20230332 Ver 1_20230302 Luck Stone Sanford Quarry Permit Package_20230303

PREPARED FOR:
LUCK STONE CORPORATION
P.O. Box 29682
RICHMOND, VA 23432
LUCK STONE SANFORD QUARRY
PERMIT REQUEST
MARCH 2O23
PREPARED BY:
TIMMONS GROUP .••'••�
YOUR VISION ACHIEVED THROUGH OURS. •
1001 BOULDERS PARKWAY, SUITE 300
RICHMOND, VIRGINIA 23225
PHONE: [phone]
FAx: [phone]
WWW.TiMMONS.COM
TIMMONS GROUP PROJECT NO. 41353.006
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION
SERVICES

EXECUTIVE SUMMARY
On behalf of Luck Stone Corporation (Applicant), Timmons Group is requesting Individual
Permit authorization from the U.S. Army Corps of Engineers (USACE) and individual 401
certification from the North Carolina Department of Environmental Quality (DEQ). This request is
being submitted for unavoidable impacts to jurisdictional Waters of the U.S. which are necessary
to construct the Luck Stone Sanford Quarry (Project).
The Project is located in Lee County, NC. The site can be accessed from the southwest at the
eastern terminus of Fred Stone Road and from the northeast at the terminus of a road being
constructed by others. The Project limits of disturbance (LOD) encompass 211.4 acres. The
project will include excavation of a granite quarry with appurtenant support facilities. Specifically,
the target stone is a meta -volcanic rock being mined for construction aggregate. The project will
also include construction of appurtenant support facilities for mining operations. A scale and scale
office will be constructed at the primary entrance to the facility. An equipment and maintenance
shop will be constructed between the pit area and overburden storage. Interior access roads will
be constructed for customer traffic and navigation throughout the facility. Finally, a bridge will be
constructed over the Little River to tie into the access road from Hwy 87.
The purpose of the Project is to construct a granite quarry in Sanford, NC to continue meeting
current and future demands for stone in the market. The need for additional stone deposits is
apparent due to current and expected demands, and the Applicant's experience with their nearby
quarry in Pittsboro, NC. Currently, the Pittsboro quarry is primarily supplying aggregate to the
rapidly expanding Raleigh region. Though the proposed quarry is nearby, there will be limited
overlap with the Pittsboro market. The proximity allows the Applicant to continue providing service
to the same customers that have projects to the south. Additionally, the competitive market is
more advantageous towards the south (Fayetteville area). Most of the quarries to the north (in the
Pittsboro quarry market) are focused on serving the rapid growth of the Raleigh market. The
proposed quarry will be focused on growth to the south which has faced service issues from
competitors trying to keep up with demand from the Raleigh market.
In order to achieve the goals of the Project, impacts to Waters of the U.S. are unavoidable.
As proposed, 0.47 acres (20,500 square feet) of wetlands would be permanently impacted during
construction of the facility and access roads. Additionally, 3,353 linear feet (10,227 square feet)
of stream channel will be impacted. The NC Stream Assessment Method (NC SAM) and NC
Wetland Assessment Method (NC WAM) reviews were conducted to gauge feature quality and
determine if a lower mitigation ratio is feasible. Based on the NC SAM and WAM ratings, the
Applicant proposes 5,325 stream and 0.75 wetland credits to achieve no net loss of jurisdictional
features.
Lee County, NC
Luck Stone Sanford Quarry
Timmons Group: PN 41353.006
March 2023
Page ii

LUCK STONE SANFORD QUARRY
PERMIT REQUEST
TABLE OF CONTENTS
1.0
PROJECT INFORMATION SHEET............................................................................. 1
2.0
INTRODUCTION......................................................................................................... 2
3.0
SITE LOCATION AND DESCRIPTION.......................................................................2
4.0
PURPOSE AND NEED............................................................................................... 2
5.0
PROJECT DESCRIPTION.......................................................................................... 3
6.0
ALTERNATIVES ANALYSIS...................................................................................... 3
6.1 Introduction.............................................................................................. 3
6.2 No -Action Alternative............................................................................... 4
6.3 Offsite Alternatives.................................................................................. 4
6.4 Onsite Alternatives................................................................................... 6
7.0 AVOIDANCE AND MINIMIZATION............................................................................. 6
8.0 JURISDICTIONAL IMPACTS...................................................................................... 7
9.0 COMPENSATORY MITIGATION................................................................................ 9
10.0 SUPPORTING SITE INFORMATION........................................................................ 10
10.1 Threatened and Endangered Species....................................................10
10.2 Cultural Resources..................................................................................10
11.0 CONCLUSION........................................................................................................... 10
FIGURES
Figure 1
Vicinity Map
Figure 2
Hydrologic Unit Code Map
Figure 3
Environmental Inventory Map
Figure 4
Wetlands and Waters Delineation Map
Figure 5
Preliminary Jurisdictional Waters of the U.S. Impacts Map
Figure 6
FEMA Map
Figure 7
Adjacent Property Owners Map
APPENDICES
Appendix A
PCN Form & ENG 4345
Appendix B
Waters Delineation Information
Appendix C
Selected Design Plans
Appendix D
Alternative Layout
Appendix E
DMS Acceptance Letter
Appendix F
SAM and WAM Forms
Appendix G
Threatened & Endangered Species Information
Lee County, NC
Luck Stone Sanford Quarry
Timmons Group: PN 41353.006
March 2023
Page iii

1.0 PROJECT INFORMATION SHEET
General
Project Name: Luck Stone Sanford Quarry
State: North Carolina
Location: Lee County
Latitude: 35.396551
Longitude:-79.131738
Limits of Disturbance: 211.4 acres
HUC Code: 03030004 (Cape Fear River Basin)
Waterbodies on Property: Palustrine forested (PFO), Palustrine scrub -shrub (PSS), Palustrine
emergent (PEM) wetlands; Perennial (R3) and Intermittent (R4)
streams
Corresponding Information
USGS Quad: Sanford and Broadway, 2016
USDA Soils Map: http://websoilsurvey.nres.usda.gov/app/HomePage.htm
County: Lee County, NC
Applicant
Name:
Luck Stone Corporation
Address:
P.O. Box 29682
Richmond, VA 23242
Contact:
Mark Williams
Telephone:
[phone]
Email:
[e-mail]
Agent
Name:
Timmons Group
Address:
1001 Boulders Parkway, Suite 300
Richmond, VA 23225
Contact(s):
Hunter Wines
Telephone:
[phone]
Email:
hunter.winesa-timmons.com
Lee County, NC Timmons Group: PN 41353.006
Luck Stone Sanford Quarry March 2023
Page 1

