•
•
a
0
DATE
03/15/2022
DRAWN BY
C. LEATON
DESIGNED BY
C. LEATON
CHECKED BY
S. LAW
SCALE
1 "=250'
JOB NUMBER
45458
SHEET NO.
1 OF 1
.n s a in.wi ou aex.resswri"enconsen o 00•" -e1-
imi e. o cons ruc ion, .i..in., an. or cons ru.

Map
Appendix B

0
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern:
NCDEQ — Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I, the undersigned, current property owner designate, authorize representatives of Timmons
Group to act on my behalf as my agent in the processing of permit applications, to furnish upon
request supplemental information in support of applications, etc., from this day forward.
This the 1 day of A vj vs f- , 2022 .
(number) (Month) (Year)
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
and NCDEQ Division of Water Resources (DWR) to enter upon the property herein described
for the purpose of conducting on -site investigations and issuing a determination associated with
Waters of the U.S. subject to Federal jurisdiction under Section 401 and 404 of the Clean Water
Act, and/or Section 10 of the Rivers and Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name: Senter Farm (for offsite utility easement)
Parcel ID: 0664-06-6135.000
Site Address: US 401 North
Fuquay-Varina, NC 27526
Property Owner's Name (Print):
Property Owner's Signature:
Property Owner's Mailing
Address:
BG Rambeau & c/o James Rambeau
ea.vi4lr
3949 Chalybeate Springs Road
Fuquay-Varina, NC 27526-9680
Property Owner's q Fax
Telephone: �1 �, - f f (p 3 No.
Property Owner's '
Email Address: J 0. fA-M 15i - QQ 4 0 I. Com

Ito
TIMMONS GROUP
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern:
NCDEQ — Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I, the undersigned, current property owner designate, authorize representatives of Timmons
Group to act on my behalf as my agent in the processing of permit applications, to furnish upon
request supplemental information in support of applications, etc., from this day forward.
This the . 8 day of , 20 .2.2
(number) ( onth) (Year)
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
and NCDEQ Division of Water Resources (DWR) to enter upon the property herein described
for the purpose of conducting on -site investigations and issuing a determination associated with
Waters of the U.S. subject to Federal jurisdiction under Section 401 and 404 of the Clean Water
Act, and/or Section 10 of the Rivers and Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name: Senter Farm (for offsite utility easement)
Parcel ID: 0664-36-1603.000
Site Address: Purfoy Rd
Fuquay-Varina, NC 27526
Property Owner's Name (Print): Bobbie Jeffries
Property Owner's Mailing
Address: 707 Purfoy Road
Property Owner's Signature: iS(yW
Fuquay-Varina, NC 27526
Property Owner's Fax
Telephone: 9 19-eL7/-‘s22. No.
4711
Property Owner's �y
Email Address: Cgodj;,0j55 6l� Q.mg; /, c ' n,.
N
0
N
(13
z
0
1-1
a)
ce
1-
0
LO
Fax [phone]
TEL [phone]
www.timmons.com

Sydni Law
From: Sydni Law
Sent: Sunday, April 24, 2022 8:47 PM
To: [e-mail]
Cc: [e-mail]; Lauren Norris -Heflin
Subject: Pre -Filing Meeting Request - Senter Farm
Attachments: SenterParcels_MainSite.pdf
Good evening,
On behalf of The CSC Group, we are submitting a Pre -Filing Meeting Request for the approximately 208-ac. Senter Farm
site located south of Hilliard Road in Fuquay-Varina, Harnett County, NC. The project is located within the Cape Fear
River Basin (HUC 030300040501 & 030300040502).
The proposed project consists of a residential subdivision with associated amenities, including utility improvements,
stormwater control measures, and road ways.
Applicant information:
The CSC Group
c/o Steve George
600 Park Offices Drive
Suite 372
Research Triangle, NC 27709
[e-mail]
[phone]
Please feel free to reach back out to me with any questions or if you need any additional information.
Thank you!
Best,
Sydni Law, WPIT
Environmental Scientist
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd, Suite 102 I Raleigh, NC 27607
Office: [phone] I Fax: [phone]
Mobile: [phone]
[e-mail]
Your Vision Achieved Through Ours
1

SAW-2020-01350
Action Id. SAW-2020-01350
Requestor:
Address:
Size (acres)
Nearest Waterway
USGS HUC
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Harnett
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Senter Family Real Estate, LLC
PO BOX 3463
Greensboro, NC 27402
201
Hector Creek
03030004
Location description: The project is located at the northern
Varina, Harnett County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
Nearest Town Fuquay-Varina
River Basin Cape Fear
Coordinates Latitude: 35.52080
Longitude: -78.80744
end of Grayson Senters Way and east of Highway 401 in Fuquay-
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 6/19/2020. 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 ID 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.
0 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
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.

SAW-2020-01350
❑ 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(u,usace.army.mil.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 06/21/2021.
D. Remarks: NA
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)
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: Mr. Philip A. Shannin
Administrative Appeal Review Officer
60 Forsyth Street SW, Floor M9
Atlanta, Georgia 30303-8803
PHILIP.A. SHANNIN(aI1USACE.ARMY.MIL
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.**
Corps Regulatory Official:
Date of JD: 06/21/2021 Expiration Date of JD: Not applicable
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 our Customer Satisfaction Survey, located online at
https://regulatory.ops.usace.army.mil/customer-service-survey/.

SAW-2020-01350
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://corpsmapti.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished:
Agent:
E-mail:
S&EC
Steven Ball
sball n,sandec.eom

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND
REQUEST FOR APPEAL
PROCESS
AND
Applicant: Senter Family Real Estate, LLC File Number: SAW-2020-01350
Date: 06/21/2021
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
Additional
or the
I - The following identifies your rights and options regarding an administrative appeal
of the above decision.
information may be found at or http://www.usace.arniy.mil/Missions/CiviiWorks/RegulatoiyProgramandPermits.aspx
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 twins 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 deteurnined 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 foiur 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
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: Emily Greer
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
If you only have questions regarding the appeal process you may
also contact:
MR. PHILIP A. SHANNIN
ADMINISTRATIVE APPEAL REVIEW OFFICER
CESAD-PDS-O
60 FORSYTH STREET SOUTHWEST, FLOOR M9
ATLANTA, GEORGIA 30303-8803
PHONE: [phone]; FAX [phone]
EMAIL: PHILIP.A.SHANNIN a,USACE.ARMY.MIL
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel,
consultants, to conduct investigations of the project site during the course of the appeal process.
notice of any site investigation, and will have the opportunity to participate in all site investi
and any government
You will be provided a 15-day
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. Philip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 06/21/2021
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Senter Family Real Estate, LLC, PO BOX
3463, Greensboro, NC 27402
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Hillard Drive / 9648 US 401 N
Fuquay Varina / Harnett, SAW-2020-01350
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The project is located at the northern
end of Grayson Senters Way and east of Highway 401 in Fuquay-Varina, Harnett County, North Carolina.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Harnett City: Fuquay-Varina
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.52080 Longitude: -78.80744
Universal Transverse Mercator:
Name of nearest waterbody: Hector Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
(]X Office (Desk) Determination. Date: 10/20/2020
❑Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site Number
Latitude
(decimal
degrees)
Longitude -
(decimal '
degrees)
Estimated
amount of '
aquatic
resources in
review area
(acreage and
linear feet, if
applicable
Type of aquatic
resources (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)
See Attached
Table for JD
Waters
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 are included in the administrative
record and are appropriately cited:
© Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: Hillard Drive Wetland Sketch Map dated June 19, 2020
❑X Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
❑l 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:
IU,S. Geological Survey Hydrologic Atlas:
®USGS NHD data:
❑USGS 8 and 12 digit HUC maps:
®U.S. Geological Survey map(s). Cite scale & quad name: 1:24k,Fuquay-Varina, NC
❑X Natural Resources Conservation Service Soil Survey. Citation: NRCS Web Soil Survey
El 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)
E Photographs: ® Aerial (Name & Date): National Regulatory GIS Viewer
or 0 Other (Name & Date): LiDAR
❑Previous determination(s). File no. and date of response letter:
El 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.
Digitally signed by Emily
Emily Greer Greer
Date: 2021.06.21
16:24:13 -07'00'
Kevin Murphrey D,>„creWaren ,
-S PA o� 3-up ,E flneec [4,«US
Signature and date of Regulatory Signature and date of person requesting PJD
staff member completing PJD (REQUIRED, unless obtaining the signature is
06/21/2021 impracticable) I
I Districts may establish timeframes for requester to return signed PJD forms. If the requester 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.

Appendix C

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
S
N
R
FARM
ENVIRONMENTAL
HARNETT
COUNTY,
NORTH
IMPACTS
CAROLINA
YOUR VISION ACHIEVED THROUGH OURS.
'
�
--
Sheet List Table
o
,'
Ih�
1 �� -ter-,-= _ff - I
\
Sheet Number
Sheet Title
1
- '� L- � I
�,�`
- '
�;�' `
�
CWI-0.0
COVER SHEET
DATE
o8/ 8/2022
I
y� ; 4
�\A
CWI-1.0
EXISTING CONDITIONS
DRAWN BY
331
,i.�
\,
' \
TIMMONS GROUP .••':'ti
i
L_ - , --
-1`^J
,
CWI-2.0
OVERALL ENVIRONMENTAL IMPACTS
DESIGNED BY
331
I`
- -
`, \
CWI-2.01
ENVIRONMENTAL IMPACT TABLE
CHECKED BY
M Z
—I— �
I I �� �` I ---
CWI-2.1
ENVIRONMENTAL IMPACT 1
1 i 1-r-11 1
l
CWI-2.2
ENVIRONMENTAL IMPACT 2
i SCALE
I j
CWI-2.3
ENVIRONMENTAL IMPACT 3
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
COVER SHEET
f
CWI-2.4
ENVIRONMENTAL IMPACT 4
1
-
,b
CWI-2.5
ENVIRONMENTAL IMPACT 5
/
CWI-2.6
ENVIRONMENTAL IMPACT 6
,. . /
CWI-2.7
ENVIRONMENTAL IMPACT 7
i
�
,'�
CWI-2.8
ENVIRONMENTAL IMPACT 8
I
/ 1
CWI-2.9
ENVIRONMENTAL IMPACT 9
-L I H
'/ I
CWI-2.10
ENVIRONMENTAL IMPACT 9 PROFILES
II/
/ i
CWI-2.11
ENVIRONMENTAL IMPACT 10
I`-
� /
CWI-2.12
ENVIRONMENTAL IMPACT 11
II
1 /
CWI-2.13
ENVIRONMENTAL IMPACT 12
--'� I
i=�
1
I
CWI-2.14
ENVIROMENTAL IMPACT 12 PROFILE
I�
1 I
,
BEA RIN�,S' _
CHALY _k_l___ �
CWI-2.15
NOTES AND DETAILS
81 1Knowwhat's
�\
VICINITY MAP
1" = 1500'
I1�lOW
Ca II before �ou. dig.
JOB NO.
45458
SHEET NO.
cwi-o. o