2.0 INTRODUCTION
On behalf of Luck Stone Corporation (Applicant), Timmons Group is requesting Individual
Permit authorization from the U.S. Army Corps of Engineers (USACE) and individual 401
certification from the North Carolina Department of Environmental Quality (DEQ). This request is
being submitted for unavoidable impacts to jurisdictional Waters of the U.S. which are necessary
to construct the Luck Stone Sanford Quarry (Project).
3.0 SITE LOCATION AND DESCRIPTION
The Project is located in Lee County, NC. The site can be accessed from the southwest at the
eastern terminus of Fred Stone Road and from the northeast at the terminus of a road being
constructed by others. The Project limits of disturbance (LOD) encompass 211.4 acres (see
Figure 1: Vicinity Map). The property is located within the Piedmont physiographic province. It is
located within the Headwaters Upper Little River and Upper Little River -Lake Trace Sub -
watersheds (HUC 030300040201 & 030300040202), part of the Upper Cape Fear River basin
(HUC 03030004). The Site drains northeast into the Upper Little River and southeast into Juniper
Creek (see Figure 2: Hydrologic Unit Code Map).
The majority of the site consists of cattle pastures, which are currently dominated by early
successional growth, and unmanaged forested land along the borders. Along the northern border
of the Site is the Upper Little River and along the southern border is Juniper Creek (see Figure 3:
Environmental Inventory Map).
Timmons Group personnel completed a wetland delineation in February 2019 that covers the
entirety of the Project Area. The delineation was conducted to identify jurisdictional features
present. The Site was delineated based upon the methodology outlined in the 1987 U.S. Army
Corps of Engineers (USACE) Wetland Delineation Manual, the Regional Supplement to the
USACE Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0),
and subsequently issued USACE regulatory guidance regarding the identification of stream
channels through the recognition of field indicators of an ordinary high-water mark within drainage
features. The site was confirmed by the USACE on June 28, 2021 through the issuance of a
Preliminary Jurisdictional Determination (PJD) (SAW-2020-00234). A map displaying the size and
location of jurisdictional areas is included as Figure 4: Wetlands and Waters Delineation Map.
Confirmation documents are included as Appendix B: Waters Delineation Information.
According to FEMA FIRM Panel #s 3710965000J (effective 9/6/2006), 371096600J (effective
9/6/2006), and 3710956800J (effective 10/3/2006) the majority of the site (primarily central and
western) is located within Zone X, areas of minimal flood hazard located outside of the 100-year
floodplain. Portions of the site in the vicinity of the Upper Little River and Juniper Creek are located
within Zone AE, the 100-year floodplain with base -flood elevations (BFE) ranging from 264 to
278-ft above mean sea level (AMSL). A FEMA Flood Rate Insurance Map (FIRM) is included for
review (see Figure 6: FEMA Map). Additionally, there are no known wetlands, open water, stream,
or associated upland buffers within the Project LOD that are under a deed restriction, conservation
easement, restrictive covenant, or other land use protective instrument.
4.0 PURPOSE AND NEED
The purpose of the Project is to construct a granite quarry in Sanford, NC to continue meeting
current and future demands for stone in the market. The proposed quarry will be positioned to
service the Sanford and Fayetteville markets with the potential to service areas east of the Fall
Lee County, NC Timmons Group: PN 41353.006
Luck Stone Sanford Quarry March 2023
Page 2

Line. The Sanford market includes future growth outlined in the Carolina Core plan which
proposes a new interstate (1-685) to connect 1-40 with 1-95. The proposed location would also be
the closest stone source to the Fayetteville market which includes the ongoing expansion at Fort
Bragg. In addition to the local markets, the proposed quarry may service the growing coastal
markets. The strategic position of the proposed quarry would be closest to the Fall Line to service
the coastal markets. Due to the geology of the region, there is a lack of granite stone deposits
east of the Sanford location. Stone demands from coastal regions, like the ongoing expansion of
Wilmington, will rely on quarries west of the Fall Line. The Applicant believes the proposed quarry
will be able to meet local and coastal needs.
The need for additional stone deposits is apparent due to current and expected demands, and
the Applicant's experience with their nearby quarry in Pittsboro, NC. Currently, the Pittsboro
quarry is primarily supplying aggregate to the rapidly expanding Raleigh region. Though the
proposed quarry is nearby, there will be limited overlap with the Pittsboro market. The proximity
allows the Applicant to continue providing service to the same customers that have projects to
the south. Additionally, the competitive market is more advantageous towards the south
(Fayetteville area). Most of the quarries to the north (in the Pittsboro quarry market) are focused
on serving the rapid growth of the Raleigh market. The proposed quarry will be focused on growth
to the south which has faced service issues from competitors trying to keep up with demand from
the Raleigh market.
5.0 PROJECT DESCRIPTION
The project will include excavation of a granite quarry with appurtenant support facilities.
Specifically, the target stone is a meta -volcanic rock being mined for construction aggregate. See
Appendix C: Selected Design Plans for overall quarry layout. The pit area will utilize downward
spiraling concentric circles to advance on stone reserves. As extraction proceeds downwards, the
benches will follow for ingress/egress of the pit. The pit will be dewatered to three contained,
inline, settling ponds. Solids will be removed to an onsite overburden pile and water will be routed
to the storage pond. The storage pond will serve as a stormwater BMP and a source for dust
suppression. Two overburden locations will be utilized to store overburden until mine reclamation.
Appropriate erosion and sediment controls including perimeter earthen berms and temporary
stabilization will be used to ensure no sediment transport to the adjacent wetlands.
The project will also include construction of appurtenant support facilities for mining
operations. A scale and scale office will be constructed at the primary entrance to the facility. An
equipment and maintenance shop will be constructed between the pit area and overburden
storage. Interior access roads will be constructed for customer traffic and navigation throughout
the facility. Finally, a bridge will be constructed over the Little River to tie into the access road
from Hwy 87. The access road is being constructed by others and the Applicant will tie into the
terminus of the public road for the primary quarry access.
6.0 ALTERNATIVES ANALYSIS
6.1 Introduction
The Applicant regularly evaluates various markets throughout the southeast to identify needs
for mineral reserves. They own and operate several quarries strategically positioned to service
current and future demands for aggregates. Their Pittsboro quarry has been primarily focused on
the rapid expansion of the Raleigh, NC region. That quarry has not been able to efficiently service
customers south of the quarry with the demands from Raleigh. The Applicant has identified a
Lee County, NC Timmons Group: PN 41353.006
Luck Stone Sanford Quarry March 2023
Page 3

need to further service the Sanford and Fayetteville regions with potential to service the eastern
markets near Wilmington.
The Applicant has a dedicated real estate and market research team that utilizes a
combination of several resources to evaluate sites. Several of these resources and strategies are
not disclosed in efforts to minimize competition. Generally, the team looks for sites of suitable size
with landowners willing to sell. Requisite size includes areas for a mining pit, overburden storage,
material stockpiles, sales office, and support facilities. The availability of area for expansion is
necessary as additional reserves are required while utilizing existing infrastructure. Geology is a
limiting factor as suitable material at a satisfactory overburden to depth ratio is crucial for long
term viability of a quarry. Proximity to the primary service area is the next criterion evaluated. The
market research team evaluates how they can continue to service current and future customers.
They aim to decrease travel times from quarry to project and maintain proximity to established
infrastructure networks.
Based on the identified geographic location and required site components, multiple
alternatives include: (a) The no -action alternative, (b) off -site alternatives, and (c) on -site
alternatives to determine the Least Environmentally Damaging Practicable Alternative (LEDPA).
After consideration of available alternatives to meet the needs of the project, the Preferred
Alternative as proposed, is considered the Least Environmentally Damaging Practicable
Alternative (LEDPA).
Considering the average life span of a quarry, inefficiencies in site selection, layout, or design
would have long-lasting negative impacts. The criteria used in identifying the preferred alternative
included the following:
• Proximity to Sanford and Fayetteville service area
• Existing and established mining concept plan
• Suitable material at an economically feasible depth to overburden ratio
• Location in the vicinity of major interstate thoroughfares.
• Owned by a single landowner willing to sell
• Sized to accommodate pit with room for expansion
• Magnitude of WOTUS impacts
6.2 No -Action Alternative
The No -Action Alternative, which would avoid all impacts to aquatic resources, is not a viable
option given the purpose and need of the Project. Under the No Action Alternative, the proposed
quarry would not require impacts to Jurisdictional Waters of the U.S. and would not require the
issuance of a 404/401 Individual Permit. The Applicant evaluated the possibility of delaying
investment in a new facility. However, it was determined that the increased need for suitable
materials to meet supply chain demands necessitates development.
6.3 Offsite Alternatives
The Applicant has evaluated several parcels throughout the region for the proposed quarry.
They identified five (5) sites based on the criteria outlined in Table 1.
Lee County, NC Timmons Group: PN 41353.006
Luck Stone Sanford Quarry March 2023
Page 4

Table 1: Criteria Evaluated for Project Offsite Alternatives
Preferred
Alternative
Alternative
Alternative
Alternative
Alternative
1
2
3
4
Proximity to preferred
X
X
service area
Existing mining concept
X
X
X
Ian
X
X
X
X
Suitable material
X
X
X
X
X
Vicinity of major interstates
Single landowner willing to
X
X
X
X
X
sell
Size to accommodate
X
footprint and expansions
Environmental Impacts
Exhibits depicting the alternative locations are included as Appendix D: Offsite Alternative
Analysis Documents. The four alternative locations will be discussed in further detail below.
Alternative 1 is located in Snow Camp, NC approximately 30 miles northwest of Sanford, NC.
This site is farther north than the existing Pittsboro quarry and would not support the need of
additional material south of the current service area. The potential tract does have a mine plan
and would have suitable material based on preliminary evaluations. The site is limiting in that the
maximum pit size would be approximately 53 acres given the offsets from residential housing and
jurisdictional features. For the site to be feasible, additional wetland impacts would be required to
yield the necessary material. Due to overlapping service areas and limited pit size from offsets,
the Applicant did not pursue further study in comparison to the Preferred Alternative.
Alternative 2 is located in Goldston, NC approximately 10 miles northwest of Sanford, NC.
This site was drilled in 2013 and a mine plan was approved for permit in 2014. The site has
suitable material and is available for purchase. However, the mine plan can only accommodate a
small pit footprint with only 13-acres available for overburden storage. This small mine would not
be able to accommodate the demands from the Applicant and their customers. The investment
into the necessary infrastructure compared to the size and lifespan of the mine would not be
economically feasible.
Alternative 3 is located in Mebane, NC approximately 35 miles north of Sanford, NC. This site
is not within the desired service area, but the Applicant evaluated the parcel for additional
reserves. If the site was feasible, they could direct some of the Raleigh market traffic to this quarry
while servicing the Sanford/Fayetteville market from the Pittsboro quarry. Ultimately, this would
not meet the purpose and need of the project but could alleviate some market demands in the
short term. However, upon review of the site, there are two significant stream channels with
associated wetlands that would require approximately 15,500 feet of impacts to make the parcel
of requisite size. The central stream channel cannot be impacted as there is a variable floodplain
conservation easement associated with the nearby reservoir. Not being in the primary desired
Lee County, NC Timmons Group: PN 41353.006
Luck Stone Sanford Quarry March 2023
Page 5

service area and the magnitude of jurisdictional impacts required for development makes this site
not as feasible as the Preferred Alternative.
Alternative 4 is located in Wilson, NC approximately 75 miles east of Sanford, NC. This parcel
was evaluated by the market team as it was along the 1-95 south corridor. Similar to Alternative
3, this parcel is not within the preferred service area, but temporary adjustments could be made
to accommodate if the parcel was of requisite size and material quality. The geology reports
suggest what has been previously mentioned about rock quality. As this parcel is farther east,
suitable granite rock is not available in the area. With insufficient rock quality, the Applicant
eliminated the possibility of utilizing this parcel.
The preferred alternative is located in Sanford, NC approximately 5 miles south of the town.
This parcel was evaluated as it is of requisite size to support an initial pit with room for expansion
when initial reserves are exhausted. The possibility for expansion supports the initial investment
into onsite infrastructure as the parcel is viable for long-term operations. The location of the site
is optimal for expanding the Applicant's service area to Sanford, Fayetteville, and eastern NC
markets. The proximity to the fall line makes it one of the most eastward locations with suitable
material to supply aggregates to coastal markets. The parcel has an existing concept plan for
mining activities that will be expanded upon to meet the required output. Surface water impacts
are limited to the initial quarry construction and are not anticipated for future expansions.
Considering the large tract of land and the headwater nature of jurisdictional features,
environmental impacts are minimal. The location of the preferred alternative combined with the
requisite size and suitable material makes this parcel the Least Environmentally Damaging
Practicable Alternative (LEDPA).
6.4 Onsite Alternatives
There were several iterations for the proposed quarry. The first onsite alternative utilized the
existing quarry layout provided to the Applicant when purchasing the property. The previous
owner had permitted the project for a significantly smaller quarry. Ultimately, this layout was not
feasible due to material yield. That layout would not have been able to produce a quantity of
material to support the investment into the infrastructure and support facilities. Additionally, the
yield would not meet the purpose and need of the project as it would not support the market
demand.
A second onsite alternative included additional impacts along the southwest border of the
project. These areas would have been utilized to support overburden storage and support
facilities. Ultimately, this configuration was not pursued as more jurisdictional impacts would have
been required. The proposed configuration is more compact which minimizes surface water
impacts while improving operational efficiencies.
Finally, onsite layouts have been adjusted to tie into the access road being constructed by
others. In efforts to minimize impacts to surface waters, the Applicant proposes to tie into the
access road that will service other projects nearby.
7.0 AVOIDANCE AND MINIMIZATION
Impacts to jurisdictional features were avoided and minimized to the maximum extent
practicable by incorporating resourceful site selection and site planning including the utilization of
an updated preliminary wetland delineation to ensure all jurisdictional features within the Project
Area were accurately mapped.
Lee County, NC Timmons Group: PN 41353.006
Luck Stone Sanford Quarry March 2023
Page 6

The proposed site was selected due to its strategic location within Sanford, NC which can
readily service the local market, markets to the south, and future developments east of the fall
line. This location will be able to service a market where suppliers are currently not able to meet
demand. With such, sizing the quarry to meet current and future demands was challenging
considering the jurisdictional feature constraints.
The first avoidance and minimization efforts were concentrated on site access. County
proffers require site access from Hwy 87 due to the nature of the vehicles regularly entering and
exiting the quarry. The Applicant evaluated a standalone access road to the quarry but determined
that would be more costly and require more jurisdictional impacts than utilizing the access road
being constructed by others. This multi-user access road minimizes impacts to jurisdictional
features while still meeting project needs. Crossing the Little River was the next concern. The
proposed crossing will utilize a bridge on pilings to minimize disturbance to the stream channel.
The crossing is proposed at the least sinuous and narrowest portion of the channel in effort to
minimize impacts. Due to the size of the bridge, impacts could not be avoided entirely as the
grading prism will need to accommodate the weight of the traffic and height off of the channel.
As previously mentioned, the proposed quarry will include a phased pit area. The initial pit
area is located adjacent to the proposed access road, support facilities, and in close proximity to
the overburden storage. The proposed location of the initial pit meets the logistical needs for the
conceptual advance of the quarry. The final buildout will include areas remaining to the south and
west of the proposed pit. The intent of the initial pit location is to not splice any jurisdictional
systems. Considering the jurisdictional features continue through a large portion of the site,
impacts could not be avoided entirely.
In order to avoid secondary impacts, a project -specific Erosion and Sediment Control (ESC)
plan will be prepared in accordance with the NCDEQ Department of Energy, Mineral, and Land
Resources mining permit. All regulated land -disturbing activities associated with the Project will
be covered by the project -specific ESC plan. During construction activities, these measures will
be inspected and maintained throughout the life of the construction activity providing for enhanced
protection of the jurisdictional areas.
8.0 JURISDICTIONAL IMPACTS
In order to achieve the goals of the Project, impacts to Waters of the U.S. are unavoidable.
The locations of the proposed impacts are shown on Figure 5: Preliminary Jurisdictional Waters
of the U.S. Impacts Map. Cross -sections of the proposed impact areas are provided in Appendix
C: Selected Design Plans. As proposed, 0.47 acres (20,500 square feet) of wetlands would be
permanently impacted during construction of the facility and access roads. Additionally, 3,353
linear feet (10,227 square feet) of stream channel will be impacted. Details regarding impacts are
outlined in the table below as well as in the narrative description.
Lee County, NC Timmons Group: PN 41353.006
Luck Stone Sanford Quarry March 2023
Page 7