GENERAL
NOTES
>1�\�(/ J r t1\`'\\1`\\`4 L\ \ v �1f((�`(' r\1111
I l\\ \\I t �` 11 N11\'1'\ is \ _ - `'i) \\ / / �(,
VA 111 ✓/)1I /, \-/ _ v\\ f v\Vvt
111v011 /, / /11 f1�1►I -; -- . �11 ,/� vv,
\\ �� �/ t 1��1111� \\�A,
'////II) 1�v
- �. ���- \ \ lI\ ., ,j � zt _ ,£
\ \ \ 1 '� , o ': 111 \\ \ . • \ a i f
. v vvv-c-_ v v 1 t , v., �./
� \ ��t v��1 /- -��v� vv1 � I �� i v 1 �(I ,
\' �i ; w� v u v �i
A w
'! f\l i \I\ly �!�°: t'\�
Ill 1\
wvvAIlk
Vi 0'f �
vvw�l) f/Sf( 111� 1/r
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
/ ( -% / Q rl
/ ���
/ v�
v �� \ wv a�� u
�\ / '�
,
1. BOUNDARY
BY TIMMONS
AUGUST,
2. TOPOGRAPHINC
TAKEN FROM SURVEY
GROUP DATED
7, 2020
INFORMATION
I� (////)1 v 1 / - - —�i�� //, I I / i �'r /N
f 1 Pf \ - -
1 1 �rf// 1\ ) % �( J,r< �t//(� 1 �� _ �.
/l•1(11111 I (j } l / \ \ , (\-�,\\t,.�- _\ - =�\\,'
/ 1\\1��1(r " l o (/\% �' -....‘..---.,•__ - :\\~-_r_,
�� �VA$ �� >>e -,. ti w IVl
�\ �._ s r_
rl� l (r ' '/" ^ \�✓ f/�r� r�' <"(�� r _\\\
!Q.l ��
,\ A„ �'� (� 4" _ /i t ; Z V` A z
�h't,..`i Dr,a,,l, 1� .
\ \\\t
\� \ \ �r i%
\� Ott �c
"\ \\ 1 t \I4 +�
A �r r % �y'' F (��
\ \`
\ fti . (Nn0�\
\ ilwin l ink �'.' »)
..\ m
TAKEN
BY TIMMONS
NOVEMBER
COUNTY
FROM SURVEY PERFORMED
GROUP DATED
8, 2020 AND HARNETT
GIS.
\ \ t - -r- �\- — — : _ ,---__A..\\
CIA w�Vvt I vvv \., //� _}
v v1 A /,
_ � V v vv ;- _, � = wv \ � _ _ v _ / �
1 v1\� . v - , /// v v v
v rt.. \ 1 //�i / �`vV Av _- i'��
I 1 �L-�s :� t I
— vV 1 �\ s- / y -- 1 v
- -r/��- _ I -- ----�)
-
, �; �� ,- Yf '`-\'\ `l~s� �34�.P�a;i9
�, A / ,.., r vi„r- . A
I ) v �', .^ vs '�-��1
vv ,,111( v - �� � � ,; % vi r� ��- % ���1v � •w
ll�Ihll��A , y _- ir , r ,�it� ., ! } �-, �o
t \�\ v` ��,,�� A• Iri ► _z�oo�
1 \\ v , f ( , l v t`
�> t \\ \�,/
\VA= �1 v �� �wv � �
�� �►�
1 11 ( r y!/
1 11 £ tG
11 111111 �� �
v t ( 1 / l/� t k ` �
/
111/»( �l ///l kA
a 1 (111Irr( ; ° '� "
I
.,- (till it1, o
.
1A t ,' :
� v.` �V��1
° v� II / >
v.. / j / /i
• v\ ,d (ov cliutl�'' ��//,
vA�111 �` t (/l
te t / 11 \O A\
v�.•,,� � r t Vlv \-
d % t'tr / l , '�
3. WETLAND
COMPLETED
2020, AND
DELINEATION WAS
BY S&EC ON JUNE 6,
CONFIRMED BY THE
111 �- �ir
1�\`� �''.
r \\\\` ---/ \\\\
// / \ ' \\ _� �� % - \ 1) ►) /
/'�. , I1 v 1
)
/ / I
��
-1-----
\ 1 >hC/
1
I Z a vv - - �:,,•/
F � \. r „t = `EXISTING 30 SANITARY P11 t\\ ti \ ski\\
///// 4" �' ` ' t s ', - - +' ,; SEWER EASEMENT I(t) // 1 e�` \'i' "
%, .' v."--'-tilt- i4-r;�1 - 404// / ���' r
u ft(
YOUR VISION ACHIEVED THROUGH OURS.
USACE
ON 6/21/2021.
,, - s,,.3
\• A
.' vvv /�r . vvv ,wv � I vvv � -w .r icy ' �� . >w� { v /; � ,i �.�t1t£U�1lll,l� // . ���:� 7�, 't
/ ; vvv ) r vv vvVA\vvv. �� c;�� �.t/y-.ra vvvv gyp, v �`�' EXISTING STREAM !r �?�
v,vi �� (r ( \t +� ��
4. THE SUBJECT
LOCATED
ACCORDANCE
PROPERTY IS
IN ZONE X IN
WITH FIRM MAP
�v iv £ \VA V1A411I)vt' /'x
(� \ \ 11 \ \ I / \ 11 11 /./ EXISTING WETLANDS r: d- \ , rf .. .,,, ,y y , 1 (,• ,i• e / I
\ 1 r 1 t i 1 i ( str r✓> r \ k /�~\\ 1Z ' ,'�✓ \ f.--7/1-';y II !' 4 r ((r / r
�\ \ \ 0111� \I �\ �\ " I► 1t1� l lltl(1/i /<w�• \\i 1`r' yr� :y'/�° vo �'.i\v .�\� `. 1 ;/' f ;, 4,,,, 4.
�� .` -.� �a Ems. // „- I( i•�, `�l( \.
v 1V A \ I 1\ rrr t� - - fi � ,r / / 1v
\\ I �} t )1 \ (£ I f ( ( ) I ( ? j, �/ \ �\\ 1 /f �. EXISTING WETLANDS 1\1� r(��i, ! r I\\`
`t ilk—t \ ` l Itt I� ,l `. 11•�Jt(J/ r/y//,�� = iNF t t� f l \l ! \� i i �' I,o,•- ,, < ,
�r� \ t -H I \ / 11 1 \\ \c\ . t ./ Al / /• '� r t / �c I l ��
' 4 c }1 1 t '� �.. ..,r 1 (/( ��f./ ,/ I
�'4,w' fff/ /�"'',C723/YL`/3EEK 1 ' '`\i � �1 \ ',
111111
#3720065400J,
COMMUNITY
OCTOBER
PANEL 0642 OF
370328, DATED
3, 2006.
\\ -\
\^
1 )(\ \
I 1 Itl►
f�1
\
\\ 1 \,4
/ tl \ 1 \\ \ l aa�\ L18 isAR S f \ , •. \ \ /
6 } 11\ \ ` 4, \ ,' d t
(, t 11 \ 11,1 1 \\� I 1 to (e el r / / PrAt�e �sa�sp.o� I r /hs \�—��9+•.^ ��C� j�f/(t / t t �\\
\ '• 1\t 1111 \ \ 1il \11; •-,41 .- I `/l/1 /J.° - f 'i^ 1G•541, // �! rea'g + > r/yam � ��s� t :> \' �� ' f/� ` //%/•`� I I `�t 1l�k
\\ } ► 11 it yIIIII i i \\\ , . \ `wry ( ,� 1 / , /r . �,/ +� u y \ -, c" .1= ,
r.jd "-� /J \� P }1\)\1C�\1 S l fir...... r/ 41
I tl \1 I\\ \ 1 l ti(I ( \. /f/// t
DATE
OS/ s zozz
5. WETLAND
OFF -SITE
DELINEATION OF
UTILITIES WAS
_
.� II I II =
I /
\� �/ ll rf(\
� - i r411j(�
/
1 i \.
1 1
\ \ U
�\ \ � 1
\ \�
\cvnJ / .
,-- 11 I) 11\ \\\ \ \ \ nr \ .. , ! I c•,- s . ••''' `fie;° �1 (�'/ / �. ,,., s�, � A
\ / 1 ! 1 1 \ \\\ \\\ \ \ 1\•1\ 6C/ \ \\ . ., � `/•, i l N.,..—.,,„(2.,„„ .i. r / i�// ;, .., - pper�\ Il
1 1 1 1 \ w A 4( 1� f ti, �_�_ •.. 1/rt� d/; ,- / ��19� 1 y
7� - , ,. A"�\
+rN (r f! f 1111 \ \\ `\s \ ; � >, �- 100 STREAM BUFFER ,,.�.�' � ' � r�
.... . f..
/ '
111// Il t 1• f r , �tf
.1 �
'1\ ��
�
'�C `•R"�
DRAWN BY
331
TIMMONS GROUP :'':'-.
COMPLETED
BY TIMMONS GROUP
-',1-.-?:t
�
?..
rl o� ✓ / /i . «f Et V � G', S � r'
Yro-/
i11`�i I r 4 / / )/ Jti \,• rq. y 1 1¢1(i ��' �, 6,. .*? /'
�_3/4".....,,...",,,->a
DESIGNED BY
331
\ \
-
J\
.`I"t \ ��
b„. r a J ////r , -ij. I \ ` EXISTING \\
,,; 4�
ON MARCH
15, 2022.
/•c
\ _ / l //
II
/ )�1
III
\ �' �J t(// jXi ( /f /rr, r / / .\\ v/�, //( ,14:-- ,,;, r r, ` " /:�
1 f i,, +
rCULVERT//
�\\�
M�
`^ /, II I I \�cn } ,°`•/ltl �rt4��;t � j INS,'./4(�f —=� = _ -Ai /� ,t"^ �� `�1(t, \(rr`�CHECKED
�, - �'
I(1I_,r
- / .\
\lis t\o..�.4 f11,1 p�"' / r 7 \\\ =;/-A r y/-; , jd 1. / rr 1(�\`� \\W� 1 \
•
�� f
SITE DATA
TABLE:
�� /111
/It I�/il t7/fi1�
1
errs" /` y�)o tNsrrr//lire, ! lsry ;-� -` � . •,f / „i`, , r ,`., s � ;�,
: ,•
>,�, , s I'F`��t\� `i; t .r'/l %—� t)�1� ,\ ....
SCALE
1..=600'
TOTAL AREA:
-r,1//1// l�J.� ) a • p`,
r/ // /lf /(/
..t /(tj 1 /r��� 1 r
.� 4 t 1 / ��
i 1 1 1( � / i�'rr t'���
I1 \1 ►t \0 1tbr.L
t 1 t if) S. f. 1 t(tr ['(r-�,
1t 111 i flll(//{1(( }vN •, =:.—,� -4 6.-
_z
?- ---: F i 4-,-..re ... ,,8'•_'- \ i y�?,i'
7 - /�i �, //r_ \ /lll////
n' . , •, �� ,� / _ l (I
v ` ,,, ,� ,.. /,u „ —_ -.�r� }
,,,
5.�\, fly I' � r % ,� � \
/J �r '' J�I wA
! �„ l� (d . °,.
S ,4 if -, '1
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
EXISTING CONDITIONS
207.9
TOTAL WETLANDS:
10.83
TOTAL OPEN
2.9
TOTAL STREAMS:
8,455
ACRES
ACRES 471 620 SF).
WATER (PONDS):-
ACRES (126,420 SF)
LF
• -
>
v
-�
) 1
/
v
v
\\ 1(
(
\\\ 1
\\ \
511 1
/ 1
/ /
-/�
r ('
(
I , (
�y�=<�
1�
�1L1
v1
1 a
11
//(\\ III ,
y t _ _�
\ •\ 1 Id _ _
1 44 `
1 ...
\0 -
/ ( .^ —\
/j rrr -- -
/ ///l \1 IMF
/,��/ A �iF\
/ // 1 Nr { A '�naa
.f/r li / / =
\l r" � ABL
\ \-� ,�P 063Z1-6-B2�Z
\ {y[�/ / 6 9 �3
I�.�. 6�P
i , /� v
1 ,. �i'1
1
-�\'`
��__ `�,�
NA ✓ . -.1 t SrtI.1
—‘\
�\ � \VJ .a .O \
rr, v
\ \ \ 47 -'
> (\\\\\ \\. t \�' '�� 1�\� t_ ✓ s„� ` .....I
( \ ! t 1 f� Y ,`+t- =-t i ' ti- -:
)1\\\\ \ 1 I 1. 0J .�> ,--...,..,„,•,..-_,.
` 11 C /�r h.t\•�f
s \ \\\ ( 4 - --4.-- -• (-`h > r -
- 1 \\ t f\ •
i-\•�,,. c ,�1,• \ I ,
_ r t '` ' B 3
vae Y \ \ -
\> `\ ��
s � � ' '.;,:::-,\„, •` gy5�9�
@�B^ Vl ti 4!',nf
r �A V A"t. / '
\\ a.\:mot � /
.1 _ v v ., v ,�
,� 3 ], -w <L \v v� �tt . / � � J,:
'� .0,2 L tvvv vv.-e l ��/�
1�4 \\ 1Y re • /
�>1^r , w "'�..g ,�.,,,. ..,;s �.A
/ ..�
ho s Av w. ✓ (net ��'__-=�"'•1b
_
� .. , / ~i\\ " _ /� %/•G -.A-- �1- - \ may;\ (
_; . £. �,� .�, ;,�\ le
1 •', r / ii0/// �l///- -., \i 2 tit!
-�� r \ r t`%� l / r/ -\\ M
--4- i& er \ ' / • \ .. i� 1 t 1! t t /1/ /- . \ \ 41ij'
�.. },\ .; r \ 1 ,� (t �a�l
X,- -`�� 1 11rr1 t I( II 1/rf, ,, V. ,.� \�. /i/,
` } (c( ) ti
- yam-� ; \\ �///11 i1`10. - \\ \ t( r *\ �1.: C,1 4
� `��,s Wit,„ �/ \1 Hoy, l �jr ' )11,10 (11 trlr r/. , ; , ,. y�--
u ; \�. i .\1 ri II / �\ EXISTING
�";-• 1 It' yyl/ --I A t(f 1 J r
- Irf �ft1 TiliaWETLAND
.�,x; z \) �: 1 � \ :-. I // All
,i Re�"�.- .2 i�./. v .✓/ _. ..� u (1 If r7� {.,< iy
1 A A
- , �l%\\ (�� a 1\ \
SITE BOUNDARY v v
z :,. �� v� .��, // / -: A aRi ,1�111�11(l• � f 1 £ f i a i►
t - \ \\ r .. / 1
jr(,'.t��� vv v
}1�l s //•- - ��, \\ t\Iv>< �.:5 r, �/� �J�_
(/ r /�;.. � !_ �• (
v =.. O j� ti \ s rAT-r-q,,• A 1 \
.i "'"7y•
///y /1// _� ,
/r (1 ;'mot , /f
f
(�111j 1t I _ _ t
t /� (t1 f �
.t / �Pr1(�/l �F f f \
INfrt,hl 1601,l£I'1 / ;, _ ��
,�/ r'�,
��i f
�! ' /� \\
4 ^ �/ /
',� . ///tom 1 )1
/y/ / r � \
- ti• r 11)
,1v� / / // AA\ {
1 � / t
/ //l � � // , ``
,�;/ ����
'� � t\J/j 1\
\\\ � 11\
/' f (i* 1 I
A� (...\‘ (.9») 1 /� /�
O\\
\ \
/\
\
C.
' t'r
�1�, +`, . \
`i. . \ V� \
,, , +` t \
,t yY, r •-•
(• • . t
� 5 \
''
, vv 1
11 fI
sty !/// -,
11 t �,�,q • f /
;441 _
I I \\ \\\• '\ -„ .' .,q.,\ /± = �- r-T a=-�• .t f%/, �` `\\\\PAC 04Z-746s4+oaf`t \ \ \ l��\� 1�( \\ l 1\\ Jr/ f\�L •� rIJJ �,1 i /
► lam �- -1 EXISTING POND, ..,.'�pp',)y,�0`.�"1gr ern 11t���_` 'i// (� . � y.,TV/--;:rim zt,.4a -1 \ \\I1.1H r "� i 't���\% \
LEGEND
/\ '' 1)// P(,`.—\ = \\ _ �-z\\"rj..•,° = �;%• _ \"'o\,, ,..Arc '' - �/ rr = 1�`) -.� �''' \. ,
V A \ ._ /� \ L 1AA vv :".:PC �. � i"� C V 1 �r /j •� /� ",,�� ,,,..3.,,,,,,_„,-*-.,,,-,.,..�.% ft 1.
- a- / ^'
_ „...:,se,...,�,,- .oA \ k•.:+\3�3 •
t �V ' ✓/// 7 V�� v..-, _ �� s71 A •v )) a,V�-• r ..'`� _'' .. - _ `„' �, r "'G ' �`� '� "� , t ( \ •
�, \ 1GGiT / \ \ �\ \ r
1--...), -�/
_ 'l /,
`__�a l/�
-
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED DRAIN EASEMENT
,Y
i'
_IA
� _� ..r �V�r�\AIV V \ ��Ati, �_• �� ..�1 �.. f /
A VAS \� '/ 1.� �'wn"�•8-s ,a o� �.�
-i �� i-//-/i''1�\\/ 4 ` `�1 zz��8¢ ° ,-.` / �,- ^^ '\ \ ` \ __. l t'Cl ...�'
1 i "'Al 1 t l w. .r.. f f // .� \. z 1n 11. \ - •"' /•cam \ "-� \ v.�•:. � as \ r-=-•` '
\ i 1'. �w J _ 1 3� \- 1 S ,- \\ \ ` ,� \ \ �i \ \\1 ��s" , ` l � l \ ( t+
\/ C- ^ E . \ .�,. / ,� r ✓ p \ \ \
4.
W W W W W W
r W W W W W W
WETLANDS
, , /' -
1 \ EXISTINGr \ -
''-e STREAM -rr z _ \\ �,� _ ; ✓)_ \o, t �`'a }`';- '� 1I /�%�`\\ II l - /�,• ��
\y\`\ - -. / r�J` \ — L J \ J t \ r /i1 1 tt / f '\
1 /t11 �7 ( 1 .` \ \�� F '� /~1 \ 1// i _..� \ / •
rr J�� 7 �\
ff // { \ a� ,1 /rF� l/ f
EXISTING POND
\ \\\�
— , ,- ,. /,- ., �-�' 111
'I :- \ 1- - N, r/l/ '�\ i tt\\ \ - /
' I rii (l \ it \ - / r \ n\
` ai
��
/ \
.� \\
ti ;.C,
_l -/
,
k . s r /) >/Jll\, )\ r 1 1 rri'� i/ \� �I r ( �\\' fr ,.j,.,� tom,_ - �,,..
\ \ ter/•. / / \. IN
11 fII I %/ ( 1l +� y . \..,.
/ �°-' 41 `�/ J11) I I - ' \
, — \ c (I 1/ ~\ ` I II ✓
1
EXISTING STREAM
a va:'
, I / /r 3l' )1 ___ \ \\ t, I l
/ \ Y //r
yip I0,
l°r / N. r'z9"', _ , �/ //v �t y
/ * � �. \` / r/ \ l I l' 3; \ \
/ �\ \ 1 1 _ _ f ,
\\ay\1 \r (t \ 1 1( f� I / / �1 1 IIII ( ill �\ ,
\ �l� l\�/ f
tit b -_ >• /
\ (.- .A -� Lr
� / \ J ,tie / y/ riF, -\ ` - sr) ti a l 7 \ _ \ / Illl - )1/, �f
�t /11' (\ \� �// vvvv �/ �,1v�1 /pf 4nv�.�� �1/�1 )\ / F_�. ,1►�R}>li �It'/ .24 / if� r r I �' �� yt�\\\� ' / 1/ 1 Zr r .
,ILLII,,r \lam/r\ — ti .�'-'./.",,�;.,, / r .I �\�\ = - / ; \ 1 ',
�M
�/4.
„_
,,,,,-,_-_-•
�\
p'I , I,\\ / �� / i r \..? . y / %
L / m ti\ .•� ' � /: �^., 1"z. � • i� r r%
- / oe► -ra / airC-.%//;," -
, ,:" 1 )
rB 6 11 ` \ ��rJ / / / _ \ / , 1
/ \ r / / \� \_ 1 / I'.�
�� - - -_r. _ �/ \ /% //"." ,'' ' r 4, t
-- I`�� \=
SCALE 1 -600
0 600' 1200'
/l-". . / -� - ,
.. t /%� \\- // 7 / / i/ r / 1
- \ f, � � , /� �- ✓ :-+
, /, vv
/ \�— � � ,--, . ,' _-'/7 — ��- , /r ,f,: r c r/, / v —_—/
' // v A! �� ri1 "1 •� ' '/•'''�% /// _ �'R' fib j/ / /// r — w
/ I ! M t\ i�f�//t:�r/l/ /i/iir i� /r��/i / r/ -'/ r/ \� \
; //_ 1 li (1fr J t� �' lilr v� 1(�/fr �- ��/? �/i // / -/// // //�!w \ -\\
'- \.... ` ' / v c1'J/I lit 1 r . , i ,z /i/ / o. _-\ \`
Ili t - _ �/
/ ` III �; , f"tI( 1(�// / L ) / - - I /- // \\ \\
-1 II \ ,, .r t ! r�lt{ttt f) ./ ��tl It /i , - EXISTING WETLANDS . _ // - \\
-i -� f v ` i f / / /^ ' .. _ / // = / / / _
�///
1
\-��.\ \}/ /� / .
�`
-"5s�-vv�11 t /, )(1/,/ k . ' /ill 1I(( M� F 7 A
_— --- 11///!,/ I 1 /// ( /, v —
"\ �//7t1, �i �11 —�
I/i/., �/( �� r //' /�J �,/r��v v
f / i r;;;-%��� (1 f(� r r \ )1
r r� \//r--_,\\;r
- ..../ r (/\\({( (. J/,�\\\\\�►/ ) I I II r \ //^ \ It I/
- \ / \\ \ v �- N„ r �-\\ \ 1 / /JJ! !1 (}l✓irf \}111 f
/, �\\ \ \\\ --• / /=-� \\ r r Il ll \
Know what'sbelOw.
esa - _ _
�..r /b t , 3 55 f .\ -- �/ // \ • / \\\\ / i \ \ I t `\ )
"' /�/,` ! t y_�/rPk �" ='if ' // _ _ = J/ \ �% / \ ����- rl \\\ \�--_ /l
/ �_ ///) /
1�Y�1
JOB NO
CaI I before yErl ou dig.
a / i.
(t( (`�f�cr/
y 11 }4 r } r T /
*7'�'I.r_
ti / 4
/ l
t £ f ; / r r fi,
f "�a'
�- -
�\
!1 / Jl�j f�
`
•, \ // \�. / // ; \ . - \ \ �y // �- // \t
/ // \ \/%(js('
�. I 1 / _ \ �_/i \ \ \l45458
- ._ )1 ///�%/ \\� _ r// - \�\\ \�
/I //\ �
SHEET o.
cwI 1.
\
( i
,� i��(s r � s . �-
A' , �Whq 4 0 \ 1
/~i .\ \ I.
ram'_
\ K }
Y1@ry� .r ANO ii��
111 I'14N VII�VTRnII \
�\ N/F 1 (' 1 1 / / \\\ — �/ ^ 1 ' �n I 1 1 \ r I ; \\ 1� \
LE t t I,- .. \\ _ e s .... r / _ _' ' /// \ �-- A. \mac \\ p `�\ _ \\`q\
� $l �Y / \ \ �- r� 1\\ \ , r-/. /—� ~ �� .�\\\`\��.\\- \\ �1 .1 s-ti.Yl\\\

11'
//�j /1/Illllillll��
_ `�
\��111 r � ������ ''` \�.,,1s
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
WETLAND & STREAM IMPACT LEGEND:
= �\\���l fr\\�`\\���
=_ �; -�/ // II/ \, / , 1�` /,,,p)) _
- _ �ij // I 11 / -�yi/
`\��\\/ \� _
i '�1
\\ i �- 1,, \\\ ll\� l` /� _ �Y
\\ \\1\ \� >yi/" i !cam: 1111 �l �; 'f
PERMANENT WETLANDS GREEN
p U TEMPORARY WETLANDS - PURPLE
- i
i — r f/ //� I �„ /f/I/\
/ — l Il\`1 I`-` \`-
//� v vv ,6 __ t'� �..-- �A
^. � �,� =_ �;:�_
1 a /II/�
\ - \\\\
"�i 1 / 1 �\ /. /% -� \, Il \ ; /
Ill/ i / '/; /-- ////i . .—.4 N/
{ n ri z-s �`_� /
y ,�\ � :.% / � rr s
�'%�::
,i !r �1\
\\ \`\ 1,+ 1\V Sf}ill)l w y ��
_�\\ \ , \ \ Il \��
\1 V\�11: k':e 'F�, ' 'ram IIISSI,
1 v�� �
IIIIMIIIIII PERMANENT CONVERSION TO PEM WETLAND - ORANGE
T ETLAYELLOW
::':
—_� \--- ��-
\�v vv� �-r 1 v v ,
.v -. 7. //- � \,- \ i � - /
I /// / \ ��
y�
\�\\\ / fl // _ r I IS II
� � � 1 1 1\I 141 III
vv1111S S \v. - "� ' I ''). v,*..) -,)�{ I111�1111
ti 4111111 IVS � v = v 1t}s; )Sa1 '� iY!// Il //l/////1/
> �� _• v ::1
/ % l !
\, \ ' '' v 1 f . `�t� t3•�11y41✓.Z•'111
:-.------ir.�
� �41 � � ;
v�1 �` ,\
�i � V\? lS)A 11._N)11\
\ /
Mani - RED
\ \\\\L , _- / 7i, A \\\ \ \\:4 r 1 11
\\\�>- / 1 + l
` 'si-� �111 \\!\ f 1\\ `' Itv - t `�` .� llllllfff
\ 12. ) I �j1V
!,tt ,arr• /
1
�
-- �,�
' = ,�r-- `\ � 1I(Iq II\i \_
\ CWI-2.9 1 �\��'� \7\/_1 1,1y '
Ilp,.-.-.-.
'�'�'�'� TEMPORARY STREAM - BLUE
j
/\\\\ �//
1/�
�--�
I
2s(iil F
�C
\��` / `
link d
i.,
�/lif{
N \ �1 \NO
""'
,l
1
/
I/%
///% �,,�� !_r
Y�
J
r- ts&c ,,41 _ 1y)/�1�11j1�111``\y}j
\ \ r\
1 /
�'
-.;.;., LOSS STREAM CYAN
, / -
= s' ^�j 11 j Ii
/ I
j ' f
." , \\ / /�// I I ,
/ %/ rill 11 11\\ I11 // 1
/1
/-�i,,
\ \ \ �`Yl"►'
i \\ [ /o�> \\\\ \\ } \\ �Q.�
.�-.�. N` �lI
; > `�\
r rYi'� : \� / K (j IISrI/ %/%�f111rtl�
►`'< ~ , ^...1''! I 1 III lI r.. . 'ail'
it . \ Awl o \\\\\\� �r�I•. �- ' /� % r'f / rr - ,,,,
\\
YOUR VISION ACHIEVED THROUGH OURS.
.
1j%j j
Z
Y
I
/:I,
// %(�" ,
k 1 i
' \\ \ �`
,v �v v111vI
\ \
41 \
1 11 AkV• VAA 1 ' 4' d it,--0.P.rk4ea �sa�s . I 1 ? (J�711) �b `, -, '��� ss. / //i + I C l�M'
1i• '‘)\ vIl 1111vv� 11 } ll �lri//�///l/J �'� r�prs� / /t.i 1%l �i�)1��1,����►i�1Y��(+" � ��. Sri/i//I� �v v1'�f �� .'
\ 1 1 \ 11 \l \ .1I` - { F; ; t // / , '1 v41r1'N <, > k^ `'� \ I : �/ .,-- r' I
\\ k \ \}11 4 " ' ' / h t
1t } 111I \ ``1\ \ It1�. r 104 `1,� I _
Ili)
I
c..j / //, 1..; 1
I I \ 11\1 \ \ ° fl vnf J �� f I.," s� N 1 11�1�� ��)7i1 �-i i i0= '°� ,
� }II A` � I l �f/ if +�
��/ 1 `
.. \ \S - / 144 '
i�,
�A I} j =
/il �Tr
l } ll"
A11�
� } 1 1 VAA v v v a{ J� \vvA • i alt �l���f'.��St� \� ia �
1 '�, _� i/ 11IS
\ I O 1 `' 1 A' *ry, �I \ {i � �aG �rfzt.: �j ®' ...,..„.fir,,,
V w:E2J1���(111���� 1�
SATE
os szozz
I
v II 1}
V "- / 1
,)l
A A \�V 1
\ \V 1
�
��! r I S 1 \\AA r �� �4i;�1
\{
trM f } I 4 1{\ 6 '' A raj Z r 1 I r Ill: - ► p fit,.
ti R . ( 1 ! ) )A . •�'' 1 ' ,,.1 �� r-
t �`
rl
,
i ' '• � � ..
..� < ,.. y
A ;e•�r'� iiili;
�" �; � �'
v v - ff 1
�`�
- .,:-�
tl I r I r / 1 (/ f •�1 r ro 11 ,.^- < ;�
1YI J J y ) s, �� fY '
/ of l '
, I ) fI
��� ///� v`1h "�• : �
:kJ.; f/i C eo
�
fi.q I �- B �i_!�,►
DRAWN BY
331
/ic
- / 1/
` 1..... f II�
1v
/ 1�1
�I l f l lull
n III / / ., s�6,,-t,4. v .Ad :=10�1vi 114�, \� 3� .��0.4.
�`ti: 1 ,, //,// . 1 }If.� .,1//i�v� ''-�titUJ��f)r1<:>✓Z:S,yyZ„ i11�1111111Sr
I1/ / r r' f i / ., l� 1 CWI-2 7 . 1 I >> f �'e' ,'
� ,;; , , ...:..:A! _
r. � /s 11 ll�lll l;l ���,'{{jIP vlt/r/� ww�_y, J ; --=�_� �` 1 �,.,,< �' ,...„I" I \ CWI-2.12 1 � �/r-�1,1�
�L I l 1• ' 1 / l A 1�•I
��1,1
TIMMONS GROUP .••";•••
DESIGNED BY
331
�
_/, 1 1 f t !� u M �I/ \ �/ �� - .ay����l�ll �l� l�
--
\ / It III. 1\ \0 L( tel t) /1 / , \.—i f Ji___—
1
'-'
/i` -,,, CWI-2 11 Q_ �%�
r
� 1( _
, 1q {I / f !
Ulf(r� \`�J1\\ r'� 1�.�\
� +{
�_ 1 /Ilf tr..././
/ . / I l } l l) l� ����((
/ // J� �'4
' // 11 %7 1 h . o
11
_ v ///{1 ///J%r, rl `\ .
-I l -/S
I 1
{rr,/ 9;1'Z7 1/1 !�! 1 '"�
t (\ ti a {w1' /� �-%
1\ / /, f Ig'.
1 1 I 1f ti aaA\ V'r/ � ter-
11 1 I I /1l 0 4 f! y -�
�11f1)11 1 y il� v
1 1 1/ / r� \ t 1 r., � /! r t r
11 } 1 S I CJ ! a ,
fir- ate.'. _ �/,,
1 �' >y �� 7 - err � ., c
�"- -NHS �x.."i ,/ j� i,
.� 1 'r.
�'� '`• `
n 4 K i q ,,
• 1 d
_.. .1 ik \7
F //��� -< ? I ,\`b .6.
�.� .4•r�i
h,.,;..-- s'ii' \
ma's` 1f
f_-_ _ Y 1
r✓�
Iria.1: •
> ? �>, �xa a _� , \ \`r
r �/ �1''". 3s �1,3/1l14 /,lfl/ % ? I
i Li ' I Y \
,: ss3-�\ .,„
/rl //1/%i /1-� J11
/ /�f i� //�CWI213,. .•.
/ 11 l /
' �� A ,�
v III 11AI1 S f e",/ / 1 1
�7,
CHECKED BY
Mvz
KBE
/ ���,1,•r rv-, —_-,.
1 l (t l !f
1 // v / I \ S \ Div , v �. 1v
!_i 111 i
i /�� 4 �_ ,. _CWI-2.6 •• I till/ //�/ �' , i . , ., , , l\
= A1 I \ Id - 1 1A \ v��.c�S h17�� 'r�`:r : w 1 :v i ,��*7 ,i I 1�:. 1 I /(///r Il / f �� i / �!.
1J _ \ V A\tit ! f� � j �1 ►1� ( ti ti !/ / rr (� " I �,I lv
i 1 �III,�!�.�
�
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
OVERALL ENVIRONMENTAL IMPACTS
vA V it
1 1 1 , ,- ,jvl) \�A\v il�`y }1j ti�,lv�- ��• \ �y�
1 '.
_ �l �11
__ �'�j
.� ♦. Ili_ �/ lull // �111 , l+t•"�
= �II
..--:-/
v�
.�/�
,/ 1 )1 r '/a _�/:•v,v1;;
v �.zti _ .. v
; //,'/ , l �-_- �r\, v v & 11 • -`1 _ •; -' • �
// / I}r 1 � ti �s ` .n.
! `
�� //), / 1A1A err l �^` 1 _-4 ,1��--1
'PNId•AMB� � 1�
(� �`
-
I 1—, I 1 /l l !1 �//��i</,' � ��.yv pA
, _ �1, cwI-2.5. f 1, v(Il u �, , Iv /
4/ (
�,�� �A "I irefIr�` % / -
�Jil� 1 rl�! ,� �. \ �\l -ii / \ \ � /mac-/ \ t�
a.. �.. I .� �/ 1 \ \� I/�%/// / / .�
1s' 1i
Y
/�tL\
I
I
1%
1
-r
I`I s I
\
v f "�
1
\ ���\
\ f
`11 ILA-5*``
Lr�Ash
1 \ (YeT -Az
v
44 \\ \ i ..9 �Sas^
11 i ��Z ' / -•
11 � ; r `1rt
h >,
1 /
r v
r
'"�{�11
\� /%// � \
\ /1/`,��
\ lv / // 1\ `•I
c � P c.,\l 4,,, = fir/
;• \zN\
�� v.. 9 := Z�•1 I K `
�'� �\ v' 1 \/'i i=� �� ��A
\\ �. \ � ti j / y. {��I1 \ i 5 ' \ \tip`_
r r 1\ w ;�'� \�•r'f� •R ,•�. �`! j �J/J,,, ? /� .\\ \ 1- i
_ 1 ti, \\ \ _ r/5, ��. �;,,.�
l ,,� a 4 i� \ l .►l�.troV. .4. ij ilt+, ttr ./......-,-- \\\\\�%� ,
ii1 .�Yrt , "' Z A.`r ,_ �.,� t1`}1 /iD l/ --c \\
r . Ir
1 O 5 ? ��- a"' arc! + l / 1 /r �
� _��= rsi;l� ;i r pA_-A-` `._ � ilk O 1 ��0� •,�
�` �`3 REIM 1 ., ..41414,9(I 11 1I(((I�r���' .1�y 1 r l\-� __ __ _I1,1**—
�. `,� A v!\\\'�7I����1"lift' l��] �� �_,rl�`�L`r
1._.i� 1Z-- ', ti �����!„ l.Ii�..`,�� I 1 ►
1� y61
' 9 ��. �0�' �� �ilia,
, i rII,
_I�,,,CWI-2.4
n '
1-1I
�111�
I '�►
CK II,/r'
4�
i
� � �I
�''4 1Q 1.,n ��r�;
: Z7?_''
�+`
�- .�
' I
pr.
gill
!\ i
\i.�'
}�
ti . \�1) J f/, / 1, �/
Il !, l�i 1
�' � / _�,t)/
� /�/ f
�r 1,,ma,
!\ �i / /,'. ; / // \
1 i S' f ;---/ir' i' J \\
/J /j f/ r� /, /� \ /// S1 \\`
// � -• \ - /
r ,
�� �` � I\�� % J % � 1 / 1
--.--:-_---_-.1.- P 1�II1111I �� , ' °
:2N/^✓//j/i - , e �.'
// - / t _:r
Wes; — .>�--_ r•�'t�i'
..:;,,
, 'ILF
('Y� i
�Y ( , �w
�` f ,�C
\ \ ' \\
, I
44
1k ItII
\ �(w 1l .
„� .,,i \
~ `'''/, /
_ ./ 1�
t
LEGEND
J
r` _ , / —_
�\\ l� />+;�[�\v _J111�11� I � � �%
���` /,r/,��p �y:. -�1I,���� �� ����
\-- -,/ 1v1s
-
r•�i'�L kila�4�4�- �t�a.
��;' ►�.�^ w �r ' ��� -
''.&r
, : 1
i' �c. ' `�f `(��'� �a //
— \� ": /
1 �.
/%
ii
1 - ; �:�y� 4>- =2$J�_
—► ✓ t,'-\ �IIr111\`�! •Ot l
//t'd� �! i�������lll�����1 (IiY ���r� ��. i �1'�1
l \'` .._\ \ �i✓� �I'1. \{
j\/f''J1\1\i� o
- • Jam/ `� \ t ,i ����°e•y k
���J/,r' G
1 a
lL.(I�, ��/ ��v'T•tee '�
��0.
��1.
i/ I
PROPOSED CONTOUR
- EXISTING CONTOUR
PROPOSED DRAIN EASEMENT
silk) /.
' -Li;j /l/ 1 ? a ,l_�_1[lliI` / J v� � w1l�lr Ir ( /� // � I �•�` lit) 'I-}1141'lrll = _//r Jllf /1 :-%.111-N---1‘..')i'l'''''''-
.... �.fl j� •1�.i1�°!=��:�7
Il.l, 91...) ,`�' r __.. ,,_ .�1rrr•_, !i ���. 11f %` // ��i' i •C,-1 I \ 1 \\1) i / �\ �%/�
\ - rl I ('I �-, - 1\
{\, ! tp v-- '� ) 1 1
i \ ( ( �vv\ })11�
`• Q' �\ F� / .�� .. ►J� 1
. Pr r .� �.�;
f aKs�. ji.
- _%s-\v � -'
1 am"iy^
WETLANDS
�-- , �J /5 / ' j /11
V %�
/ �� ,\ 1\ / / // /
I � /� /� v�tia t.�+1 1 1 ^� <�� 111 r//j Al /1l IIII I
�. i
�(Y
��>
EXISTING POND
J
- 1 .tom, \ ill/
y 't \. Yr III ` 1 f ,r 11 S fl\` l�-J,/f
�, III i r..1;'''
�\ , � -✓ t �'' � 1 f 1J1(\ 1 ; [``CiWI-2.3 1 f ii. ,. 4"i,\ Sti �'� ! . � ., \ } 1 \'N \ / J ° � 1 , /ir `)" \ `1111
w
1�
f /
d
EXISTING STREAM
Ci WI-2.1 1
\ 1/ I„oil 1• 1�.:.,, • /f ���� N.` Lf 1� i\��•�1` 1 111, J1 cif/11 / I I) �'�� �1\\1 \\ ' ✓ `� 1}Il•l
,..4,.!`~i
�� ��� �'l\�I
a n�I*1
.,.„
lr11 � r I f ��x�-�/ / / /J.'
,�"'�) % r'B I. 4c4` �ti- ,.../,--- �
\���
_.�
aYl %L'I''
SCALE 1"=600'
- ' „, �'�, % r,i
i • // \ \ j� '' } t ��_ �Lr•
/v 1' Ili �' �' `�''1,:. 3f•��91151
/- \ tlf ,G a- ...
"_`
"�� �r
/ / :, i ice/ /��, / - /---
- /; 11\\
c.ti 1 �fYy'�`NY /// // / r r� _ / -
��•,.?1�C . ,.✓ //i•//I1 �// // —., /� , I ��
) \ 5, r/i I/ ( L / -,
��,�1:�, sc. i /_� / peN1 \�\
= //- /�
l - �'� 1 i )/, lr//// (\ %l/!1 I S / 11j 111/f
_ ;\\ ,9', / I --' 1 �// / 1
%1/ /// —=Y _�� /!// / �/ yr
�— (r �/�
1 a { f //% ft
/'�/1 / le i% 1
// // /
��\
'
�i
/r%
.. :,v/,I-�
q 7� ' lit
CWI-2.2 \ it' i / -`I t 11' v/� Eu .!i`F•1.,
1 \ il� f�
.+� "
° Ire�i�
-� 1�
a • ! r 1 f \ 1�_ — /� - - \ , - �� \ } I II 1 \ `J /�^ ,
S-`' sty<f = _ _ f •� _� / _ �\ _ / r fr el ll\� ��\\\� } / 1J �I1 ✓// \
\ ` / \\� \ \l 1// / /1 111 t l /
,-1)-_-_-
1�1/ r
�,
/ -/
I `L
►11
li
p.
a•
,,/ "i1 1�`
/' �•-?,;, r _---
! r r � _ ��zzzz
I1 1 Af�l1� I Ill���
�L'nt�..
'—_�--
I f�
__ ^,J//�,/v/=
/ — =� — ii/— ` —
-:::;'.1..,_.:'/j
\ -ice _- - ✓' i- \` / r - �� /\�\\ ����\..////�//%� /1111 S
// -_ - - i/ �_ ~- / ` \ „\��\ ,�,//, // }I
\„col v / 1 // - r - = // " , v V°' /��
}1 l( ( \\~ \ _
an\�\ \\} -�
,A >1 1) �/
r
\\
►�!
{ ifs i .. ■■■■■■.r
.1 II -_ _ — : -, ` \ — ' — — \ —/ \l
1
Know what's below.
re >i,
/11,
s) /1} 1 L ti y� I �,
1:----
r�E� —
✓ _ } (\ t{{ t I�`J(<r� \f�
; ' Il // %/ - " \,` - \ , - // ' 1 \ l S
//I ��" • i t\`�\.�.
r \ -
GB NG.
45458
_al .iiiik ;0,1
CaII before you dig.
�
z
. d, >< - _1` f.�
'
- -�` ,1 1 1 �/ —\\\ � u ...._
�� r.,, . _ — . - . -
SHEET NO
cwr-z. o

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
o
ENVIRONMENTAL IMPACTS
WETLAND IMPACTS
STREAM IMPACTS
MAP SHEET
IMPACT NUMBER
IMPACT SPECIFICATION
PERMANENT
TEMPORARY
PERM. CONV. TO PEM
INDIRECT
TEMPORARY
PERMANENT NO LOSS
DATE
08/ 8/2022
(SF)
(AC)
(SF)
(AC)
(SE)
(AC)
(SE)
(AC)
(LE)
(SF)
(AC)
(LE)
(SF)
(AC)
(LE)
(SE)
(AC)
CWI-2.1
1
ROAD FILL
11,146
0.256
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
DRAWN By
331
CWI-2.1
1
DISSIPATION PAD
195
0.004
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
TIMMONS GROUP.•. •=:
CWI-2.1
1
GRADING
152
0.003
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
DESIGNED BY
331
CWI-2.1
1
5' CONSTRUCTION BUFFER
-
-
1,399
0.032
-
-
-
-
-
-
-
-
-
-
-
-
-
CWI-2.1
1
ROAD FILL
-
-
-
-
-
-
-
-
143
272
0.006
-
-
-
-
-
-
CHECKED BY
Mvz
CWI-2.1
1
5' CONSTRUCTION BUFFER
-
-
-
-
-
-
-
-
-
-
-
13
47
0.001
-
-
-
SCALE
N/A
CWI-2.1
1
DISSIPATION PAD
-
-
-
-
-
-
-
-
-
-
-
-
-
-
19
35
0.001
CWI-2.2
2
SIDEWALK CONSTRUCTION
310
0.007
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT TABLE
CWI-2.2
2
GRADING
93
0.002
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CWI-2.2
2
ROAD CONSTRUCTION
363
0.008
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CWI-2.2
2
5' CONSTRUCTION BUFFER
-
-
537
0.012
-
-
-
-
-
-
-
-
-
-
-
-
-
CWI-2.2
2
DISCONNECTIVITY
-
-
-
-
-
-
1,097
0.025
-
-
-
-
-
-
-
-
-
CWI-2.3
3
ROAD FILL
-
-
-
-
-
-
-
-
83
338
0.008
-
-
-
-
-
-
CWI-2.3
3
5' CONSTRUCTION BUFFER
-
-
-
-
-
-
-
-
-
-
-
19
83
0.002
-
-
-
CWI-2.3
3
DISSIPATION PAD
-
-
-
-
-
-
-
-
-
-
-
-
-
-
34
139
0.003
CWI-2.4
4
5' CONSTRUCTION BUFFER
-
-
41
0.001
-
-
-
-
-
-
-
-
-
-
-
-
-
CWI-2.5
5
ROAD FILL
414
0.010
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CWI-2.5
5
5' CONSTRUCTION BUFFER
-
-
366
0.008
-
-
-
-
-
-
-
-
-
-
-
-
-
CWI-2.5
5
DRAINAGE CONSTRUCTION
-
-
17
0.000
-
-
-
-
-
-
-
-
-
-
-
-
-
CWI-2.6
6
SANITARY SEWER CONSTRUCTION
-
-
26
0.001
-
-
-
-
-
-
-
-
-
-
-
-
-
CWI-2.7
7
ROAD FILL
-
-
-
-
-
-
-
-
124
573
0.013
-
-
-
-
-
-
CWI-2.7
7
5' CONSTRUCTION BUFFER
-
-
-
-
-
-
-
-
-
-
-
10
39
0.001
-
-
-
CWI-2.7
7
DISSIPATION PAD
-
-
-
-
-
-
-
-
-
-
-
-
-
-
48
143
0.003
CWI-2.8
8
SANITARY SEWER CONSTRUCTION
-
-
-
-
-
-
-
-
-
-
-
31
93
0.002
-
-
-
CWI-2.9
9
ROAD FILL
-
-
-
-
-
-
-
-
97
625
0.014
-
-
-
-
-
-
CWI-2.9
9
5' CONSTRUCTION BUFFER
-
-
-
-
-
-
-
-
-
-
-
10
75
0.002
-
-
-
CWI-2.9
9
DISSIPATION PAD
-
-
-
-
-
-
-
-
-
-
-
-
-
-
72
254
0.006
CWI-2.11
10
SANITARY SEWER CONSTRUCTION
-
-
-
-
1,915
0.044
-
-
-
-
-
-
-
-
-
-
-
CWI-2.11
10
SANITARY SEWER CONSTRUCTION
-
-
-
-
-
-
-
-
-
-
-
30
72
0.002
-
-
-
CWI-2.12
11
SANITARY SEWER CONSTRUCTION
-
-
-
-
19
0.000
-
-
-
-
-
-
-
-
-
-
-
CWI-2.13
12
SANITARY SEWER CONSTRUCTION
-
-
-
-
26,002
0.597
-
-
-
-
-
-
-
-
-
-
-
CWI-2.13
12
SANITARY SEWER CONSTRUCTION
-
-
-
-
-
-
-
-
-
-
-
72
796
0.018
-
-
-
TOTAL
12,673
0.291
2,386
0.055
27,936
0.641
1,097
0.025
447
1,808
0.042
113
409
0.009
173
571
0.013
811 Know what's below.
Call before you dig.
,111t3
JOB NO
45458
SHEET NO.
CWI-2.01