Table 1. Wetland Impact Summary Table
Impact ID
Impact
Description
Impact
Type
Wetland Area (sq. ft.)
Stream Length (LF) and Area (sq. ft.)
PFO
PSS
PEM
Perennial (R3)
Intermittent (R4)
Length
Area
Length
Area
1
Fill/Grading
Permanent
7,529
2a
Excavation
Permanent
1,089
2b
Excavation
Permanent
9,950
3
Excavation
Permanent
1,345
4
Excavation
Permanent
204
5
Fill/Grading
Permanent
206
6
Fill/Grading
Permanent
32
7
Fill/Grading
Permanent
145
8a
Excavation
Permanent
360
1,314
8b
Excavation
Permanent
923
2,429
9
Excavation
Permanent
67
131
10
Excavation
Permanent
795
2,228
11
Excavation
Permanent
601
2,094
12
Fill/Grading
Permanent
485
1,709
13
Fill/Grading
Permanent
122
322
TOTALS:
8,116
1,089
11,295
360
1,314
2,993
8,913
ACRES:
0.19
0.02
0.26
-
0.03
--
0.20
Impact 1:
If approved, will result in the permanent fill impact of 7,529 square feet (0.17 acres) of palustrine
forested wetlands for the grading and construction of the proposed aerial span bridge. This impact
is unavoidable and necessary to access the site from the stub of the access road being
constructed by others.
Impacts 2, 3, and 4:
If approved, will result in the permanent excavation of 204 square feet of palustrine forested
wetlands, 1,089 square feet (0.03 acres) of palustrine scrub -shrub wetlands, and 11,295 square
feet (0.26 acres) of palustrine emergent wetlands. These impacts are necessary for the initial
mining pit to meet the purpose and need of the project.
Impacts 5 and 7:
If approved, will result in the permanent fill of 351 square feet of palustrine forested wetlands.
These impacts are the minimum necessary to store overburden from the pit excavation. The
grading associated with these impacts will ensure slopes can be stabilized to prevent offsite
sediment migration.
Impact 6:
If approved, will result in the permanent fill of 32 square feet of palustrine forested wetland. This
impact is necessary for the construction of the perimeter access road within the quarry. Slopes
have been designed so that stabilization can be achieved to prevent any offsite sediment
migration.
Lee County, NC Timmons Group: PN 41353.006
Luck Stone Sanford Quarry March 2023
Page 8

Impacts 8, 9, 10, and 11:
If approved, will result in the permanent excavation of 360 linear feet (1,314 square feet) of
perennial channel and 2,386 linear feet (6,882 square feet) of intermittent channel. These impacts
are necessary for the initial mining pit to meet the purpose and need of the project.
Impact 12:
If approved, will result in the permanent fill of 485 linear feet (1,709 square feet) of intermittent
channel. This impact is necessary for overburden storage. Without this impact there would not be
adequate area for overburden storage.
Impact 13:
If approved, will result in the permanent fill of 122 linear feet (322 square feet) of intermittent
stream channel. This impact is necessary for the construction of the perimeter access road within
the quarry. Slopes have been designed so that stabilization can be achieved to prevent any offsite
sediment migration.
Secondary impacts are not anticipated as a result of this Project. The Applicant will adhere to
County and state -mandated erosion and sediment control measures to minimize the possibility
of downstream impacts.
9.0 COMPENSATORY MITIGATION
Compensatory mitigation for these unavoidable impacts will be achieved through the
purchase of off -site mitigation credits from Wetland Mitigation Banks. If credits are unavailable at
the time of permitting, compensatory mitigation will be achieved through payment into the North
Carolina Division of Mitigation Services (DMS) in -lieu fund (see Appendix E: DMS Acceptance
Letter).
The NC Stream Assessment Method (NC SAM) and NC Wetland Assessment Method (NC
WAM) reviews were conducted to gauge feature quality and determine if a lower mitigation ratio
is feasible. If features were determined to be high quality, it is understood that a 2:1 ratio will be
required for wetland and stream mitigation credits. The required compensatory mitigation for
wetlands was determined by first totaling the square footage of wetland impacts by Cowardin
Classification and then converting to acres and rounding to the nearest hundredth decimal. For
streams, the required compensatory mitigation was determined by totaling the linear feet of
stream impacts for both perennial and intermittent streams and then applying the appropriate
mitigation ratio. Based on the NC SAM and WAM ratings, the Applicant proposes 5,325
stream and 0.75 wetland credits. The NC SAM and WAM forms are included in Appendix F. A
summary of the findings is included below in Table 2 and Table 3.
Table 2: Luck Stone Sanford - NC SAM Ratings at Proposed Impact Locations
Impact Site
Data Form ID
Stream
Impact Linear
Feet
Proposed Ratio
Proposed Mitigation
(linearfeet)
Classification
USACE Rating
(All Streams)
NCDWR Rating
(Intermittent)
8a
SAM-33A1-2
Perennial
High
-
360
2:1
720
8b
SAM-33A1-1
Intermittent
Low
Medium
923
1:1
923
9
SAM-33D1-1
Intermittent
High
High
67
2:1
134
10 & 13
SAM-41C1-1
Intermittent
Medium
High
895
1.5:1
1343
11
SAM-54C1-1
Intermittent
High
High
601
2:1
1202
12
SAM-54F1-1
Intermittent
High
High
485
2:1
970
13
SAM-41D1-1
Intermittent
Medium
Medium
22
1.5:1
33
1 3,353
1 -
I5,325
Lee County, INC Timmons Group: PIN 41353.006
Luck Stone Sanford Quarry March 2023
Page 9

Table 3: Luck Stone Sanford - NC WAM Ratings at Proposed Impact Locations
Impact Site
Data Form ID
Wetland
Impact Square Feet
Impact Acres
Proposed Ratio
Proposed Mitigation
Wetland Type
WAM Rating
1
WAM-41E1-1
Bottomland Hardwood Forest
Low
7,529
0.17
1:1
0.17
2
WAM-33C1-1
Headwater Forest
High
11,039
0.25
2:1
0.51
3
WAM-33131-1
Headwater Forest
Medium
1,345
0.03
1.5:1
0.05
4
WAM-54A1-1
Headwater Forest
High
204
0.00
2:1
0.01
5
WAM-54E1-1
Seep
High
206
0.00
2:1
0.01
6
WAM-54131-1
Headwater Forest
High
32
0.00
2:1
0.00
7
WAM-54D1-1
Headwater Forest
High
145
0.00
1 2:1
0.01
Total
-
-
-
20,500
0.47
1 -
0.75
10.0 SUPPORTING SITE INFORMATION
10.1 Threatened and Endangered Species
A protected species review was conducted to gain insight regarding the potential presence
of Endangered Species Act (ESA) listed species within or in the vicinity of the Project. The
following agencies and associated databases were reviewed for likely populations of threatened
and endangered (T&E) species within the Site and within a one -mile radius:
U.S. Fish and Wildlife Services (USFWS) — Information, Planning and Consultations
system (IPaC)
North Carolina Natural Heritage Department (NHP) Database
The results of this review are provided in Appendix G: Threatened and Endangered Species
Information. Based on the results of the review, there are two (2) ESA listed species identified as
potentially present within the Project Area or within the 1-mile search radius. The following
summarizes the results of the review. The following summarizes the results of the review:
• IPaC —Cape Fear Shiner (Notropis mekistocholas) —Endangered
• IPaC — Harperella (Ptilimnium nodosum) — Endangered
Timmons Group prepared and submitted a Project Review Package to the U.S. Fish and
Wildlife Services (USFWS) Raleigh Field Office. USFWS provided a letter on January 12, 2022
stating that the proposed project is not likely to adversely affect any federally listed endangered
or threatened species. That letter is included in Appendix G.
The Project Area is not within 660 feet of a bald eagle nest, nor does in intersect with eagle
concentration areas. Additionally, there is no Critical Habitat identified within the Project Area.
10.2 Cultural Resources
The Applicant has retained Circa — Cultural Resources Management, LLC to conduct a Phase
1 Cultural Resource Survey on the property. The survey will be coordinated with the NC State
Historic Preservation Office (NCSHPO) for review.
11.0 CONCLUSION
Thank you in advance for your attention to this project. Please contact Hunter Wines at (804)
200-6386 or [e-mail] if there are any questions or if additional information is
required.
Lee County, NC Timmons Group: PN 41353.006
Luck Stone Sanford Quarry March 2023
Page 10

FIGURES

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0 1,900 3,800 5,700 7,600 - ••-'� :.
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-
LUCK STONE - LITTLE RIVER T I M M O N S GROUP • a 00
LEE COUNTY, NORTH CAROLINA
FIGURE 1: VICINITY MAP YOUR VISION ACHIEVED THROUGH OURS. •
TIMMONS GROUP JOB NUMBER:41353.006 U.S.G.S. QUADRANGLE(S):SANFORD and BROADWAY
PROJECT STUDY LIMITS:416.3 ACRES DATE(S):2016
LATITUDE:35.396551 WATERSHED(S):UPPER CAPE FEAR (CAPE FEAR RIVER BASIN)
LONGITUDE:-79.131738 HYDROLOGIC UNIT CODE(S):03030004
mi[ed [o constmction, bidding, and/or constmction staking without the express written consent of TIM MONS GROUP.

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Legend
Site Marker
Upper Cape Fear (Cape Fear River Basin)
%■■■■■■7
Hydrologic Unit Code
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DATE
02/ 11 /2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCK STONE - LITTLE RIVER
DESIGNED BY/ DRAWN BY
A. MEHFOUD
NOTES:
Site marker is approximate.
HUC from USGS.
Topographic basemap from
Esri Online.
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 ofTIMMONS GROUP.
REVISIONS
# I MM/DD/YY DESCRIPTION
1 1 12/17/19I Updated per updated project limits.
DRAWING DESCRIPTION
FIGURE 2-
HYDROLOGIC
UNIT CODE MAP
Miles
O 6
PLANS PRINTED AS 1 1X17 ARE HALF SCALE
SCALE SHEET NUMBER
H:
1 " = 3 Miles 1
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DATE
02/11 /2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCK STONE - LITTLE RIVER
DESIGNED BY / DRAWN BY
A. MEHFOUD
NOTES:
Project Limits are
approximate.
NWI from US Fish and
Wildlife Service.
Soils data from SSURGO.
National Hydrography
Dataset from USGS.
Aerial imagery from NC
OneMap.
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 ofTIMMONS GROUP.
REVISIONS
# I MM/DD/YY I DESCRIPTION
1 1 111 T1 9 1 Updated per updated project limits.
DRAWING DESCRIPTION
FIGURE 3:
ENVIRONMENTAL
INVENTORY MAP
SCALE (FEET)
0 PLANS PRINTED AS� Xo0 117 ARE HALF SCALE
SCALE I SHEET NUMBER
H:1 " = 350 '
ared Exhibits\41353.006-EIM.mxd

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Resource
Identification
PFO
(sq ft)
PSS
(sq ft)
PEM
(sq ft)
POW
(sq ft)
R3
(If)
R4
(If)
R6
(If)
Ditch
(If)
Description
Notes*
A
2,219
NT/ V
B
444,664
6,997
65,609
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT/ V
E
1,606
NT/ V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT/ V
I
49
NT/ V
J
270
NT/ V
K
2,844
NT/ V
L
306
NT/ V
M
574
NT/ V
N
243
NT/ V
0
53,562
NT/ V
P
743,831
53,784
4,780
NT/ V
Q
311
NT/ V
R
232
NT/ V
S
151
NT / V
T
3,211
NT / V
U
622
NT / V
V
2,969
NT/ V
W
205
NT / V
X
143
NT / V
Y
579
NT / V
Z
551
NT / V
A2
62
NT / V
B2
217
NT / V
C2
456
NT / V
D2
65
NT / V
E2
134
523
30,741
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ NV
H2
248
NT/ NV
12
89
NT/ NV
J2
770
923
NT/ NV
K2
67
NT/ NV
L2
461
NT/ NV
M2
796
NT/ NV
N2
746
NT/ NV
P2
686
NT/ NV
R2
525
NT/ NV
S2
717
445
NT/ NV
T2
20
NT/ NV
U2
54
NT/ NV
W2
45
NT/ NV
)2
920
NT/ NV
Y2
24
NT/ NV
B3
539
NT/ NV
C3
408
NT/ NV
G3
317
NT/ NV
H3
388
142
NT/ NV
13
40
NT/ NV
J3
824
385
NT/ NV
K3
194
NT/ NV
L3
112
NT/ NV
M3
10
NT/ NV
N3
49
NT / V
03
13,784
NT/ V
P3
4,536
NT / V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area =
1,740,767 sq ft
39.96 a
Total Stream Length =
21,892 If
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland;
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water,
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
Project Study Limits- 416.3 Acres
© Stream Identifier
© Wetland Identifier
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
0 Palustrine Scrub -Shrub (PSS) Wetlands
0 Palustrine Open Water (POW)
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DATE
03/04/2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY / DRAWN BY
M.COOLEY
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 been
confirmed by the U.S. Army Corps
of Engineers ((SAW-2020-00234).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
a
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
.....�e..I-TIRARA-1c! ­1 10
REVISIONS
# MM/DD/YY DESCRIPTION
DRAWING DESCRIPTION
FIGURE 4:
WETLANDS AND
WATERS OF THE
U.S. DELINEATION
MAP
SCALE (FEET)
O PLANS PRINTED AS
VJO ARE HALF SCALE
SCALE SHEET NUMBER
H:1 " = 325 ' 1 of 9
)rd\GIS\WTDM\41353.006-WTDM-Confirmed.mxd