Ili �) / /' / /
/
/
/• 1 I I \
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
WETLAND & STREAM IMPACT LEGEND:
320 320I II / /
`I
)I
\/
\I I
/ �r
/ /
I
1 r
\I
I-111111,.. PERMANENT WETLANDS - GREEN
// i/I
PROPOSED GRADE / / 1 /
I+ I
� I I �
I-IIIIII- TEMPORARY WETLANDS PURPLE
315
315
/ / I
I /
^
��
Nnin PERMANENT STREAM - RED
I /
III.
/
i
1
���
.-.-.-.;
TEMPORARY STREAM BLUE
—• /
�j11!I�LI�/
�:�:�:�,
310
310
- / i �--
I,�i�
0III�/-
PERMANENT STREAM IMPACT 1
I I /
�
' : PERMANENT NO LOSS STREAM - CYAN
_
/ J�II►. _
Alii
iA!
FOR ROAD FILL
_�_�_�
�
\, �:I�a
. III
;;::►�'ii�
143 LF, 272 SF, 0.006 AC
' i1111i�
j11
Iltrila
ou
305
305
'� .
v!_
��
1�!��.�`
�Ciiil
=1111ii
iiillk�
�� i
i
1
►1 /
rigurAy0-4!-•—liotriiii,!--;....,a1!ll�
"""-
YOUR VISION ACHIEVED THROUGH OURS.
-- i
13
TEMPORARY STREAM IMPACT 1'1�"LEGEND
�
/ N.
300
•=
1
300
FOR 5' CONSTRUCTION BUFFER=lll1
-
=•■•"`�
-n°°°°jWO
1 -' 1
K
_
■•
„_
^ •,IIIIPM11111
"�-
PROPOSED CONTOUR
DISSIPATION
42
oo
13 LF, 47 SF, 0.001 AC i�0111
'-
----
EXISTING CONTOURPAD
4l
EXISTING
GRADE■■■''-��
1�1
�'�PROPOSED
DRAIN EASEMENT
�/�,�y
`�
IIIIE�.�
/
�
- --�
�°
)
WETLANDS
295
295
1C#
1p
• W W W W W W
\
/
� �Illlll�i
\W����
_����,\
�
I1I1EXISTING
Iiiirr
/�`�`1�■
`� I
�lA1l1
POND
���.`,1�.
111
EXISTING STREAMCO
Onl
N
M//b
1���-�J■■lOMM
,14
r '
i
ATE
Os/ s/2022
OM
M
OM
_
:::_=1
Uzi
�i�,i1
M
MLill.
.� e!
-_.,:r
s
1111_f�"
►
PERMANENT WETLAND IMPACT 1'
�
Ilu1�
-� .�
.,-
'._ice•■••
DRAWN BY
331
_
�11�11
FOR ROAD FILL
TIMMONS GROUP .••':'ti
PERMANENT NO LOSS STREAM IMPACT
1 u!•■�zu-
111�—
�.1
11---IIIISoe
a
-
"-40'
-
i1`��111.
�� �s
-
film
11,146 SF, 0.256 AC
DESIGNED BY
331
SCALE 1 - 9+50 10+00 11 +00 12+00 12+75 FOR DISSIPATION PAD
-11111_1111r
�uuo—
rr+
'1111
-
1.,-,.
4
c , / v / 1 II � 1� / / /"/" /
IMPACT
1
CROSSING
PROFILE
15 LF, 38 SF, 0.001 AC
�IIInI--.■■.
u►lva,c�
p---
y
z'
.■���/
'1,5..
PERMANENT WETLAND IMPACT 1
D BY
MVZ
0 40' 80'
. _
I1�
15Gi�
FOR DISSIPATION PAD
_��
-
HORIZ SCALE: 1 =50 /
...`�li�;
aoHe.
' 195 SF, 0.004 AC
SCALE
/ = 40
_
IIIIIZpA
T
"=5 --
II�I.�I
\
VERT SCALE: 1
�_
11111��,°`fi
5-
320 320
lai111MW1h'!IItt
TEMPORARY WETLAND IMPACT 1 i/�
FOR 5' CONSTRUCTION BUFFER
1,399 SF, 0.032 AC
t•%I
'�
!I,
-4ri
li
I
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 1
i'
-I`
315
EXISTING
GRADE
315
i 1 II I I I .
I
'�
315 315 I
'llh
a
z
310
PROPOSED
GRADE
310
0
1
0 50
PROPOSED GRADE
I I
/
PROFILE SCALE
310
310
\
II
/
,
•
305
305
PERMANENT WETLAND IMPACT 1
1
t
305
,��
305
FOR GRADING
300
300
�i
�j�IL
152 SF, 0.003 AC
/ ' "" 1
309.02
307.2
300
300
0
0
0.)
0
0
co0o
0
295
EXISTING
295
GRADE
IMPACT
9+50
10+00
1
NORTH
11+00
HEADWALL
12+00
13+00
PROFILE
M
o
0-)
N
N
0-)
ao
o
Mc
lo
6 o
M
"=50'
HORIZ SCALE: 1
VERT SCALE: 1 "=5
IMPACT
1
9+50 10+00
SOUTH
HEADWALL
11+00
12+00
PROFILE
BBNB.
45458
811Mau:what'sbelow. HORIZ SCALE: 1"=50'
r , Call before you dig. VERT SCALE: 1"=5
SHEET NO.
CWI-2.1

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
WETLAND & STREAM IMPACT LEGEND:
,m,, PERMANENT WETLANDS - GREEN
IIIIII-1 TEMPORARY WETLANDS - PURPLE
INDIRECT WETLANDS - YELLOW
LEGEND
1 /
Ji
jh 1`
I
PROPOSED CONTOUR
E
- EXISTINGOOSCONTOUR
PROPOSED DRAIN EASEMENT
V 111
ig,,,,J
//
1 1 I / - II i1 III
PERMANENT INDIRECT WETLAND IMPACT 2
/ FOR DISCONNECTIVITY
YOUR VISION ACHIEVED THROUGH OURS.
WETLANDS
�� I
1,097 S�. AC
EXISTING POND
1
J EXISTING STREAM
I
I of
I/f/\i
/
lil I\ I
/ I III %idii!II4/
A
.
ATE
08/ 8/2022
FOR SIDEWALK CONSTRUCTION i'wR =r� JIII'
r' I I
DRAWN BY
331
310 SF, 0.007 ACFemale'
I I
TIMMONS GROUP .••':'ti
PERMANENT WETLAND
FOR ROAD CONSTRUCTION
363
I 1/
/ / 1/
/_ I
— I �
// I \
1 1\ II
SCALE 1 "=40'
\
-
IMPACT
SF,
J
v
/•
,
\
/ !I FLr4�//h
0.008
I'II
11I
y
_
,III
11I ''
1�II
II
I `
fi
I
I I
�,
I
1
2
AC
I
II
_
i
��
I1
I I /
I
hl
�_•'
I� I
I•
II
II 1
ill
,�
1
I
I�
_
�'
j ,
1ii
I
I�',
�
1 1
/
'
,I�!�,I
`;
; �'
"
;, ��II;
C
J .
���
,
�/
� I
II
:
��
II`
��
/ Y
,,/4
\\ /
\ '
/
\/
PERMANENT
FOR
93
TEMPORARY
FOR
1- 537
,_ _
I
i
/ I I
WETLAND IMPACT 2
GRADING
SF, 0.002 AC
I
I ��
i 1
, _ ,
WETLAND IMPACT 2
5' CONSTRUCTION BUFFER
SF, 0.012 AC
I I
_ I \ \\ I
I
\ I
� \ I
DESIGNED BY
33r
CHECKED
SCALE
1 =40'
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 2
0
m
z 811
V.
40' 80'
�mCavi �
Ca1I berme you dig.
JOB NO.
45458
SHEET NO.
CWI-2.2

325 325 325 325 .' v _---------'/
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
CULV:RT2A
` r
320
320
320
320
— •
\1111\
r—r\
3
315
315
II�
315
_'��� _
/ �
PERMANENT NO LOSS STREAM IMPACT 3 i i�315
-
PROPOSED GRAD
I■=I
ULVET
2B ``s FOR DISSIPATION PAD / /
wil..m
I■■M/
fr
1
�■�_�_
34 LF, 139 SF, 0.003 AC /
310
310
. / / -- `
310
310
,
' CULVERT 2A
\
A=MI■1II==a
mmopj.omor-
"
CULVERT 2B -, /
305
305
305 ��
305
\
��
300
l
lg Lr
36" RCP
@ 0.52%
300
EXISTING GRADE
300
300
` ,�;6
�,`. i��� PERMANENT STREAM IMPACT 3
�` I \�.�♦` FOR ROAD FILL
- .1 `♦,��� ._ 83 LF, 338 SF, 0.008 AC
YOUR VISION ACHIEVED THROUGH OURS.
307.96
307.8
319.88
306.8
307.00
306.3
315.50
307.2
310.54
4','
K.
- DISSIPATION
PAD
0
Cs)
,., , t':�`;% 1j ���``�
VO
10 ot;',4,
i*' �I / �� —
�� � � \ 1 `` �
DATE
OS/ s�zozz
;i �� ��—J,D
WN BY
9+50
10+00
3 CROSS
11+00
SECTION
12+00
12+50
IMPA
9+50
C
10+00
T W
3
HEADWALL
11 +00
12+00'
PR
O
FILE
_331
4##
,� #`
TIMMONS GROUP .••':'ti
DESIGNEDBIMPACT
HORIZ SCALE: 1"=50'
SCALE: 1"=5
325
, �_,331
_
HORIZ SCALE. 1 50 _
VERT SCALE: 1"=5 - \` /
N,.-�'VERT
TEMPORARY STREAM IMPACT 3 `\
FOR 5 CONSTRUCTION BUFFER
325 — 19 LF, 83 SF, 0.002 AC
CHECKED BY
MAZ
LE
i""=40
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 3
CULVERT
320
2A
320
5 _
_
V - / It'
�
AL. i ,/ ,' 1 ''
CULVERT
315
2B
1
PROPOSED
315
GRADE
/ � ,�
0
I ✓ r
1 II
0 50 /
I I
/
/
�_
1, 1
PROFILE SCALE i
310
1
1 1
310
1
1
1
` `S'9�1
305
1
EXISTING
305
GRADE ,
WETLAND & STREAM IMPACT LEGEND:
300
300
daaa
PERMANENT STREAM - RED
IBM:
TEMPORARY STREAM - BLUE
o
c) rn
M
Of: PERMANENT NO LOSS STREAM - CYAN
O
M
O•
M
O
M M
•
N
M
LEGEND
9+50 10+00 11+00 12+00
SCALE 1 "=40'
IMPACT
3
E
HEADWALL
PROFILE
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED DRAIN EASEMENT
HORIZ SCALE: 1 "=50'
'WWW WWWWWW WW
W
W W W .1, W W
WETLANDS
0 40' 80'
VERT SCALE: 1"=5
EXISTING POND
oo Knowwhat'sb below.
EXISTING STREAM
H H
p Call before you dig
roe No.
45458
z-�d
SHEET NO.
CWI-2.3

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
WETLAND & STREAM IMPACT LEGEND:
uiui""i TEMPORARY WETLANDS - PURPLE
LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED DRAIN EASEMENT
\ \ \ \\\ \ I \ -1/ - I
\
\
I
1
1
I
V W W W W W .
W W W W W W
V W W W W W W
WETLANDS
N. 1 — \ \
\ \
A
\ \
\
\ / / /
1 / I
\
1
\
YOUR VISION ACHIEVED THROUGH OURS.
EXISTING POND
v
•l- - \ \
) A
\ \
\
<
1 I \
\N.
\
,
,
l
\
\ \
\ \
\ \ -
I
EXISTING STREAM
\ \\
\ , ��
\
/
A
\ \ \
v I
I
,,
I
V 1
\
v
\ \ `i \ \ \\\ \ \
I
\
\� /
\ \
II
\
a
N.
1 \ \
\ \ \ \ \
\ \
\ N. \ \
\ \ \ \ \ \
• \ \ \ \\ \
\ A A
\
\
\ 1
\
\
l
1
/
/
/
1-
/\
- \
N.
/
\
/
i
I
I
q
I
g \ I
/ I
i
I
\
SATE
08/ 8/2022
DRAWN BY
331
TIMMONS GROUP .••':'ti
DESIGNED BY
331
\ I /
/ - I
\ \
I
CHECKED BY
\ \ \ �alI' / /
I
/
SCALE
•
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 4
TEMPORARY WETLAND IMPACT 4 _ _
\`,
FOR 5' CONSTRUCTION BUFFER - ��
_
41 SF, 0.001 AC `
-n_ ,e
.............
is
\ /
4111
0_,r,
..
_._,_
. ,_
SCALE 1 "=40'
0 40' 80'
m
z 811 Know what's below.
Call before you dig.
:s'-
BB
45458
SHEET NO.
CWI-2.4

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
WETLAND & STREAM IMPACT LEGEND:
""uiui"" PERMANENT WETLANDS - GREEN
°°"umi"'—"' TEMPORARY WETLANDS - PURPLE
LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED DRAIN EASEMENT
V•V . •V WWWWWW
V W W W W W W
WETLANDS
YOUR VISION ACHIEVED THROUGH OURS.
EXISTING POND
TEMPORARY WETLAND IMPACT 5
FOR DRAINAGE CONSTRUCTION ,\ \ \ \� �� `
1 1
EXISTING STREAM
1-- . . . H
17 SF, 0.000 AC \ \
\
\\ \
/ /
I
1
, N
(
/
, 1
iT
o
\ \ \
\
\ \ �;
\
\ \
\
\
1 1L
���
���IIL\
1
/
\
A I
`
/
f
\ 1 /
/ /
f
(
J
1
TEMPORARY
FOR 5' CONSTRUCTION
/ 366 SF, 0.008
(
/ I
I /
\ /
/
WETLAND IMPACT 5
BUFFER
AC
ATE
O8/ B/2022
DRAWN BY
331
TIMMONS GROUP .••':'ti
DESIGNED BY
331
CHECKED BY
MVZ
, \ � WZ
I
1 1
SCALE
1„=40'
�W�
11
\
\—
�®
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 5
�v
PERMANENT WETLAND IMPACT 5
FOR ROAD FILL• -
414 SF, 0.01 AC \ \
\\
\
\
\
\1
v
;
\
v
v 1
\
\
\
1 \
\
;\
1
_
\
\
v�_�
���i�
�;
\
)
v\�
1�
\
\
\ \
\
1
\\
I
\
3 11
I
1
11
, \
\1
N
1
1
\
SCALE 1 "=40'
CD
1
1
\ \ \1 \ k\ — — _
\ N.
\ L — — N
r \
\
`�.
/ \1
N
0 40' 80'
m
z 811 Know what's below.
J
Call before you dig.
:s'-
JOB NO.
45458
SHEET NO.
CWI-2.5

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
WETLAND & STREAM IMPACT LEGEND:
uiui""i TEMPORARY WETLAND - PURPLE
LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR
PROPOSED DRAIN EASEMENT
VWWWWWWWWWWWW
V W W W W W W
WETLANDS
YOUR VISION ACHIEVED THROUGH OURS.
EXISTING POND
' Li
I /
\
H_ _ _ H EXISTING STREAM
� 1 �' _ i
` \ \ I
�\ \
)
1 I ` 1 '
DATE
OS/ szozz
DRAWN BY
TIMMONS GROUP .••':'ti
DESIGNED BY
331
CHECKED BY
MVZ
/ l
_ 9 /
/ /
TEMPORARY WETLANDS IMPACT 6 i / /,- _ _ ,
FOR SANITARY SEWER CONSTRUCTION r r / ...—. \ —
r
26 SF, 0.001 AC �r. `
0,,,,,,0"." ill
/ / '
r J
\ 4I (// / ^��
SCALE 1 "=40'
•
V
\
1
///i
\ l
\
1
%
SCALE
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 6
0 40' 80'
m
z 811 Know what's below.
J
Call before you dig.
,S1'-
JOB NO.
45458
SHEET NO.
CWI-2.6

305 305
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
I
EXISTING
GRADE
CULVERT 3B CULVERT 3A
WETLAND & STREAM IMPACT LEGEND:
300
1 300
295 295
;::!! PERMANENT STREAM - RED
PROPOSED
GRADE
�L:::::? TEMPORARY STREAM - BLUE
295
295
290
.1, 290
PERMANENT NO LOSS STREAM CYAN
PROPOSED GRADE
290
290
285
w ,1.,
285
LEGEND
IMM
�i=i
PROPOSED CONTOUR
285
285
280
- 1im•111
mmih
MF
ul
wi
280
EXISTING GRADE
- - EXISTING CONTOUR
PROPOSED DRAIN EASEMENT
CI
Z
—IIIW
wFI
II
WETLANDS
YOUR VISION ACHIEVED THROUGH OURS.
275
EXISTING POND
280
�'
28p
EXISTING STREAM
SCALE 1 "=60'
. . . —1
I
275
1
,,,:,:,:
n
275
co
N
N
N"
o
•
284.06
0 60' 120'
a
o
270
/8„
RCP
2.0o
��
DISSIPATION
� 270
PAD
N N
811
Call eFmeroudig.
OS/ DATE
8/2022
N..
t`
Cb
co
O
O
CT)
O
K.DESIGNED
IMPACT
9+50 10+00
7 W
HEADWALL
11+00
11
+50*
PROFILE
o
DRAWN BY
331
TIMMONS GROUP .••':'ti
BY
331
CO
N
N
N
N
N
HORIZ SCALE: 1"=50'
VERT SCALE: 1 "=5
CHECKED ev
MVZ
SCALE
1=60'
9+50
10+00
IMPACT
11+00
7 CROSS
12+00
SECTION
13+00
13+50
5-
�f� , - J / �\ /-._ /
j( / f
i i / / -
�� �� S
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 7
„_
HORIZ SCALE: 1 -50
VERT SCALE: 1 -5
PROPOSED GRADE
290 290
TEMPORARY STREAM IMPACT 7 \ ! / _
FOR 5' CONSTRUCTION BUFFER -� `` ' ,� /� // I r % �/ f \ I
10 LF, 39 SF, 0.001 AC _ �1��s���, ' r'/ / / ' / :' _, - l _ I
���' _ �►�\SI /i ' / ' '
f/
',4�,�,
0
I �- ��� >' f��%jfroc , ii - -
285
285
, - I
PROFILE SCALE -.......
� / = J °��``:\'J ; ‘` Is ,`,,`'`,•O�
/ CULVERT 3Bp��� ��` �� " ' -1 !; v ,
�� i ���� ��( _
CULV:
RT 3A
�IPEr�
ULVE'
- -
T 3B ` ' r/ - �, CULVERT 3A �```'t `�`` ' - ' -� -I
/ ,
/ \
280
�
= ,,,,
280
`` � /----
2 ```����. � �� \_
i� / - �' • -
275
III
III
275
� I / V�ra-* `,/�::�: ` t
_ � �\� \
�/ _'`, �� .!1��;. ; , i . \\` �� ��� , - - - \\\\ ,,
270
270
/ _ _ — % ';''����� i°' � N PERMANENT NO LOSS STREAM IMPACT 7
EXISTING GRADE / - - ,_\• �����1��;. �\ .- - �\ FOR DISSIPATION PAD
/ \ , - - `���,`� ��`��j�c.1r� `Q\ 48 LF, 143 SF, 0.003 AC
283.46
280.7
rr
rn
N
j�-/--:' -_ ,`��``,, `�l„\
�Aktatt
co
N
N.
N
PERMANENT STREAM IMPACT 7 , - ' I �� J
FOR ROAD FILL �i - `� - '
124 LF, 573 SF, 0.013 AC -
,
*Itit.`�►
8+50 9+00 10+00 11+00 11+50 r I i /
IMPACT
7
E
HEADWALL
PROFILE
�/ Ii /' ',-,�-- X' `� ,,
HORIZ SCALE: 1 "=50' / _ , 1 . , / / / .
VERT SCALE: 1 "=5
JOB NO.
45458
SHEET NO.
CWI-2.7