g
sr
Qa
a
dace wayI
"'
.." gz, v,. Sue Ln
Resource
Confirmation
Resource
Identification
PFO
(sq ft)
PSS
(sq ft)
PEM
(sq ft)
POW
(sq ft)
R3
(If)
R4
(If)
R6
(If)
Ditch
(If)
Description
Notes*
A
2,219
NT / V
B
444,664
6,997
65,609
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT/ V
E
1,606
NT/ V
F
7 200
NT / V
G
32,385
NT/ V
H
186,185
36,615
NT/ V
I
49
NT / V
J
270
NT / V
K
2,844
NT / V
L
306
NT / V
M
574
NT / V
N
243
NT / V
0
53,562
NT/ V
P
743,831
53,784
4,780
NT/ V
Q
311
NT / V
R
232
NT / V
S
151
NT / V
T
3,211
NT / V
U
622
NT / V
V
2,969
NT/ V
W
205
NT / V
X
143
NT / V
Y
579
NT / V
Z
551
NT / V
A2
62
NT / V
B2
217
NT / V
C2
456
NT / V
D2
65
NT / V
E2
134
523
30,741
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ NV
H2
248
NT / NV
I2
89
NT / NV
J2
770
923
NT/ NV
K2
67
NT / NV
L2
461
NT / NV
M2
796
NT / NV
N2
746
NT/ NV
P2
686
NT/ NV
R2
525
NT/ NV
S2
717
445
NT / NV
T2
20
NT / NV
U2
54
NT / NV
W2
45
NT / NV
X2
920
NT/ NV
Y2
24
NT / NV
B3
539
NT/ NV
C3
408
NT / NV
G3
317
NT / NV
H3
388
142
NT/ NV
I3
40
NT / NV
J3
824
385
NT / NV
K3
194
NT/ NV
L3
112
NT/ NV
M3
10
NT / NV
N3
49
NT / V
03
13,784
NT/ V
P3
4,536
NT / V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area =
1,740,767 sq It
39.96 ac
Total Stream Length =
21,892 If
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland,
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water;
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
Project Study Limits- 416.3 Acres
© Stream Identifier
© Wetland Identifier
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
0 Palustrine Scrub -Shrub (PSS) Wetlands
0 Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
Minor - 1 Foot
Ir
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DATE
03/04/2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY/ DRAWN BY
M.COOLEY
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 been
confirmed by the U.S. Army Corps
of Engineers ((SAW-2020-00234).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
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 ofTIMMONS GROUP.
I REVISIONS I
r#1 MM/DD/YY DESCRIPTION
DRAWING DESCRIPTION
FIGURE 4-
WETLANDS AN D
WATERS OF THE
U.S. DELINEATION
MAP
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Y:\804\41353.006-LuckStone Sanford\GIS\WTDM\41353.006-WTDM-Confirmed.mxd

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Resource
Confirmation
Resource
Identification
PFO
(sq ft)
PSS
(sq ft)
PEM
(sq ft)
POW
(sq ft)
R3
(If)
R4
(If)
R6
(If)
Ditch
(If)
Description
Notes*
A
2,219
NT/ V
B
444,664
6,997
65,609
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT/ V
E
1,606
NT/ V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT/ V
I
49
NT/ V
J
270
NT/ V
K
2,844
NT/ V
L
306
NT/ V
M
574
NT/ V
N
243
NT/ V
0
53,562
NT/ V
P
743,831
53,784
4,780
NT/ V
Q
311
NT/ V
R
232
NT/ V
S
151
NT/ V
T
3,211
NT/ V
U
622
NT/ V
V
2,969
NT/ V
W
205
NT/ V
X
143
NT/ V
Y
579
NT/ V
Z
551
NT/ V
A2
62
NT/ V
B2
217
NT/ V
C2
456
NT/ V
D2
65
NT/ V
E2
134
523
30,741
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ NV
H2
248
NT/ NV
12
89
NT/ NV
J2
770
923
NT/ NV
K2
67
NT/ NV
L2
461
NT/ NV
M2
796
NT/ NV
N2
746
NT/ NV
P2
686
NT/ NV
R2
525
NT/ NV
S2
717
445
NT/ NV
T2
20
NT / NV
U2
54
NT/ NV
W2
45
NT / NV
X2
920
NT/ NV
Y2
24
NT/ NV
B3
539
NT/ NV
C3
408
NT/ NV
G3
317
NT/ NV
H3
388
142
NT/ NV
13
40
NT/ NV
J3
824
385
NT/ NV
K3
194
NT/ NV
L3
112
NT/ NV
M3
10
NT/ NV
N3
49
NT/ V
03
13,784
NT/ V
P3
4,536
NT/ V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area =
1,740,767 sq ft
39.96 a
Total Stream Length =
21,892 If
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland;
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water,
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
Project Study Limits- 416.3 Acres
© Stream Identifier
© Wetland Identifier
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
0 Palustrine Scrub -Shrub (PSS) Wetlands
0 Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
Minor - 1 Foot
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PROJECT NAME & LOCATION
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LU
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DATE
03/04/2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY/ DRAWN BY
M.COOLEY
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 been
confirmed by the U.S. Army Corps
of Engineers ((SAW-2020-00234).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
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 &TIMMONS GROUP.
I REVISIONS
r# I MM/DD/YY I DESCRIPTION
DRAWING DESCRIPTION
FIGURE 4-
WETLANDS AND
WATERS OF THE
U.S. DELINEATION
MAP
SCALE (FEET)
O 100 PLANS PRINTED AS 111X117 ARE HALF SCALEo0 SCALE SHEET NUMBER
H:1 " = 100 ' 3 of 9
e
1353.006-WTDM-Confirmed. mxd

gE=
1" gylvia Sue Ln
Resource
Confirmation
Resource
Identification
PFO
(sq ft)
PSS
(sq ft)
PEM
(sq ft)
POW
(sq ft)
R3
(If)
R4
(If)
R6
(If)
Ditch
(If)
Description
Notes*
A
2,219
NT / V
B
444,664
6,997
65,609
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT/ V
E
1,606
NT/ V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT/ V
I
49
NT / V
J
270
NT / V
K
2,844
NT / V
L
306
NT / V
M
574
NT / V
N
243
NT / V
0
53,562
NT/ V
P
743,831
53,784
4,780
NT/ V
Q
311
NT / V
R
232
NT / V
S
151
NT / V
T
3,211
NT / V
U
622
NT / V
V
2,969
NT/ V
W
205
NT / V
X
143
NT / V
Y
579
NT / V
Z
551
NT / V
A2
62
NT / V
B2
217
NT / V
C2
456
NT / V
D2
65
NT / V
E2
134
523
30,741
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ NV
H2
248
NT / NV
I2
89
NT / NV
J2
770
923
NT/ NV
K2
67
NT / NV
L2
461
NT / NV
M2
796
NT / NV
N2
746
NT/ NV
P2
686
NT/ NV
R2
525
NT/ NV
S2
717
445
NT / NV
T2
20
NT / NV
U2
54
NT / NV
W2
45
NT / NV
X2
920
NT/ NV
Y2
24
NT / NV
B3
539
NT/ NV
C3
408
NT / NV
G3
317
NT / NV
H3
388
142
NT/ NV
I3
40
NT / NV
J3
824
385
NT / NV
K3
194
NT/ NV
L3
112
NT/ NV
M3
10
NT / NV
N3
49
NT / V
03
13,784
NT/ V
P3
4,536
NT / V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area =
1,740,767 sq It
39.96 ac
Total Stream Len th =
9
21 892 If
•
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland,
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland, POW= Palustrine Open Water,
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
Project Study Limits- 416.3 Acres
© Stream Identifier
© Wetland Identifier
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
0 Palustrine Scrub -Shrub (PSS) Wetlands
0 Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
Minor - 1 Foot
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DATE
03/04/2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY/ DRAWN BY
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Y:\804\41353.006-LuckStone Sanford\GIS\WTDM\41353.006-WTDM-Confirmed.mxd