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
WETLAND & STREAM IMPACT LEGEND:
RIM!M! TEMPORARY STREAM IMPACT - CYAN
LEGEND
- -
PROPOSED CONTOUR
- - EXISTING CONTOUR
PROPOSED DRAIN EASEMENT
/ / - - - - - - i
! / " - �" / _ - " - " ..1[[��
/
MH 209 / / / / / " - - - — - / -
- _
-
/� ' " -
W W
rWWWWWWWWWWWW
WETLANDS
-- / .
"
r / / / / " " " "
/ / / / " "- - - - -- / - - /
[T0P280.73
YOUR VISION ACHIEVED THROUGH OURS.
EXISTING POND
_ -
-
/ / / ' _� _- - - - / _ - l "" . / '/ / / - " /
INV IN 261.51 (FR MH 116) / " / -/
/ -- -" / -
EXISTING STREAM
INVIN262.90(FRMH210)' /
/ -' - / / / / " / " / - " / ' -
/ / / ���i /
285
INV OUT 261.31 (TO MH 208) / " / f / - - .-- / //
285 / / _ -
o
280
280
/ / / l / �'' i — ' / — / / • / / / / /
/ / / / / 44.: / / / — - ......... — /' / / / / / //
• / / /// / / // / // / �/ / / / / /
' -- ' " / //
'ATE
08/ 8/2022
275
^
\
441 LF
8" PVC
@ 0.61
/0
275
/ - 30' PUBLIC UTILITY /
/ / / / ! / / - / / / /
/ ! ' / / / / // / / � / / EASEMENT - _ _ / / " " /
•
' / /� / "/ / / / S /
/
DRAWN BY
TIMMONS GROUP .••':'ti
270
//
270
/ / /
1-1";
// /—// / / / /
/ / / / / / / / // / / - / //
CHECKED BY
MVZ
/ - - / <<\ /
/ / / / / - / // / /
SCALE
.1 = 40'
265
\
/
265
/
—EXISTING GRADE / / / /� / / _ r J '
/ !/ / // / / ' /� ' // - ' / // J
/ / /
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 8
/
/ " / / --
'-/ �� ��
/// r�-1
/ / / j-/ /r "'/// <�l \�
-,,
//
`./ I. /-�i //
260
-
260
- � �.
., / //2 -
-- t-= J�/ ----
255
v
255
/ �!/ / �'`- - /�
/// / / / / / / r/ j;, / / // -
2�-
/'/
___- !-; ;_ -_
250
250
/ / / /� // / / - - - - - _ - -
/l r —� /• ! / 1 / / / i / i — % — — _ — —
' / / / % '` / / / // -- -, --_-- ---
/
co
oN.
co
�o
�0
TEMPORARY STREAM IMPACT 8 // / / /..-- � �%/ �� - - - _ - - _ _ - _ _ _ ` _
FOR SANITARY SEWER CONSTRUCTION / / ! / /- - - - _ _
31 LF, 93 SF, 0.002 AC / /// /// ////�/��"1/ / _ - _ - - - - _
8+50 9+00
IMPACT
10+00
8
PROFILE
11 +00
12+00 12+50 _ _ _ - _ - -� //! =_ ;; � - ; �/ / j --/ / , M H 2O9 - - - _
- -_ _ - - """' - ""=_-=_'' . ' -
/ ' - ` \ \
_
—
HORIZ SCALE: 1 "=50' -- - %/ "/� // __ ; - / — ' - /
\
VERT SCALE: 1 "=5 / /� -� /� /�', ./.: " "� _ i ; / - ' _ 1
/-////////// / -_ /_' -'-� /' i \ ��
/ / / / / /\
Z \� _ - '
— j/ / / / / / // � / / / _ _ _ _ = i — — / /I _ _ — - / _ I-
SCALE 1 -40 / / / / / , , - �,�
0
m
00 11
a
z �8*
40' 80'
Know what's below.
Call before you dig.
BB Ne.
45458
SHEET NO.
CWI-2.8

PERMANENT STREAM IMPACT 9
FOR ROAD FILL - - _ . -, l/ / / // //,�/ /( /r1:i\ 1
11'J /
97 LF, 625 SF, 0.014 AC / / j / / / / �j / / 1
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
-
�)
/
/
\
" /
®/
/ /
/
CULVERT
*k\
"�
—1
/ 1,�/�
/ /�/l
/ /7/ /
/ / / / /
/ //�
4A
� -
__%L �
'
Or�
- it
. - '
'� '
-
�l�I I�
__ _ .'�q��
4'
,
'\ \
CULVERT
TEMPORARY
FOR 5' CONSTRUCTION
-
=�r
••. -�=�••tyfTi•
•a , _
/
4B i�[
STREAM
10 LF,
r
'll
I PERMANENT
` / FOR
72
., (�
/y//`/ I
A - ryBt'1 =•
.' A a°s • �,- �
RyQ�1 C*--t i n-t
•�,� .d�4�,,} N- " �.
; _— -'
_ -_
IMPACT 9 _ _-
BUFFER _ - -
75 SF, 0.002 AC -
i_/
NO LOSS STREAM IMPACT 9
DISSIPATION PAD
LF, 254 SF, 0.006 AC
I /
___
—
\ J / \
/ —
-� / _-
--- -_-_-
__ _- _- _
- - - -
YOUR VISION ACHIEVED THROUGH OURS.
ATE
DROWN BV
TIMMONS GROUP .••':'ti
DESIGNED BY
331
CHECKED BY
SCALE
1"=40'
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 9
WETLAND & STREAM IMPACT LEGEND:
/ //// / / / i / / / •, -. - \ , - \ \
// / / �i \
::::: PERMANENT STREAM RED
/ / / / // / -
\
:k TEMPORARY STREAM - BLUE
/ / // // / / / % \ N —�\
y
:::::: PERMANENT NO LOSS STREAM - CYAN
/ / / , , , /\ I N.
LEGEND
PROPOSED CONTOUR
- - EXISTING CONTOUR
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
SCALE 1 "=40'
EXISTING STREAM
m 0 40' 80'
0
Q
Know what's below.
z 811 Call before you dig
llt�d
JOB NB
45458
SHEET NO.
CWI-2.9

290 EXISTING GRADE 290
285
PROPOSED
285
CULVERT 4B
GRADE 7'X6' BOX CULVERT
285 285
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
0
PROPOSED
GRAD
lb,
PROPOSED GRADE
���
irm�
DATE
OS/ S/2022
DRAWN BY
331
285
285
280
280
280
280
TIMMONS GROUP .••':'ti
M
EXISTING GRADE
AWL'
CULVERT
4B
�����
DESIGNED BV
331
280
7'X6'
94
BOX
LF
CULVERT
280
Aler
M
'a,
275
275
��� ��1
M_!;ff�
275
CHECKED BY
MVZ
275
@
2.53%
275
EXISTING GRADE
270
�g���■
1;1111,3
1=;
'�7'X7'
270
CULVERT 4A
BOX CULVERT
270
\I'/�II�
Ali•
270
SCALE
"v:1"=s°
270
...- 7
41"1?, -,I _
DISSIPATION
PAD
270
CULVERT 4B
7'X6' BOX CULVERT
265
265
CULV
7'X7' BOX C
RT 4A
LVERT
265
265
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 9 PROFILES
265
CULVERT
7'X7' BOX
4A
CULVERT
265
CO
oo
m:
�
oo
N
273.60
C°
N
280.11
276.2
276.32
N
rn
o N
gi M
94 LF
@ 2.53
N
NN
L
N
N
N
N
N
N Lo N
co
N N
N
IMPACT
9+50
10+00
9
E
HEADWALL
11+00
12+00
PROFILE
IMPACT
9+50
10+00
9 W
HEADWALL
11+00
12+00
PROFILE
9+50
10+00
IMPACT
11+00
9 CROSS
12+00
SECTION
13+00
13+50 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5 VERT SCALE: 1 "=5
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
5-
0
0 50
PROFILE SCALE
Know what's below.
811 CaII before you dig.
V45458
JOB NB
SHEET NO.
CWI-2.1 O

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
WETLAND & STREAM IMPACT LEGEND:
PERMANENT CONVERSION TO PEM WETLANDS - ORANGE
- - \ �� / i
\ ��
PERMANENT CONVERSION TO PEM WETLAND IMPACT 10
` �_f//
' �'//j� // //� /Q� / /
\ � i // �� /� / r ��b� / /
��i / r I I / r
►���� TEMPORARY STREAM BLUE
K�
\�
FOR SANITARY SEWER CONSTRUCTION
/ rr r �r r
, _
// l
1,915 SF, 0.044 AC - \�
. �` N �� yr
���� { r �� �\ _ /
�� `� -
�\ \` ` 1
` ` 10 C9p0 �-
`
\ ? . \ _ ,1
1 r_ / / ' i \ s\V,\\\t ,\`
6900 , - ,\� t , , ,
/
209 ��� �w V A 1 / / - \\ �� ` A '��
r // �I l /
I/ / r rr�*r r�
/ r
/ r r IrII
I r r I I I
_ _ y I 1
__-_.��. MH 208A.I
EXISTING CULVERT
,•MH
I �� I III„I�III
YOUR VISION ACHIEVED THROUGH OURS.
TOP 280.73
INV IN 261 51 (FR MH 116)
INV IN 262 90 (FR MH 210)
285 INV OUT 261.31 (TO MH 208)
-°
t
��- \ \ I I \
\ \ \ \ \ \ \ \ I ` \
\ \ \ \ \ \III
285, \ \ \ \ \ 1 I -
_
/MN208 'i-\\\\�\\ ,., /'
, / / / / , \\ \\ \, `\ 11
30 PUBLIC UTILITYe _ _ \\ \� `� 11 \\\,
EASEMENT ' _ - \ —� -c.1 ' \
- 1 ", / . ,' / ','- \ s ..,. ..\V
--I I I I II II11 I
/ 1 ( Ilq
I �`I II 1 1111�111I \ \
> \ i I tft\\
a , I i IA11\1 ,
280
280
TEMPORARY STREAM IMPACT 10
FOR SANITARY SEWER CONSTRUCTION
30 LF, 72 SF, 0.002 AC
DATE
08/ 8/2022
DRAWN BY
331
TIMMONS GROUP .••':'ti
275
MH 208
r
/
/
275
DESIGNED BY
331
CHECKE D BY
MvZ
270
INV
INV OUT
IN 250.50
244.15
TOP
(FR
(TO
264.98
MH 209)
MH 208A)
270
SCALE
1"=40'
MH 2O8A
/
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 10
265
INV
IN 243.40
TOP
(FR
257.95
MH 208)
/
265
INV
MH 207
OUT 243.21
(TO
MH 207)
/
260fOP
255.95
/
\
-
260
INV IN 242.37
INV OUT 242.17255
(FR MH
(TO MH
208A)
207A)
-
/
/
\
1
//
N /
LF
255
250
\
-Ji
239G900
10"
�i �.
52°10
1
250
1
245
245
LEGEND
_
-
PROPOSED CONTOUR
240
167 LF
148
10' C900
LF
240
-
- EXISTING CONTOUR
PROPOSED DRAIN EASEMENT
DID
5
VWWWWWWWWWWWW
10„
258.71 0
256.7
O.�oOQ
W W W W
V V, W
WETLANDS
0.5C
EXISTING POND
69 NCMV
P. N,p
CIS
f.�
MM
CS CO2
CflZ-1;
MN
Lc6
C'7 L6
C7p
(• O
CID LoCD
0 Lor-
C7
co O
0 t`
co
0 O
N,CD
0• (CS
CN0
•• C�
C
•
CD
H H EXISTING STREAM
NN
CN
NCV
NN
NN
NN
Cfl NN
CD
NN
NN
NN
NN
CD
8+50
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
0
I
0 50
SCALE1"=40'
PROFILE SCALE
IMPACT
10
PROFILE
0 40' 80'
L
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
o
Know what's Lbelow.
z 811Call before you dig
�-,d
JOB NO
45458
SHEET NO.
CWI-2.11

THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
WETLAND & STREAM IMPACT LEGEND:
PERMANENT CONVERSION TO PEM WETLANDS - ORANGE
\ \ \ \ \ . — — \ i
\ \ \ \ \ \ \ \ I \
\\�
PERMANENT CONVERSION TO PEM WETLAND IMPACT 11 \ \\ \\ \ boo` \ . \\ \ I \
\ I I \
FOR SANITARY SEWER CONSTRUCTION \ \ •\\ \ \ \ \ \ /
19 SF, 0.000AC \\\\ •�� \\ \ \ \ \•
\I, I \\
\
\ \ ♦ I /
``\)
\ \ \ \ \ �+ \ \ \ \ \ // V
\ \ \ \ \ \ '• \ ` /
• \ \ \ \ \ \ \ ii//'
\ \ \ \ \ \ \ \ \ \ \ \ V // /
\ /\
\ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ /
\ \\
\ \ \ \ \ \ \ \ \ /
\ \ \ \ \ \ \ \ \ \ \ \ \ \ / // /
\\\\ \\ \ \ \ \\ \ \ #V@ \ \ /
\ \ \ /
\ \ \ \ \\\\\ \ \ \ \ v/ / /
\ \ \ \ \ \ ♦ I. \ \ \ / / /
\ \ / /
\ \\ \MH205A \ \
\ \ \ \ \ \ \ \ /
\\ \ \ \\ \ \\\\\� \ \• \ �/
/ ' — — —
, /,', — —
/
' — — — —
/ % /�, /,, /—
/ / — 7/
-
/ / ' / - - /� \
/ / / ' / / / \
/ / / // /--\
/ / / // / / / -
/ / , /� - -
/ /
/
/ / 7 / / -
/ / / / / / / ......
7 /� / / / // - _ -
/ _
/ / J / -
--
/ / / _ _
// —_
30' PUBLIC UTILITY
EASEMENT
— , \
\
—\•
— \
\ \
___-"N
� \ \
\
\\ \
\
\ \
\ \
- \
- `.......
- N
\
N
—•
\
\
YOUR VISION ACHIEVED THROUGH OURS.
ATE
08/ 8/2022
DRAWN BY
331
TIMMONS GROUP .••':'ti
DESIGNED BY
331
CHECKED BY
MVZ
SCALE
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 11
LEGEND
PROPOSED CONTOUR
- - EXISTING CONTOUR
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
SCALE 1 "=20'
EXISTING STREAM
0 20' 40'
0
z
Q 811
Know what's below.
CaII before you dig.
...--iv,
GB NG.
45458
SHEET NO.
CWI-2.12