gE=
1" gylvia Sue Ln
Resource
Confirmation
Resource
Identification
PFO
(sq ft)
PSS
(sq ft)
PEM
(sq ft)
POW
(sq ft)
R3
(If)
R4
(If)
R6
(If)
Ditch
(If)
Description
Notes*
A
2,219
NT / V
B
444,664
6,997
65,609
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT/ V
E
1,606
NT. V
F
7,200
NT/ V
G
32 385
NT / V
H
186,185
36,615
NT/ V
I
49
NT / V
J
270
NT / V
K
2 844
NT / V
L
306
NT / V
M
574
NT / V
N
243
NT / V
0
53,562
NT/ V
P
743,831
53,784
4,780
NT/ V
Q
311
NT / V
R
232
NT / V
S
151
NT / V
T
3,211
NT / V
U
622
NT / V
V
2,939
NT/ V
W
205
NT / V
X
143
NT / V
Y
579
NT / V
Z
551
NT / V
A2
62
NT / V
B2
217
NT / V
C2
456
NT / V
D2
65
NT / V
E2
134
523
30,741
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ NV
H2
248
NT / NV
I2
89
NT / NV
J2
770
923
NT/ NV
K2
67
NT / NV
L2
461
NT / NV
M2
796
NT / NV
N2
746
NT/ NV
P2
686
NT/ NV
R2
525
NT/ NV
S2
717
445
NT/ NV
T2
20
NT / NV
U2
54
NT / NV
W2
45
NT / NV
X2
920
NT/ NV
Y2
24
NT / NV
B3
539
NT/ NV
C3
408
NT / NV
G3
317
NT / NV
H3
---
142
NT/ NV
I3
40
NT / NV
J3
824
385
NT / NV
K3
194
NT/ NV
L3
112
NT/ NV
M3
10
NT / NV
N3
49
NT / V
03
13,784
NT/ V
P3
4 536
NT / V
Tota I
1 517 465
8 181
179 600
35 521
14 617
7 275
0
0
Total Wetland Area =
1,740,767 sq ft
39.96 ac
Total Stream Length =
21,892 If
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland;
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water;
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
Project Study Limits- 416.3 Acres
© Stream Identifier
© Wetland Identifier
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
0 Palustrine Scrub -Shrub (PSS) Wetlands
0 Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
Minor - 1 Foot
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DATE
03/04/2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY/ DRAWN BY
M.COOLEY
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 been
confirmed by the U.S. Army Corps
of Engineers ((SAW-2020-00234).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based sole)
Y
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
1 These plans and associated documents are the
Nh Q 1 exclusive property of TIMMONS GROUP and
' _ may not be reproduced in whole or in part and
p _ shall not be used for any purpose whatsoever,
-(� inclusive, but not limited to construction, bidding,
and/or construction staking without the express
' written consent ofTIMMONS GROUP.
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259 \ - S'
I REVISIONS
I # I MM/DD/YY DESCRIPTION
DRAWING DESCRIPTION
FIGURE 4-
WETLANDS AN D
WATERS OF THE
U.S. DELINEATION
MAP
SCALE (FEET)
O PLANS PRINTED AS 111X117 ARE HALF SCALE o0
SCALE SHEET NUMBER
H:1 " = 100 ' 5 of 9
e Sanford\GIS\WTDM\41353.006-WTDM-Confirmed.mxd

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Resource
Confirmation
Resource
Identification
PFO
(sq ft)
PSS
(sq ft)
PEM
(sq ft)
POW
(sq ft)
R3
(If)
R4
(If)
R6
(If)
Ditch
(If)
Description
Notes*
A
2,219
NT / V
B
444,664
6,997
65,509
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT/ V
E
1,606
NT/ V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT/ V
I
49
NT / V
J
270
NT / V
K
2,844
NT / V
L
306
NT / V
M
574
NT / V
N
243
NT / V
0
53,562
NT/ V
P
743,831
53,784
4,780
NT/ V
0
311
NT / V
R
232
NT / V
S
151
NT / V
T
3,211
NT / V
U
622
NT / V
V
2,969
NT/ V
W
205
NT / V
X
143
NT / V
Y
579
NT / V
Z
551
NT / V
A2
62
NT / V
B2
217
NT / V
C2
456
NT / V
D2
65
NT / V
E2
134
523
3Q,741
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ NV
H2
248
NT / NV
I2
89
NT / NV
-
770
923
NT/ NV
K2
67
NT / NV
L2
461
NT / NV
M2
796
NT / NV
N2
746
NT/ NV
P2
686
NT/ NV
R2
525
NT/ NV
S2
717
445
NT/ NV
T2
20
NT / NV
U2
54
NT / NV
W2
45
NT / NV
X2
920
NT/ NV
Y2
24
NT / NV
B3
539
NT/ NV
C3
408
NT / NV
G3
317
NT / NV
H3
388
142
NT/ NV
I3
40
NT / NV
J3
824
385
NT / NV
K3
194
NT/ NV
L3
112
NT/ NV
M3
10
NT / NV
N3
49
NT / V
03
13,784
NT/ V
P3
4,536
NT / V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area =
1,740,767 sq It
39.96 ac
Total Stream Length --
21,892 If
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland,
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water;
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
Project Stud Limits- 416.3 Acres
� v
© Stream Identifier
© Wetland Identifier
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
0 Palustrine Scrub -Shrub (PSS) Wetlands
0 Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
Minor - 1 Foot
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DATE
03/04/2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY/ DRAWN BY
M.COOLEY
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Y:\804\41353.006-LuckStone Sanford\GIS\WTDM\41353.006-WTDM-Confirmed.mxd

gE=
trace v;aY ,
m
1" gylvia Sue Ln
Resource
Confirmation
Resource
Identification
PFO
(sq ft)
PSS
(sq ft)
PEM
(sq ft)
POW
(sq ft)
R3
(If)
R4
(If)
R6
(If)
Ditch
(If)
Description
Notes*
A
2,219
NT/ V
B
444,664
6,997
65,609
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT/ V
E
1,606
NT/ V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT/ V
I
49
NT/ V
J
270
NT/ V
K
2,844
NT/ V
L
306
NT/ V
M
574
NT/ V
N
243
NT/ V
0
53,562
NT/ V
P
1743,831
53,784
4,780
NT/ V
Q
311
NT/ V
R
232
NT/ V
S
151
NT/ V
T
3,211
NT/ V
U
622
NT/ V
V
2,969
NT/ V
W
205
NT/ V
X
143
NT/ V
Y
579
NT/ V
Z
551
NT/ V
A2
62
NT/ V
B2
217
NT/ V
C2
456
NT/ V
D2
65
NT/ V
E2
134
523
30,741
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ NV
H2
248
NT/ NV
12
89
NT/ NV
J2
770
923
NT/ NV
K2
67
NT/ NV
L2
461
NT/ NV
M2
796
NT/ NV
N2
746
NT/ NV
P2
686
NT/ NV
R2
525
NT/ NV
S2
717
445
NT/ NV
T2
20
NT/ NV
U2
54
NT/ NV
W2
45
NT/ NV
X2
920
NT/ NV
Y2
24
NT/ NV
B3
539
NT/ NV
C3
408
NT/ NV
G3
317
NT/ NV
H3
388
142
NT/ NV
13
40
NT/ NV
J3
824
385
NT/ NV
K3
194
NT/ NV
L3
I
NT/ NV
M3
10
NT/ NV
N3
49
NT/ V
03
13,784
NT/ V
P3
4,536
NT/ V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area =
1,740,767 sq It
39.96 a
Total Stream Length =
21,892 If
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland;
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland, POW= Palustrine Open Water,
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
Project Study Limits- 416.3 Acres
© Stream Identifier
© Wetland Identifier
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
0 Palustrine Scrub -Shrub (PSS) Wetlands
0 Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
Minor - 1 Foot
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DATE
03/04/2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY/ DRAWN BY
M.COOLEY
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 been
confirmed by the U.S. Army Corps
of Engineers ((SAW-2020-00234).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
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 ofTIMMONS GROUP.
I REVISIONS
I # I MM/DD/YY I DESCRIPTION
DRAWING DESCRIPTION
FIGURE 4-
WETLANDS AND
WATERS OF THE
U.S. DELINEATION
MAP
SCALE (FEET)
0 100 PLANS PRINTED AS 111X117 ARE HALF SCALE o0
SCALE SHEET NUMBER
H:1 " = 100 ' 7 of 9
e
1353.006-WTDM-Confirmed. mxd