/ PERMANENT CONVERSION TO PEM WETLAND IMPACT 12 --,____./..
/ / � Ill
- - - _ - \ p �,/ `/ / !- FOR SANITARY SEWER CONSTRUCTION I I I'�1\ \\ f� %�
\ \ \ \ 1 26,002 SF, 0.597 AC I, I ` I
,1 p\\ \ 1 1 I I �` I \ \ - \ \ , - -'��
1 l v\\� _ \ \ I I I \ A , \ 1 I ,-,_-�
a \ .
�� .. 1 \ \ I `
- -= E \ \\ \ \ \ \ `\ I -;-/--,),_
�� \ \ \ \ \ I _ \ `
�' \ '4/\A/\ \ 1 / .// - ` -
\ \ \ \ / — 1
�� \ \\ \ \ \ /
_ \\ \ \ \ \
MH 203 v
i1 1 1 �� \.I:r
I ! \ 1 \ �\\ II,I��,I1`\�\�\\\\�l II IIII ,III IIII II�� I Il \ \
/�/ \�\11 \ �V11`,,\, I\\\\\\\\1111111�III1111,1,11111,11111 I 1 \\\ -
\ \ 1 I \\l�`,' `\\\\\�\\\ \\jj1lll' I II IIIIIIll1 1111 I II I� I \ \ \ \�.
' I I \ �', i '.l L \\`�� �� ��\ \\" \\`II,'llll,l,l,l,lll,,,l' I \\ `\ \ ` __
`1 \ \ ` \4r�.\\ \ \ \\\\\I\ II II III 1\ \- �-
\ \\\ \ \ \ \\\ \\ 11 I I I I I 1 0 \\
\ \ \ 1 \. \ \\ \ �\ \\ ,\ 1 III Ill 1 \ \ i
\ \ n11 \ \\ \ \A\ I, I I III l \\\ \ \\ \ - % _
\ \ \ `\ \\ .. \`\ \ \\ \\ \ \ \\" IiiI I 1 I \ \ \ \\\ \ --- -
\ 1 \ l \\ . \.\ \ \\ �\ \ \\ \`I\1 l l \ \ �\ \\�
\ \ \ \\ \\ \\ \ \\\ \ \ \ \ —
\ \\ \ \ \\ \ \ \'..---1.---::::-----:-;---'
— -- —
\ \\ \—\\\\\\\��\\\\\�\ -- l
\ \v vv v vv vv vvvv�—
\ \ \\\\\ \\ \ \�
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
YOUR VISION ACHIEVED THROUGH OURS.
DATE
__..vvyyvvv
\ . I —•
1 it /1�� 3 \ \\\\ v- - \ k • \''',./T ,
v� lamA A\ V A \\V �.\ •A. ...,: A� V 1 �1
\\ \\ \\\\\\\ \ \\ \ �'
\ \ \\ \ ' \ ©
\ \ \ \ \\\\ \\ \\\ \ 10 SDR-35 1, a ' ' . ' 4 / AI
\\\\ \ \ \\ \ /...
\ \ \\\�_\\\\ \\\\\1I \\\ \
\\\ \\
\v I 1
\ \ \ �� _
n ��� V� A VA �A �w �A VA VA _
10 SDR-35 \ \�= \\� _
* \ \ `N \\ \ �\ \ � —
% \ \ — —
� W\ `; * * * \ * \ \\ \ \ .c, ...-........_ ..-7-.-z------_-_---_-_,T-f.
1 \ \ \ \ •
DRAWN BY
331
TIMMONS GROUP .••':'ti
DESIGNED BY
CHECKED BY
MVZ
\\ \ \ \ \ .,.,
\ �\�
\. = \
\ \\\\\\\� \\\s\ \\\\> \\\\\\ \ \. \ \, _ i_.- — — I
\ \ \\ \ \ \ \\ \� \ \\\\\\\ \ \\\ . 111I! 1� —
\\ \ \ \ \\ \ \ — _ I
A
I" II III—.
. :: P !, ._
.::: : 1m ,I_=iuu
IIIIE=11111'.
—!
.I, _ \ ,`� , \ \• .1
V
ill IIT ,I= EXM H 200
\ ` 1
SCALE
1„ = MO'
\\\ ,� \ I R" 1��\
v \A AA VAA \ \ VA V \ ����V\�\ VA A ^ \.
:v\\ VAV`v�� vvv��\vvvyA�� Ir \MH2O2 I.
\ \ \\� \\\ \ \\ \\� —�\,„ \\\\\ \ i
vv vvvv vv v yv�vv _ � �vVwwvv\ vv\ v A /`' � 1 ✓
\
A �/o
/ I Imo/
— d ' `�'�,:. :iy'
1 — —
/ / —_�
// /� �/�
l
///
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIRONMENTAL IMPACT 12
\\ \` \ \ \\\ \\` \\ �\\\\\\`\\\\� \\ \ \ \
\\ \ \� \\ \\\ \- _--�\ \ \\\\\\\\\I, \ c I
\ VA \ VA v A A vv\ VA \VA AV1 A I A\ 1
1 /\/ ►� \I/ \I/ /\k ///I 1 1 I / / /
♦� i /Q I. 1 I ( I 1
v/ v i 1. 1 . I I / 1 I
vv v \ r I I
\\�\ \\ \\ \\ \ _ __ \ \ `1 \\ I \ , < \ \ / J„ I I 1 I I I I I I I I1
\\\\\\�\\\\\\`_ \;= \\\ \\\,i.\Ill�ll\. il,IIIII1l\�\`0\ . \ ' / I -/ \• \ \` \\` \\ \� - \ \\ 1 1 I III I \\ \\ \ I / Ili _� I I I I I I1
\ \ \\ \ \ - _ �\\\\\\\ \1 II Ill llll ll\ 1 1 I I 1 .\ ( t l \ /, 1 1 11 \I
-- �_ -
I / `\
\\\\\�� \, \ I \ ` `I '\
\,\�\\ ��\ ,\ 1,\\11\; 11'111�III�lIll,lll�lll,,Il'III,I,I�II �'--�� _ N
\ 1 \1 \ ) \ I \ ; �' 1 \\.
\\\`\\�;\,:� ; \_� \I IIIIIJ,61111uIInIl111,1 n,.l \.\ .\. / / J , \ y, /, I 16 I , \ ��� �t
\ \ . ` \ _� _ TEMPORARY STREAM IMPACT 12 1 I \ l \ \ 1 \ :. \ \ \ \ \ _ \
. \\ \\ N \ \ \`\\\ \\ \ — \ ` \ FOR SANITARY SEWER CONSTRUCTION 1 ( J I 1 / \ \ / 1 \ \ \ \ \ \ -� -
\ \ \ \ \ \ \\ , 72 LF, 796 SF, 0.018 AC \ /• \ _ —
\\\\ - \ `\\ \\\ \ \\ N\ \ \ \ \ \ \\ \ .
11\I\1\\ \\� \\ \\ \`\ \ \\ 1`I1 1 1 iI11''IIII' IlI1II1111II�II�11"illIIjI\�I 11'1III I I (III 1 \ 1 \� 11 \. I \\� / ` \\Il \\` \\ \\ 1 \\� \ \ -
.. . \ 1, I �„I Pi/Hi/III 1, 1 n1�1 1 I h III, 11\ I i / I -
WETLAND & STREAM IMPACT LEGEND:
LEGEND
PERMANENT CONVERTION TO PEM WETLAND - ORANGE
:NM TEMPORARY STREAM BLUE
PROPOSED CONTOUR
- - EXISTING CONTOUR
-
PROPOSED DRAIN EASEMENT
WETLANDS
EXISTING POND
SCALE 1 "=100'
EXISTING STREAM
0 100' 200'
0
811zKnow what's below.
Call before you dig.
�,�d
JOB NO.
45458
SHEET NO.
CWI-2.13

MH 203
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
TOP 238.20
EXMH 200
MH 201
TOP 228.27
INV IN 226.03 (FR MH 204)
MH 202 TOP 232.20
INV OUT 225.83 (TO MH 202)
240
TOP 232.61
INV IN 224.30 (FR MH 203)
INV OUT 224.10 (TO MH 201)
INV IN 223.02 (FR MH 202)
INV OUT 222.82 (TO EXMH 200)
INV IN 222.53 (FR MH 201)
INV OUT 216.88 (TO )
240
235
\
235
230
\ —
,
EXISTING
GRADE
,
,
230
YOUR VISION ACHIEVED THROUGH OURS.
5—
N.
225
-
—
225
_
335
L�
_
/
I//
220
10"
@
SDR-35
0.46%
434
10" SDR-35�/
LF \
-
1
116 LF
"SDR-3J
220
DATE
OS/ 8/2022
@ 0
25%
@ 0.25°)
0
DRAWN BY
331
TIMMONS GROUP.•. •-':
0
I
215
215 5
DESIGNED BY
331
0 50
PROFILE SCALE
210
210
CHECKED BY
MVZ
SCALE
H: 1" = 50'
V:1"=5'
205
205
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
ENVIROMENTAL IMPACT 12 PROFILE
N
co
N
o
N
M
N
N
o
N
N
ai
N
o
ai
N
N
ad
N
rt
ao
N
a)
L6
N
co
LrS
N
N
co
N
a)
co
N
ao
N
N
co
N
M
co
N
rt
LrS
N
rt
QS
N
co
N
N.
eci
N
-0+50 0+00 1+00 2+00 3+00
4+00
IMPACT
12
5+00
PROFILE
6+00
7+00 8+00 9+00 10+00 10+50
HORIZ SCALE: 1 "=50'
VERT SCALE: 1 "=5
811
Know what's below.
Call` fore you dig
JOB NO.
45458
SHEET NO.
CWI-2.14

PUMP ZONE
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102 I Raleigh, NC 27607
TEL [phone] FAX [phone] www.timmons.com
REVISION DESCRIPTION
DISCHARGE MTH STABLE OUTLET
(NOTE 3) OR ON BEDROCK ACTIVE WORK ZONE
Contractor will follow the following construction sequence:
\
250' MAX
ROCK SILT SCREEN
SUMP HOLE
OR POOL • Contractor shall notify Harnett County 48-hours in advance of start of work during a
time in the forecast.
period of with no rain
S��p j - -
G- 1Fq,y \
• Prior to the start of work, contractor shall have all materials and equipment on -site. For
utility crossings with casings, the carrier pipe shall be installed within the casing pipe prior
INTAKE HOSE to any open cut activities.
T
r • Contractor shall install proposed storm water bypass piping and storm water conveyance
liii�O�
ditch upstream of proposed storm water.
I , \\ , • During construction storm water conveyance, a temporary coffer dam on the upstream
411100-
side of the proposed crossing and pump water around the open cut area to the
YOUR VISION ACHIEVED THROUGH OURS.
1 I J downstream side.
\ f } } ) f • Contractor shall place the culvert or utility casing with carrier pipe at elevations shown on
DISCHARGE
HOSE
the approved plans and backfill in accordance with Harnett County specifications
a
g
DEWATERING • Contractor shall restore channel and seed and stabilize any disturbance with native
SEDIMENT PUMP =LOW
AS NEEDED species within 24-hours of start of work.
DIVERSION PUMP
SPECIAL STILLING BASIN RAW PUMP
DATE
o8/ 8/2022
WITH ROCK PAD BASE FLOW
NOTES:
DRAWN BY
331
TIMMONS GROUP .••':'ti
1. WORK AREA TO BE STABILIZED AT THE END OF EACH WORK
DAY.
2. ROCK SILT SCREENS REQUIRED FOR PUMP AROUND
OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING.
3. STABLE OUTLET TO CONSIST OF ROCK PLACED IN CHANNEL
FOR ENERGY DISSIPATION AND 45' ELBOW INSTALLATION AT
THE END OF THE PIPING SO THAT THE WATER DISCHARGES
VERTICALLY UP IN THE AIR. THE OUTLET MLL BE APPROVED
BY THE DESIGNER PRIOR TO PUMPING.
DESIGNED BY
331
CHECKED By
MVZ
SCALE
H: 1" = 50'
SENTER FARM
US 401 N HECTOR'S CREEK - HARNETT COUNTY - NORTH CAROLINA
NOTES AND DETAILS
Table 6.10a
Temporary Seeding Specifications
for Winter and Early Spring
Seeding Mixture Spedes Rate (lb/acre)
Rye Grain 30
Seeding Dates
Mountains >2500 ft. 15-Feb to 15-May
<2500 ft. 1-Feb to 1-May
Piedmont 1-Jan to 1-May
Coastal Plain 1-Dec to 15-Apr
Soil Amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer
Mulch
4,000 lb/acre Anchor straw by tacking with asphalt,
Applyor a mulch a straw.tool. Use 400gallonsckinof tackper acre
netting anchoring
or straw covered with pinned netting.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or damage.
Table 6.10a Temporary Seeding Specifications for Summer
Seeding Mixture Spedes Rate (lb/acre)
German Millet 15
In the Piedmont and Mountains, a small -stemmed sundangrass may
be substituted at a rate of 501b/acre.
Seeding Dates
Mountains 15-May to 15-Aug
Piedmont 1-May to 15-Aug
Coastal Plain 15-Apr to 15-Aug
Soil Amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer
yh4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. Use 400 gallons of tack per acre
or straw covered with pinned netting.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or damage.
Table 6.10a Temporary Seeding Specifications for Fall
Seeding Mixture Spedes Rate (lb/acre)
Rye Grain 30
In the Piedmont and Mountains, a small -stemmed sundangrass may
be substituted at a rate of 501b/acre.
Seeding Dates
Mountains 15-Aug to 15-Dec
Coastal Plain and 15-Aug to 30-Dec
Piedmont
Soil Amendments
Follow recommendations of soil tests or apply 2 ton/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. Use 400 gallons of tack per acre
or straw covered with pinned netting.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with
501b/acre of nitrogen in March. If it is necessary to extent
temporary cover beyond June 15, overseed with 501b/acre Kobe
(Piedmont and Coastal Plain)
late February March
or early
PERMANENT SEED MIX ERNST CONSERVATION SEEDS NC PIEDMONT FACW MIX OR APPROVED EQUAL BY DESIGNER
APPLICATION RATE 20 LBS/AC. TO BE PLANTED IN ALL DISTURBED WETLAND AND RIPARIAN AREAS.
PLASTIC NETTING SHOULD NOT BE USED WITHIN WETLANDS OR STREAMS
TEMPORARY SEEDING SPECIFICATIONS
11 Cal beforeyoudig
(Snow whars belo4110.
JOB NO
45458
SCALE: NOT TO SCALE
.8l-rd
SHEET No.
CWI-2.15

Appendix D

WILDLANDS
HOLDINGS U
Stream & Riparian Wetland Credit Statement of Availability
Cape Fear 04 Watershed
July 29, 2022
DR Horton, Inc.
Attn: Mr. Bobby Stuart
2000 Aerial Center Parkway, Suite 110
Morrisville, NC 27560
RE: Availability of Stream and Riparian Wetland Credits for the "Senter Farm" project
Bank Name: Middle Cape Fear Umbrella Mitigation Bank
Bank Site: Daniels Creek Mitigation Site
Bank Sponsor: Wildlands Holdings IV, LLC
USACE Action ID No. SAW-2017-00998
Permittee: DR Horton, Inc.
Stream Credits Needed: 904 LF
Stream Credits Available: 637 LF
Cape Fear 03030004 River Basin
Dear Mr. Stuart,
Wildlands Holdings IV, LLC currently has sufficient stream credits from the Middle Cape Fear Umbrella
Mitigation Bank: Daniels Creek Mitigation Site to partially satisfy the mitigation requirements related
to the above -mentioned project. The project is located within the Cape Fear HUC 03030004 watershed.
This letter is simply a statement of availability of credits as of the date written. Although current
inventory is high, the letter is not a guarantee of availability as credits will be sold on a first come, first
serve basis. An invoice for this transaction will be sent upon your request and we will formally reserve
both the credits and price quoted for a period of 30 days from the invoice at no cost.
Final transfer of the credits will be made upon completion of the Mitigation Responsibility Transfer Form
within the 404 permit approving the mitigation purchase from the Bank and upon receipt of your
payment to Wildlands Holdings IV, LLC.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.
Wildlands Holdings IV, LLC • Wildlands Engineering, Inc • 1430 S. Mint Street, Suite 104, Charlotte, NC 28203

WILDLANDS
HOLDINGS
Sincerely,
Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Ms. Liz Hair, Regulatory Specialist I USACE
Ms. Colleen Cohn, Environmental Specialist II I NC Division of Water Resources
Ms. Sydni Law, WPIT, Environmental Scientist I I TIMMONS GROUP
Wildlands Holdings IV, LLC • Wildlands Engineering, Inc • 1430 S. Mint Street, Suite 104, Charlotte, NC 28203

ROY COOPER.
Governor
ELIZABETH S. BISER
Secretory
MARC RECKTENWALD
Director
Bobby Stuart
DR Horton, Inc.
2000 Aerial Center Parkway Suite 110
Morrisville, NC 27560
NORTH CAROLINA
Environmental Quality
September 1, 2022
Expiration of Acceptance: 3/1/2023
Project: Senter Farm County: Harnett
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
(8-digit HUC)
Impact Type
Impact Quantity
Cape Fear
03030004
Riparian Wetland
0.932
Cape Fear
03030004
Warm Stream
447
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
cc: Sydni Law, agent
DeJa't Ie:l: n1 (11,-101,11..131 QUA iv
Sincerely,
AdirkJiitzvya
FOR James. B Stanfill
Deputy Director
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 West Jones Street 11652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976

NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2.1
USACE AID #: SAW-2020-01350 NCDWR #:
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5-minute topographic quadrangle,
and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and
number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions
and explanations of requested information. Record in the "Notes/Sketch" section if supplementary measurements were performed. See the
NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECT/SITE INFORMATION:
1. Project name (if any): Senter Farm 2. Date of evaluation: 06/16/2022
3. Applicant/owner name: DR Horton, Inc. 4. Assessor name/organization: S. Law - Timmons Group
5. County: Harnett 6. Nearest named water body
7. River basin: Cape Fear
on USGS 7.5-minute quad: Kenneth Creek
8. Site coordinates (decimal degrees, at lower end of assessment reach): 35.518620, -78.810056
STREAM INFORMATION: (depth and width can be approximations)
SAM-40A1-1
9. Site number (show on attached map): (Impact 3) 10. Length of assessment reach evaluated (feet): 148
11. Channel depth from bed (in riffle, if present) to top of bank (feet): 0.75 ❑Unable to assess channel depth.
12. Channel width at top of bank (feet): 4.5 13. Is assessment reach a swamp steam? Yes No
14. Feature type: ❑Perennial flow ®Intermittent flow ❑Tidal Marsh Stream
STREAM CATEGORY INFORMATION:
15. NC SAM Zone: ['Mountains (M) ['Piedmont (P) ® Inner Coastal Plain (I) ['Outer Coastal Plain (0)
16. Estimated geomorphic
valley shape (skip for
Tidal Marsh Stream):
17. Watershed size: (skip
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
(more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
Size 1 (< 0.1 mi2) ®Size 2 (0.1 to < 0.5 mi2) Size 3 (0.5 to < 5 mi2) Size 4 (>_ 5 mil)
18. Were regulatory considerations evaluated? ®Yes No If Yes, check all that apply to the assessment area.
▪ Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (❑I ❑II ❑III ❑IV ❑V)
❑ Essential Fish Habitat Primary Nursery Area ® High Quality Waters/Outstanding Resource Waters
❑ Publicly owned property NCDWR Riparian buffer rule in effect Nutrient Sensitive Waters
❑ Anadromous fish 111303(d) List ❑CAMA Area of Environmental Concern (AEC)
▪ Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
▪ Designated Critical Habitat (list species)
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? ®Yes ❑No
1. Channel Water - assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
❑ A Water throughout assessment reach.
®B No flow, water in pools only.
❑ C No water in assessment reach.
2. Evidence of Flow Restriction - assessment reach metric
❑ A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is severely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates, debris jams,
beaver dams).
®B NotA
3. Feature Pattern - assessment reach metric
❑ A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
®B NotA
4. Feature Longitudinal Profile - assessment reach metric
❑ A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming, over
widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these
disturbances).
®B NotA
5. Signs of Active Instability - assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
®A < 10% of channel unstable
❑ B 10 to 25% of channel unstable
❑ C > 25% of channel unstable

6. Streamside Area Interaction — streamside area metric
Consider for the Left Bank (LB) and the Right Bank (RB).
LB RB
®A ®A
❑ B ❑B
Little or no evidence of conditions that adversely affect reference interaction
Moderate evidence of conditions (examples: berms, levees, down -cutting, aggradation, dredging) that adversely affect
reference interaction (examples: limited streamside area access, disruption of flood flows through streamside area, leaky
or intermittent bulkheads, causeways with floodplain constriction, minor ditching [including mosquito ditching])
❑ C ❑C Extensive evidence of conditions that adversely affect reference interaction (little to no floodplain/intertidal zone access
[examples: causeways with floodplain and channel constriction, bulkheads, retaining walls, fill, stream incision, disruption
of flood flows through streamside area] or too much floodplain/intertidal zone access [examples: impoundments, intensive
mosquito ditching]) or floodplain/intertidal zone unnaturally absent or assessment reach is a man-made feature on an
interstream divide
7. Water Quality Stressors — assessment reach/intertidal zone metric
Check all that apply.
❑ A Discolored water in stream or intertidal zone (milky white, blue, unnatural water discoloration, oil sheen, stream foam)
®B Excessive sedimentation (burying of stream features or intertidal zone)
❑ C Noticeable evidence of pollutant discharges entering the assessment reach and causing a water quality problem
❑ D Odor (not including natural sulfide odors)
❑ E Current published or collected data indicating degraded water quality in the assessment reach. Cite source in "Notes/Sketch"
section.
❑ F Livestock with access to stream or intertidal zone
❑ G Excessive algae in stream or intertidal zone
❑ H Degraded marsh vegetation in the intertidal zone (removal, burning, regular mowing, destruction, etc)
❑ I Other: (explain in "Notes/Sketch" section)
❑ J Little to no stressors
8. Recent Weather — watershed metric (skip for Tidal Marsh Streams)
For Size 1 or 2 streams, D1 drought or higher is considered a drought; for Size 3 or 4 streams, D2 drought or higher is considered a drought.
❑ A Drought conditions and no rainfall or rainfall not exceeding 1 inch within the last 48 hours
❑ B Drought conditions and rainfall exceeding 1 inch within the last 48 hours
®C No drought conditions
9. Large or Dangerous Stream — assessment reach metric
❑ Yes No Is stream is too large or dangerous to assess? If Yes, skip to Metric 13 (Streamside Area Ground Surface Condition).
10. Natural In -stream Habitat Types — assessment reach metric
10a. Yes No Degraded in -stream habitat over majority of the assessment reach (examples of stressors include excessive
sedimentation, mining, excavation, in -stream hardening [for example, rip -rap], recent dredging, and snagging)
(evaluate for Size 4 Coastal Plain streams only, then skip to Metric 12)
10b. Check all that occur (occurs if > 5% coverage of assessment
❑A Multiple aquatic macrophytes and aquatic mosses
(include liverworts, lichens, and algal mats)
®B Multiple sticks and/or leaf packs and/or emergent
vegetation
®C Multiple snags and logs (including lap trees)
®D 5% undercut banks and/or root mats and/or roots
in banks extend to the normal wetted perimeter
❑ E Little or no habitat
reach) (skip for Size 4 Coastal Plain streams)
❑ F 5% oysters or other natural hard bottoms
❑ G Submerged aquatic vegetation
❑ H Low -tide refugia (pools)
❑ I Sand bottom
❑ J 5% vertical bank along the marsh
❑ K Little or no habitat
*********************************REMAINING QU ESTIONS ARE NOT APPLICABLE FOR TIDAL MARSH STREAMS****************************
11.
Bedform and Substrate — assessment reach metric (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)
11a. Yes No Is assessment reach in a natural sand -bed stream? (skip for Coastal Plain streams)
11 b. Bedform evaluated. Check the appropriate box(es).
®A Riffle -run section (evaluate 11c)
❑ B Pool -glide section (evaluate 11d)
❑ C Natural bedform absent (skip to Metric 12, Aquatic Life)
11 c. In riffle sections, check all that occur below the normal wetted perimeter of the assessment reach — whether or not submerged. Check
at least one box in each row (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams). Not Present (NP) = absent, Rare
(R) = present but < 10%, Common (C) = > 10-40%, Abundant (A) = > 40-70%, Predominant (P) = > 70%. Cumulative percentages
should not exceed 100% for each assessment reach.
NP R C A P
® ❑ ❑ ❑ ❑ Bedrock/saprolite
® ❑ ❑ ❑ ❑ Boulder (256 — 4096 mm)
® ❑ ❑ ❑ ❑ Cobble (64 — 256 mm)
® ❑ ❑ ❑ ❑ Gravel (2 — 64 mm)
❑ ® ❑ ❑ ❑ Sand (.062 — 2 mm)
❑ ❑ ❑ ❑ ® Silt/clay (< 0.062 mm)
❑ ❑ ® ❑ ❑ Detritus
❑ ® ❑ ❑ ❑ Artificial (rip -rap, concrete, etc.)
11d. Yes No Are pools filled with sediment? (skip for Size 4 Coastal Plain streams and Tidal Marsh Streams)

12. Aquatic Life — assessment reach metric (skip for Tidal Marsh Streams)
12a. ®Yes No Was an in -stream aquatic life assessment performed as described in the User Manual?
If No, select one of the following reasons and skip to Metric 13. ❑No Water ❑Other:
12b. Yes No Are aquatic organisms present in the assessment reach (look in riffles, pools, then snags)? If Yes, check all that
apply. If No, skip to Metric 13.
1 >1 Numbers over columns refer to "individuals" for Size 1 and 2 streams and "taxa" for Size 3 and 4 streams.
❑ ❑Adult frogs
❑ Aquatic reptiles
❑ Aquatic macrophytes and aquatic mosses (include liverworts, lichens, and algal mats)
❑ ❑Beetles
❑ ❑Caddisfly larvae (T)
❑ Asian clam (Corbicula)
❑ Crustacean (isopod/amphipod/crayfish/shrimp)
❑ ❑Damselfly and dragonfly larvae
❑ ❑Dipterans
❑ ❑Mayfly larvae (E)
❑ ❑Megaloptera (alderfly, fishfly, dobsonfly larvae)
❑ ❑Midges/mosquito larvae
❑ Mosquito fish (Gambusia) or mud minnows (Umbra pygmaea)
❑ ❑Mussels/Clams (not Corbicula)
❑ Other fish
❑ ❑Salamanders/tadpoles
❑ ❑Snails
❑ ❑Stonefly larvae (P)
❑ ❑Tipulid larvae
❑ ❑Worms/leeches
13. Streamside Area Ground Surface Condition — streamside area metric (skip for Tidal Marsh Streams and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB). Consider storage capacity with regard to both overbankflow and upland runoff.
LB RB
❑ A ❑A Little or no alteration to water storage capacity over a majority of the streamside area
®B ®B Moderate alteration to water storage capacity over a majority of the streamside area
❑ C ❑C Severe alteration to water storage capacity over a majority of the streamside area (examples: ditches, fill, soil compaction,
livestock disturbance, buildings, man-made levees, drainage pipes)
14. Streamside Area Water Storage — streamside area metric (skip for Size 1 streams, Tidal Marsh Streams, and B valley types)
Consider for the Left Bank (LB) and the Right Bank (RB) of the streamside area.
LB RB
❑ A ❑A Majority of streamside area with depressions able to pond water >_ 6 inches deep
❑ B ❑B Majority of streamside area with depressions able to pond water 3 to 6 inches deep
• ®C Majority of streamside area with depressions able to pond water < 3 inches deep
15. Wetland Presence — streamside area metric (skip for Tidal Marsh Streams)
Consider for the Left Bank (LB) and the Right Bank (RB). Do not consider wetlands outside of the streamside area or within the normal
wetted perimeter of assessment reach.
LB RB
❑ Y ❑Y Are wetlands present in the streamside area?
®N ®N
16. Baseflow Contributors — assessment reach metric (skip for Size 4 streams and Tidal Marsh Streams)
Check all contributors within the assessment reach or within view of and draining to the assessment reach.
❑ A Streams and/or springs (jurisdictional discharges)
®B Ponds (include wet detention basins; do not include sediment basins or dry detention basins)
❑ C Obstruction passing flow during low -flow periods within the assessment area (beaver dam, leaky dam, bottom -release dam, weir)
®D Evidence of bank seepage or sweating (iron in water indicates seepage)
®E Stream bed or bank soil reduced (dig through deposited sediment if present)
❑ F None of the above
17. Baseflow Detractors — assessment area metric (skip for Tidal Marsh Streams)
Check all that apply.
❑ A Evidence of substantial water withdrawals from the assessment reach (includes areas excavated for pump installation)
❑ B Obstruction not passing flow during low -flow periods affecting the assessment reach (ex: watertight dam, sediment deposit)
❑ C Urban stream (>_ 24% impervious surface for watershed)
®D Evidence that the streamside area has been modified resulting in accelerated drainage into the assessment reach
❑ E Assessment reach relocated to valley edge
❑ F None of the above
18. Shading — assessment reach metric (skip for Tidal Marsh Streams)
Consider aspect. Consider "leaf -on" condition.
®A Stream shading is appropriate for stream category (may include gaps associated with natural processes)
❑ B Degraded (example: scattered trees)
❑ C Stream shading is gone or largely absent

19. Buffer Width — streamside area metric (skip for Tidal Marsh Streams)
Consider "vegetated buffer" and "wooded buffer" separately for left bank (LB) and right bank (RB) starting at the top of bank out
to the first break.
Vegetated Wooded
LB RB LB RB
❑A ❑A ❑A ❑A >_ 100 feet wide or extends to the edge of the watershed
®B ®B ®B ®B From 50 to < 100 feet wide
❑ C ❑C ❑C ❑C From 30 to < 50 feet wide
❑ D ❑D ❑D ❑D From 10 to < 30 feet wide
❑ E ❑E ❑E ❑E < 10 feet wide or no trees
20. Buffer Structure
Consider for left
LB RB
— streamside area metric (skip for Tidal Marsh Streams)
bank (LB) and right bank (RB) for Metric 19 ("Vegetated" Buffer Width).
Mature forest
Non -mature woody vegetation or modified vegetation structure
Herbaceous vegetation with or without a strip of trees < 10 feet wide
Maintained shrubs
Little or no vegetation
21. Buffer Stressors — streamside area metric (skip for Tidal Marsh Streams)
Check all appropriate boxes for left bank (LB) and right bank (RB). Indicate if listed stressor abuts stream (Abuts), does not abut but is
within 30 feet of stream (< 30 feet), or is between 30 to 50 feet of stream (30-50 feet).
If none of the following stressors occurs on either bank, check here and skip to Metric 22:
Abuts < 30 feet
LB RB LB RB
❑ A ❑A ❑A ❑A
❑ B ❑B ❑B ❑B
❑ C ❑C ❑C ❑C
❑ D ❑D ❑D ❑D
30-50 feet
LB RB
❑A ❑A
❑ B ❑B
❑ C ❑C
❑ D ❑D
Row crops
Maintained turf
Pasture (no livestock)/commercial horticulture
Pasture (active livestock use)
22. Stem Density — streamside area metric (skip for Tidal Marsh Streams)
Consider for left bank (LB) and right bank (RB) for Metric 19 ("Wooded" Buffer Width).
LB RB
®A ®A Medium to high stem density
❑ B ❑B Low stem density
❑ C ❑C No wooded riparian buffer or predominantly herbaceous species or bare ground
23. Continuity of Vegetated Buffer — streamside area metric (skip for Tidal Marsh Streams)
Consider whether vegetated buffer is continuous along stream (parallel). Breaks are areas lacking vegetation > 10 feet wide.
LB RB
®A
❑ B
❑ C
®A
❑ B
❑ C
The total length of buffer breaks is < 25 percent.
The total length of buffer breaks is between 25 and 50 percent.
The total length of buffer breaks is > 50 percent.
24. Vegetative Composition — streamside area metric (skip for Tidal Marsh Streams)
Evaluate the dominant vegetation within 100 feet of each bank or to the edge of the watershed (whichever comes first) as it contributes to
assessment reach habitat.
LB RB
❑ A ❑A Vegetation is close to undisturbed in species present and their proportions. Lower strata composed of native species,
with non-native invasive species absent or sparse.
®B ®B Vegetation indicates disturbance in terms of species diversity or proportions, but is still largely composed of native
species. This may include communities of weedy native species that develop after clear -cutting or clearing or
communities with non-native invasive species present, but not dominant, over a large portion of the expected strata or
communities missing understory but retaining canopy trees.
❑ C ❑C Vegetation is severely disturbed in terms of species diversity or proportions. Mature canopy is absent or communities
with non-native invasive species dominant over a large portion of expected strata or communities composed of planted
stands of non -characteristic species or communities inappropriately composed of a single species or no vegetation.
25. Conductivity — assessment reach metric (skip for all Coastal Plain streams)
25a. Yes No Was conductivity measurement recorded?
If No, select one of the following reasons. No Water ❑Other:
25b. Check the box corresponding to the conductivity measurement (units of microsiemens per centimeter).
❑A < 46 ❑B 46 to < 67 ❑C 67 to < 79 ❑D 79 to < 230 ❑E >_ 230
Notes/Sketch:
According to the US Drought Monitor map for North Carolina dated 6/14/22, Harnett County was experiencing drought conditions ranging from
None in the west, to Abnormally Dry (DO) in the center of the county, to Moderate Drought (D1) in the eastern portion of the county. According to
the USACE Antecedent Precipitation Tools, conditions onsite at the time of feature assessment were normal with a moderate drought index
(PDSI). According to NOAA Past Weather data, no precipitation was received within the 48 hours prior to the site visit.
Width of the buffer was measured using desktop GIS methods. The width of the buffer along the left bank is approximately 85 feet and the width
of the buffer along the right bank is approximately 65 feet. Adjacent to the buffer area are fallow agricultural fields taken out of production within
the past 5 years and with compact soils affecting runoff rates and sheet flow to the assessment reach. Disturbance in the stream noted (i.e.
artificial rip rap/fill) likely from an upstream earthen farm road crossing.

Adjacent farming activities have altered the composition of vegetative communities within the buffer area and streamside area. Buffer structure
was observed to be dominated by native species such as red maple (Acer rubrum), tulip poplar (Liriodendron tulipifera), mockernut hickory (Carya
tomentosa), water oak (Quercus nigra), and sourwood (Oxydendrum arboreum) in the canopy layer. However, vegetation within the buffer was
dominated by invasive species such as Chinese privet (Ligustrum sinense), kudzu (Pueraria montana), and Japenese stiltgrass (Microstegium
vimineum) and aggressively -growing species indicative of disturbance such as pokeweed (Phytolacca americana) in the understory layers.

Draft NC SAM Stream Rating Sheet
Accompanies User Manual Version 2.1
Stream Site Name Senter Farm — SAM-40A1-1
(Impact 3)
Date of Assessment 06/16/2022
Stream Category la2 Assessor Name/Organization S. Law - Timmons Group
Notes of Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Additional stream information/supplementary measurements included (Y/N)
NC SAM feature type (perennial, intermittent, Tidal Marsh Stream)
YES
YES
YES
Intermittent
USACE/ NCDWR
Function Class Rating Summary All Streams Intermittent
(1) Hydrology MEDIUM HIGH
(2) Baseflow LOW MEDIUM
(2) Flood Flow HIGH HIGH
(3) Streamside Area Attenuation HIGH HIGH
(4) Floodplain Access HIGH HIGH
(4) Wooded Riparian Buffer HIGH HIGH
(4) Microtopography LOW LOW
(3) Stream Stability HIGH HIGH
(4) Channel Stability HIGH HIGH
(4) Sediment Transport LOW LOW
(4) Stream Geomorphology HIGH HIGH
(2) Stream/Intertidal Zone Interaction NA NA
(2) Longitudinal Tidal Flow NA NA
(2) Tidal Marsh Stream Stability NA NA
(3) Tidal Marsh Channel Stability NA NA
(3) Tidal Marsh Stream Geomorphology NA NA
(1) Water Quality LOW MEDIUM
(2) Baseflow LOW MEDIUM
(2) Streamside Area Vegetation HIGH HIGH
(3) Upland Pollutant Filtration HIGH HIGH
(3) Thermoregulation HIGH HIGH
(2) Indicators of Stressors NO NO
(2) Aquatic Life Tolerance LOW NA
(2) Intertidal Zone Filtration NA NA
(1) Habitat LOW HIGH
(2) In -stream Habitat LOW MEDIUM
(3) Baseflow LOW MEDIUM
(3) Substrate LOW LOW
(3) Stream Stability HIGH HIGH
(3) In -stream Habitat HIGH HIGH
(2) Stream -side Habitat HIGH HIGH
(3) Stream -side Habitat HIGH HIGH
(3) Thermoregulation HIGH HIGH
(2) Tidal Marsh In -stream Habitat NA NA
(3) Flow Restriction NA NA
(3) Tidal Marsh Stream Stability NA NA
(4) Tidal Marsh Channel Stability NA NA
(4) Tidal Marsh Stream Geomorphology NA NA
(3) Tidal Marsh In -stream Habitat NA NA
(2) Intertidal Zone NA NA
Overall
LOW HIGH

Senter Farm — SAM-40A1-1
Representative downstream view of stream
assessment reach with stagnant water in pools.
Debris in streambed from upstream agricultural
road crossing.
Representative view of agricultural fields within the
streamside area of the assessment reach, outside
of the buffer area.
Representative upstream view of stream
assessment reach with a dry streambed.
Representative view of streambed conditions within
the assessment reach.
•••w
• • •
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.

Appendix E

KYE.p T {Ds ry
-
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Project Code: 2022-0054211
Project Name: Senter Farm
June 15, 2022
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The enclosed species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. The species list fulfills the
requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the
Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). If your project area
contains suitable habitat for any of the federally -listed species on this species list, the proposed
action has the potential to adversely affect those species. If suitable habitat is present, surveys
should be conducted to determine the species' presence or absence within the project area. The
use of this species list and/or North Carolina Natural Heritage program data should not be
substituted for actual field surveys.
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered

06/15/2022 2
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a biological
evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12.
If a Federal agency determines, based on the Biological Assessment or biological evaluation, that
listed species and/or designated critical habitat may be affected by the proposed project, the
agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service
recommends that candidate species, proposed species and proposed critical habitat be addressed
within the consultation. More information on the regulations and procedures for section 7
consultation, including the role of permit or license applicants, can be found in the "Endangered
Species Consultation Handbook" at:
http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF
Migratory Birds: In addition to responsibilities to protect threatened and endangered species
under the Endangered Species Act (ESA), there are additional responsibilities under the
Migratory Bird Treaty Act (MBTA) and the Bald and Golden Eagle Protection Act (BGEPA) to
protect native birds from project -related impacts. Any activity, intentional or unintentional,
resulting in take of migratory birds, including eagles, is prohibited unless otherwise permitted by
the U.S. Fish and Wildlife Service (50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)). For more
information regarding these Acts see https://www.fws.gov/birds/policies-and-regulations.php.
The MBTA has no provision for allowing take of migratory birds that may be unintentionally
killed or injured by otherwise lawful activities. It is the responsibility of the project proponent to
comply with these Acts by identifying potential impacts to migratory birds and eagles within
applicable NEPA documents (when there is a federal nexus) or a Bird/Eagle Conservation Plan
(when there is no federal nexus). Proponents should implement conservation measures to avoid
or minimize the production of project -related stressors or minimize the exposure of birds and
their resources to the project -related stressors. For more information on avian stressors and
recommended conservation measures see hops://www.fws.gov/birds/bird-enthusiasts/threats-to-
birds.php.
In addition to MBTA and BGEPA, Executive Order 13186: Responsibilities of Federal Agencies
to Protect Migratory Birds, obligates all Federal agencies that engage in or authorize activities
that might affect migratory birds, to minimize those effects and encourage conservation measures
that will improve bird populations. Executive Order 13186 provides for the protection of both
migratory birds and migratory bird habitat. For information regarding the implementation of
Executive Order 13186, please visit https://www.fws.gov/birds/policies-and-regulations/
executive-orders/e0-13186. php.

06/15/2022 3
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Code in the header of
this letter with any request for consultation or correspondence about your project that you submit
to our office.
Attachment(s):
• Official Species List
• Migratory Birds

06/15/2022 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

06/15/2022 2
Project Summary
Project Code: 2022-0054211
Event Code: None
Project Name: Senter Farm
Project Type: Residential Construction
Project Description: Proposed development in Harnett County, NC.
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/@35.524014199999996,-78.80215129749924,14z
Counties: Harnett County, North Carolina

06/15/2022 3
Endangered Species Act Species
There is a total of 6 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Birds
NAME
Red -cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/7614
Reptiles
NAME
STATUS
American Alligator Alligator mississippiensis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/776
Fishes
NAME
Endangered
STATUS
Similarity of
Appearance
(Threatened)
STATUS
Cape Fear Shiner Notropis mekistocholas
There is final critical habitat for this species. The location of the critical habitat is not available.
Species profile: https://ecos.fws.gov/ecp/species/6063
Clams
NAME
Endangered
STATUS
Atlantic Pigtoe Fusconaia masoni
There is final critical habitat for this species. The location of the critical habitat is not available.
Species profile: https://ecos.fws.gov/ecp/species/5164
Threatened

06/15/2022 4
Insects
NAME
STATUS
Monarch Butterfly Danaus plexippus
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9743
Flowering Plants
NAME
Rough -leaved Loosestrife Lysimachia asperulaefolia
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/2747
Candidate
STATUS
Endangered
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

06/15/2022
Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Act1 and the Bald and Golden Eagle
Protection Actz.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the
USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your
project location. To learn more about the levels of concern for birds on your list and how this
list is generated, see the FAQ below. This is not a list of every bird you may find in this location,
nor a guarantee that every bird on this list will be found in your project area. To see exact
locations of where birders and the general public have sighted birds in and around your project
area, visit the E-bird data mapping tool (Tip: enter your location, desired date range and a species
on your list). For projects that occur off the Atlantic Coast, additional maps and models detailing
the relative occurrence and abundance of bird species on your list are available. Links to
additional information about Atlantic Coast birds, and other important information about your
migratory bird list, including how to properly interpret and use your migratory bird report, can be
found below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
NAME
American Kestrel Falco sparverius paulus
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
hops://ecos.fws. gov/ecp/species/9587
Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area, but warrants attention
because of the Eagle Act or for potential susceptibilities in offshore areas from certain types
of development or activities.
BREEDING
SEASON
Breeds Apr 1 to
Aug 31
Breeds Sep 1 to
Jul 31

06/15/2022 2
NAME
Eastern Whip -poor -will Antrostomus vociferus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Prairie Warbler Dendroica discolor
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Prothonotary Warbler Protonotaria citrea
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
Rusty Blackbird Euphagus carolinus
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions
(BCRs) in the continental USA
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA
and Alaska.
BREEDING
SEASON
Breeds May 1 to
Aug 20
Breeds May 1 to
Jul 31
Breeds Apr 1 to
Jul 31
Breeds May 10
to Sep 10
Breeds
elsewhere
Breeds May 10
to Aug 31
Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (■)
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.

06/15/2022 3
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season ( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (I)
Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
SPECIES
American Kestrel
BCC - BCR
Bald Eagle
Non -BCC
Vulnerable
probability of presence breeding season 1 survey effort — no data
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
-'■ ■■■
++++ ++++ ++++Iki MI
++++ ++++ ++++ ++++
+4111 I I 1 +ill 1111 1111 1111 Ik ++ ++++ � LA 1:1+ I++'
Eastern
WhiPPoor ++++ ++++ ++++ ++++ 1!!! !!!! TMIP+ ++++ ++++ ++++ ++++
BCC Rangewide
(CON)
Prairie Warbler
BCC Rangewide
(CON)
++++ ++++ ++++ +++• ++++ 1+11 I+++ ++++ ++++

06/15/2022 4
Prothonotary
Warbler
BCC Rangewide
(CON)
Red-headed
Woodpecker
BCC Rangewide
(CON)
Rusty Blackbird
BCC - BCR
Wood Thrush
BCC Rangewide
(CON)
++++ ++++ ++++ i::::::IL-LF ++++ ++++ ++++ ++++ ++++ ++++
++++ ++++ ++++ +I++ AI
1111 WI
+0 ++++ ++++ 0+1+
+++-I 1-11+ +00+ ++ I I I-+++ ++++ ++++ ++++ ++++ ++++ +++0 +++0
Additional information can be found using the following links:
• Birds of Conservation Concern https://www.fws.gov/program/migratory-birds/species
• Measures for avoiding and minimizing impacts to birds https://www.fws.gov/library/
collections/avoiding-and-minimizing-incidental-take-migratory-birds
• Nationwide conservation measures for birds hops://www.fws.gov/sites/default/files/
documents/nationwide-standard-conservation-measures.pdf
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures or permits
may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified
location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCC) and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act

06/15/2022 5
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my
project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab
of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of
interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your
migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non -eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects

06/15/2022 6
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

06/15/2022 7
IPaC User Contact Information
Agency:
Name:
Address:
Address Line
City:
State:
Zip:
Email
Phone:
Timmons Group
Sydni Law
5410 Trinity Road
2: Suite 102
Raleigh
NC
27607
[e-mail]
9195323261

• ■■■
■■ • NC DEPARTMENT OF
■ ■•■E NATURAL AND CULTURAL RESOURCES
• ■■■
June 14, 2022
Sydni Law
Timmons Group
5410 Trinity Road
Raleigh, NC 27607
RE: Senter Farm
Dear Sydni Law:
Roy Cooper, Governor
D. Reid Wilson, Secretary
Misty Buchanan
Deputy Director, Natural Heritage Program
NCNHDE-18295
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund
easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
Q 121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER. RALEIGH. NC 27699
OFC 'M9.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Senter Farm
June 14, 2022
NCNHDE-18295
Element Occurrences Documented Within Project Area
axono EO ID Scientific Nam ommon Name Las Element Accuracy Federal State Global State
Group Observation Occurrence Status Status Rank Rank
Date Rank
Freshwater 29604 Villosa delumbis Eastern Creekshell 2017-02-07 E 3-Medium
Bivalve
No Natural Areas are Documented within the Project Area
No Managed Areas Documented within the Project Area
Significantly G4 S4
Rare
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on June 14, 2022; source: NCNHP, Q1, April 2022. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Taxonomic EO ID Scientific Name Common Name
Group
s A
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Senter Farm
June 14, 2022
NCNHDE-18295
Element Occurrences Documented Within a One -mile Radius of the Project Area
Last Element Accuracy
servation Occurrence
Date Rank
Federal
Status
State Global State
tatus Rank Rank
Crustacean 14417 Cambarus davidi Carolina Ladle Crayfish 1991-08-28
Dragonfly or 33751 Somatochlora
Damselfly georgiana
Freshwater 29604 Villosa delumbis
Bivalve
Freshwater Fish23981 Notropis
mekistocholas
Moss 23412 Bruchia brevifolia
Coppery Emerald
Eastern Creekshell
Cape Fear Shiner
A Pygmy Moss
2004-Pre
2017-02-07
1986-12-21
1954-03-04
No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
H?
H?
E
X?
H 3-Medium
3-Medium Significantly G3
Rare
5-Very Significantly G3G4
Low Rare
3-Medium Significantly G4
Rare
3-Medium Endangered Endangered G1
S3
S1?
S4
S1
Significantly G3G4 S1?
Rare
Throughout
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on June 14, 2022; source: NCNHP, Q1, April 2022. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-18295: Senter Farm
,,,As Church Rd
n
S
Rawls Chut�h Rd
GCOve
Baptist -o
366 ft
0
V)
Rawls Club
P0-
Rawls
Rawls Church Rd
36/ ft
401
Chalybeate
Springs
ybeate Springs Rd
C�a
n
a v
c,
1' 0 0.38 0.75 1.5 Miles
m
1 1 1 I 1 1 1 I ,....,eA
ce
0
0
a
Wynd{air Dr
0
0
0- C h a l y b e a to Springs Rd
O
V
June 14, 2022
Buffered Project Boundary
Project Boundary
Sources. Esri, Airbus DS. USGS. NGA. NASA, CGIAR. N Robinson. NOEAS.
NLS. OS, NMA. Geodatestyrelse . Rijksweterstaat GSA, Geoland FEMA,
Intermap and the GIS user community
Sources. Esri, HERE. Garmin. FAO. NOAA, USGS. © OpenStreetMep
contributors, and the GIS User Community
Page 4 of 4

Appendix F

WA4785 ;'S
HT0377
J
WA0537
HT0856
HT0855
HT0854
A
+, _q H T0853
HT0852 r "�
HT0851
SR_ -1447a
HT0850
HT0857
HT0849
H T0848, HT0848
HT0846
HT0To 847
HT0839
H T0903
HT0843
:6
HT0842
HT0841
HT0840
HT0838
=_+ HT0836 HT0837
HT0834
HT0835 HT1167.
HT0831
vv
HT0830
HT0957
HT0824
HT0174 ,
H T0828
HT08271`T0821
HT08188 '�'
,.THT0819''`
HT0817"
HT0816
HT0815
iT0814
�lh: F H e0812
,,a r; ,• HT0811y 4� ,
a, A
HT0959
HT0958
HT0381
HT0904
HT0961
HT0966
HT0963
HT0964
HT0960
HT0954
HT0375
Historic resource data from NC Division of Historic Resources GIS Maps and Data dated 6/30/2022.
HT0965
HT0955
HT0962
Legend
" Project Limits
1-mi Buffer
NCHPO Site Boundaries
NCHPO Sites
DOE
tr SA
SO
SR-1415
COW
O Cb41CM Oa 0e6
KigPtur Geogrp is blimatlitta&ABDItftb

------ n'd°,2:',1s,Va'er"-23" nap,a;-'7`2W0'9"°2'''
2013
F,ncn aveeate Road,
y,y :u7
70376 SO Hou
2013
am coaehem noose Rprmn, cans
Rpt57,2609
Rote, R-2609
am coaehem noose Rprmn, cans
am coaehem noose Rprmn, cans
Rpt572,2609
200,2003
off ic,PROsPER ,
[Report, 35 508933 -78 8.307 2013
98y=a,a„°,[3[994ZA 6,4,_OWNER 9/24/207s 6,4,_OWNER 9/24/207s
Ham Oectr
N side SR 14,, 1[6 01,9
421CA 494.450.6
Harner' FXuav "ect's Snes
35 508842 -78 815244
[RePort, 5 506715 -78 81,2
=OFR= DATA—M
udyydyuyu ,,a, muNau
9624620,
[59,43,48-68813-4,3-
930, 9y5„,0F9sys7 6.47.4_OWNER 9/24/207s 6.47.4_OWNER 9/24/207s
evsnip ,esereaon Hamer' sprmg,
off ic,PROsPER ,
[Report, 35 502276 -78 81,05 ZEfyp„[=33Z4- 6.47.4_OWNER 9624620, 6.47.4_OWNER 96246207s
,esereaon Hamer' sprmg,
off ic,PROsPER ,
[Report, 35 505355 -78 8.334
[O0780860 ER, 43A6 _ .
859y ,000EyEyey, P.6.1.4,9144H 96246207s 6.47.4_OWNER 96246207s
,esereaon Hamer' sprmg,
off ic,PROsPER ,
[Report, 35 505723 -78 813,7
896=646T DATA—MNER 9'24'237s DATA—MNER 9'24'237s
,esereaon Hamer' sprmg,
off ic,PROsPER ,
[Report, 35 5071. -78 813154
=y707=-, 6,4,_OWNER 96246207s 6,4,_OWNER 96246207s
,esereaon Hamer' sprmg,
off ic,PROsPER ,
[Report, 35 507337 -78 813.5
`65,MrCAWO°77 DATA—MNER DATA—MNER 9'24'237s
,esereaon Hamer' sprmg,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
off ic,PROsPER ,
,fice,PoPER ,
,fice,PoPER ,
,fice,PoPER ,
,fice,PoPER ,
,fice,PoPER ,
,fice,PoPER ,
,fice,PoPER ,
,fice,PoPER ,
,fice,PoPER ,
[Report, 35 507491 -78 813366
8,,C,52;85Z2=a0:2; 6,4,_OWNER 9/24/207s 6,4,_OWNER 9/24/207s
Harn- sprmg,
[Report, 35 50825 -78 813317
=_FsT=y= 6,4,_OWNER 9/24/207s 6,4,_OWNER 9/24/207s
Harn- sprmg,
[Report, 35 5086. -78 813116
`0`4`5‘25-‘0708°25074-04Z DATA—MNER 9'24'237s DATA—MNER 9'24'237s
Harn- sprmg,
[Report, 35 50983 -78 813302
Harn- sprmg,
[Report, 35 510804 -78 813231
Harn- sprmg,
Harn-
Harn-
[Report, 35 510767 -78 812645
6,4,_OWNER 96246207s 6,4,_OWNER 96246207s
Z9E8yaZ=Fsr 6,4,_OWNER 9/24/207s 6,4,_OWNER 9/24/207s
=3:„FX,F; 6,4,_OWNER 9/24/207s 6,4,_OWNER 9/24/207s
[Report, 35 50832 -78 81.41
98„agasf:=947 6,4,_OWNER 96246207s 6,4,_OWNER 96246207s
[RePort, son, -78 81.83
[6985202-658-442, _
8,y0 sysyys„,„,, 9/24/207s 6.47.4_OWNER 9/24/207s
Harn- sprmg,
[RePort, 5 509471 -78 81376
`6[FO66=447- DATA—MNER 9'24'237s DATA—MNER 9'24'237s
Harn- sprmg,
[Report, 5 50993 -78.8585 9E03:3c-E46A0=3, DATA—MNER 9'24'237s DATA—MNER "23.
Harn- sprmg,
[Report, 35 510788 -78 813,9
8A17`2-74:7:69669137E DATA—MNER 9'24'237s DATA—MNER 9'24'237s
Harn- sprmg,
[Report, 35 512694 -78 814413
`6[9:=0=691[° DATA—MNER 9'24'237s DATA—MNER 9'24'237s
Harn- sprmg,
[Report, 35 5.7. -78 813168
aCT=yE-E=4[„[S:7' 6,4,_OWNER 96246207s 6,4,_OWNER 96246207s
Harn- sprmg,
[Report, 35 51,53 -78 813159
873765-6656:1=4 DATA—MNER 9'24'237s DATA—MNER 9'24'237s
Harn- sprmg,
[Report, 35 513052 -78 813742
`69,6=,0687°,81:;67 DATA—MNER 9'24'237s DATA—MNER 9'24'237s
Harn- sprmg,
[Report, 35 513382 -78 8131,
Tyy7y4F[SZyDy17[;'173- 6,4,_OWNER 9/24/207s 6,4,_OWNER 9/24/207s
Harn- sprmg,
Harn-
Harn-
Harn-
Harn-
Harn-
Harn-
Harn-
Harn-
[RePort, 5 513563 -78 85092
[054561-6576-46, _ .
eas „,yEyys.ssy, 9/24/207s 6.47.4_069NER 9/24/207s
[Report, 35 536698 -78 816628 6.47.4_069NER 96246207s 6.47.4_069NER 96246207s
[RePort, 5 537124 -78 815787
`6,A346=== DATA—MNER 9'24'237s DATA—MNER 9'24'237s
[Report, 35 537098 -78 8.827 94:3`-4°:61°661rds[D DATA7M"ER 9'24'237
9 DATA7MNER 9'24'"
[Report, 35 5,703 -78 816006
`8E9646=675467Z DATA—MNER 9'24'237s DATA—MNER 9'24'237s
[Report, 35 530681 -78 8.277
s'7'17)=Fy%4y7ET 6,4,_OWNER 9/24/207s 6,4,_OWNER 9/24/207s
auyy„ Hectors
[Report, 35 530623 -78 81,59
[4541787-396,4,445- _ .
„yEy „yyy„E„sFyys, P.6.16,[9144H 96246207s 6.47.4_069NER 96246207s
[RePort, 5 536493 -78 suns
`6=E69636666= DATA7MNER 9'24'237
9 DATA7MNER 9'24'"
[Report, 35 50365 -78 ,9498 `04[_`471783388:81`87 DATA—MNER 9'24'237s DATA—MNER 9'24'237s
[RePort, suns -78 796909
974568-V=54670767- DATA—MNER 9'24'237s DATA—MNER 9'24'237s
[Report, 35 511861 -78 810784 2TEDLISBAL,47fo9 6.47.4_069NER 9624620, 6.47.4_069NER 9624620,
Road, Chalybeae Woe`

70957 SO
2,65, 2-2609
70961 SO
F,Z7 Oi="
off ic,8888,2 11
,esertiaos Hamer' F,Z7
off ic,8888,2 11-
12,0, 51.7 -78 8102,
12,0, 35 512458 -78 8098,
:099=SHOE= HAremaWHee "Hare HAremaWHee "Hare
13,8180,7844-482, 9525 55259 9 ,9
/ /20. 8,1,01,1817
presertaion Hamer' F,Z7 Oi=rs 20, ChalybeMe
off ic,8888,2 11-
12,0, 5,097 -78 80871
:08057T9a0=879 HAremaWHee HaereaareHeMemaWHee "Male
presertaion Hamer' F,Z7 Oi=rs 20, ChalybeMeS,11,
off ic,8888,2 11-
12,0, 35 513255 -78 800.8
:97,99:280= 8,1,011,182 8,1,011,182
pi-use-y.0n Hamer' F,Z7 Oi=rs 20, Chalybeate,111,
off ic,8888,2 11-
12,070 35 5134, -78 802265
1478,283-84,4738-
5,,9,595,29, 8.47,011,182 9/2,20. 8.47,011,182 9/2,20.
Cr,sman,ung,w Harnett FZ: aeex m Vc'h'av,v°,eleess7:,
70964 SO
2,657,2609
471°V=R"°2'
2,657,2609
e9145 'area' aaraaer reef au'rae 47ITZ'83t=R"°2'
70841
70843 SO
c .511,8ton/1,p row i9mam Ineligible., 821,0210i Multi Co
2,457,2609
c .20 1,2,0, A ip row i9mam Inelist, 20, 821,0210i Multi Co
2,657,2609
off ic,8888,82 11-
off ic,8888,82 11-
off ic,8888,82 11-
off ic,8888,82 11-
off ic,8888,82 11-
off ic,8888,82 11-
off ic,8888,82 11-
off ic,8888,82 11-
off ic,8888,82 11-
off ic,8888,82 11-
off ic,8888,82 11-
F,Z7
F,Z7
12,070 5145 78 78 7934,
89,„,92,99,9,5292
08,88,,Me
=8360:9=37 HAremaWHee HaereaareHeMemaWHee "Hare
12,070 35 515444 -78 ,8498 :=5,75,795a5i 8.47,011,182 9/2,20. 8.47,011,182 9/2,20.
Harnett Fiir- O=rs M 42TIsRav'sChurch Rca''
12,070 5308 3 78 79,67
12,070 35 535849 -78 804574
sprmg,
12,070 35 5.285 -78 813728
848=4=r, HAremaWHee HaereaareHeMemaWHee "Male
%r2a9=H,Hr 8,1,011,182 8,1,011,182
18708069,6987-469,
92,, 99,9,959,9, 8.47,011,182 9/2,20. 8.47,011,182 9/2,20.
Oi=rs S,ngs
12,070 35 514802 -78 813161
rsase„=„7,7,57,a 8,1,011,182 8,1,011,182
sprmg,
12,070 35 515237 -78 813606
=,=1r9rg 8,1,011,182 9/2,2019 8,1,011,182 9/2,2019
sprmg,
12,070 35 5.8. -78 813437
X87190=8-S4181O, HAremaWHee HaereaareHeMemaWHee "Hare
555_ u92,2,2
orrirs
ce/88,0 1Oi=
1
Hamer' FZ:
off ic,8888,82 11-
off ic,8888,82 11-
off ic,8888,82 11-
off ic,8888,82 11-
sprmg,
sprmg,
oadiChalybeate,111,
12,070 35 523321 -78 81,26 978=77,3:801487 HAremaWHee HaereaareHeMemaWHee "Male
[Report, os sam -78 ens,
12,070 35 53.82 -78 8.2.
12,070 35 53,9 -78 814416
12,070 35 536532 -78 813709
8F44851XSOF,D8S23= HAremaWHee HaereaareHeMemaWHee "Hare
1886,88,7085-4288- 9318-208,8960p, ,525 -5,,N,9 9 /./213. ,4174-1,71182 9/.2019
B578°69-99.4EX896= HAremaWHee HaereaareHeMemaWHee "Male
,H,e,r,M9=r2a0e,er 8,1,011,182 8,1,011,182
12,070 35 5165, -78 ,5991 r9H0e59Heane5a017,1a 8.47,011,182 9/2,20. 8.47,011,182 9/2,20.
12,070 5178 71 -78 ,8789
183,76138-3788-47C, ,525 5,,N,9 9
888,20,8826480 - /2,2°. ,4174-19191182 9/.2019
12,070 35 51.27 -78 813477
=M5=917 8,1,011,182 9/2,2019 8,1,011,182 9/2,2019