gE=
S'�.y Pt =
ace way
.." gylNa Sue Ln
Resource
Confirmation
Resource
Identification
PFO
(sq ft)
PSS
(sq ft)
PEM
(sq ft)
POW
(sq ft)
R3
(If)
R4
(If)
R6
(If)
Ditch
(If)
Description
Notes*
A
2,219
NT / V
B
444,664
6,997
65, 509
NT / V
C
25,852
NT/ V
D
1,184
10,467
NT/ V
E
1,606
NT/ V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT/ V
I
49
NT / V
J
270
NT / V
K
2,844
NT / V
L
306
NT / V
M
574
NT / V
N
243
NT / V
0
53,562
NT/ V
P
743,831
53,784
4,780
NT/ V
Q
311
NT / V
R
232
NT / V
S
151
NT / V
T
3,211
NT / V
U
622
NT / V
V
2,969
NT/ V
W
205
NT / V
X
143
NT / V
Y
579
NT / V
Z
551
NT / V
A2
62
NT / V
B2
217
NT / V
C2
456
NT / V
D2
65
NT / V
E2
134
523
30,741
NT/ V
F2
7,601
NIT/ NV
G2
3,396
NIT/ NV
H2
248
NT / NV
I2
89
NT / NV
J2
770
923
NIT/ NV
K2
67
NT / NV
L2
461
NT / NV
M2
796
NT / NV
N2
746
NIT/ NV
P2
686
NIT/ NV
R2
525
NIT/ NV
S2
717
445
NIT/ NV
T2
20
NT / NV
U2
54
NT / NV
W2
45
NT / NV
X2
---
NT/ NV
Y2
24
NT / NV
B3
539
NIT/ NV
C3
408
NT / NV
G3
317
NT / NV
H3
388
142
NIT/ NV
I3
40
NT / NV
J3
824
385
NT / NV
K3
194
NIT/ NV
L3
112
NIT/ NV
M3
10
NT / NV
N3
49
NT / V
03
13,784
NT/ V
P3
4,536
NT / V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area =
1,740,767 sq It
39.96 ac
Total Stream Length =
21,892 If
* T=Tidal NT=Non-tidal V=Ve etated NV=Non-Ve etated PFO=Palustrine Forested Wetland
9 9
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water,
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
Project Study Limits- 416.3 Acres
© Stream Identifier
© Wetland Identifier
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
0 Palustrine Scrub -Shrub (PSS) Wetlands
0 Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
Minor - 1 Foot
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DATE
03/04/2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY/ DRAWN BY
M.COOLEY
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 been
confirmed by the U.S. Army Corps
of Engineers ((SAW-2020-00234).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
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 ofTIMMONS GROUP.
I REVISIONS
I # I MM/DD/YY DESCRIPTION
DRAWING DESCRIPTION
FIGURE 4:
WETLANDS AN D
WATERS OF THE
U.S. DELINEATION
MAP
SCALE (FEET)
O PLANS PRINTED AS 111X117 ARE HALF SCALE o0
SCALE SHEET NUMBER
H:1 " = 100 ' 8 of 9
e
1353.006-WTDM-Confirmed. mxd

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Resource
Identification
PFO
(sq ft)
PSS
(sq ft)
PEM
(sq ft)
POW
(sq ft)
R3
(If)
R4
(If)
R6
(If)
Ditch
(If)
Description
Notes*
A
2,219
NT / V
B
444,664
6,997
65,509
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT/ V
E
1 606
NT / V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT/ V
I
49
NT / V
J
270
NT / V
K
2 844
NT / V
L
306
NT / V
M
574
NT / V
N
243
NT / V
0
53,562
NT/ V
P
743,831
53,784
4,780
NT/ V
Q
311
NT / V
R
232
NT / V
S
151
NT / V
T
3,211
NT / V
U
622
NT / V
V
2,969
NT/ V
W
205
NT / V
X
143
NT / V
Y
579
NT / V
Z
551
NT / V
A2
62
NT / V
B2
217
NT / V
C2
456
NT / V
D2
65
NT / V
E2
134
523
30,741
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ NV
H2
248
NT / NV
I2
89
NT / NV
J2
770
923
NT/ NV
K2
67
NT / NV
L2
461
NT / NV
M2
796
NT / NV
N2
746
NT/ NV
P2
686
NT/ NV
R2
525
NT/ NV
S2
717
445
NT/ NV
T2
20
NT / NV
U2
54
NT / NV
W2
45
NT / NV
X2
920
NT/ NV
Y2
24
NT / NV
B3
539
NT/ NV
C3
408
NT / NV
G3
317
NT / NV
H3
388
142
NT/ NV
I3
40
NT / NV
J3
824
385
NT / NV
K3
194
NT/ NV
L3
112
NT/ NV
M3
10
NT / NV
N3
49
NT / V
03
13,784
NT/ V
P3
4,536
NT / V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area =
1,740,767 sq ft
39.96 ac
Total Stream Length =
21,892 If
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland,
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water;
EIW= Estuarine Intertidal Wetlands, R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
Project Study Limits- 416.3 Acres
© Stream Identifier
© Wetland Identifier
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
0 Palustrine Scrub -Shrub (PSS) Wetlands
0 Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
Minor - 1 Foot
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PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY/ DRAWN BY
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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 been
confirmed by the U.S. Army Corps
of Engineers ((SAW-2020-00234).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
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 ofTIMMONS GROUP.
I REVISIONS
I # I MM/DD/YY DESCRIPTION
DRAWING DESCRIPTION
FIGURE 4:
WETLANDS AN D
WATERS OF THE
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Temporary Permanent
Impact
Temporary Permanent
1
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2
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4
204
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206
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32
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145
8
1,283
3743
9
67
131
10
795
2228
11
601
2094
12
485
1709
13
122
322
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20,500 sq ft
0 If
3,353 If
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ac
0.47 ac
0.00 ac
110,22E7sqft0.00
Legend
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r LGD
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Proposed Grading
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© Wetland Impact
Permanent Stream Impact
Perennial Stream (R3)
Intermittent Stream (R4)
Ephemeral Stream (R6)
--- Overland Flow
- Culvert
Permanent Wetland Impact
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Palustrine Scrub -Shrub (PSS) Wetlands
0 Palustrine Open Water (POW)
Existing Topography
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PROJECT NUMBER
41353.006
PROJECT NAME
LUCK STONE SANFORD
DESIGNED BY/ DRAWN BY
M.COOLEY
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by Timmons
Group.
2. Portions of the Waters of the
U.S. have been confirmed by the
U.S. Army Corps of Engineers
(SAW-2020-00234).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based on NC
DWQ Stream Identification form
version 4.11.
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 ofTIMMONS GROUP.
I REVISIONS I
I#I MM/DD/YY I DESCRIPTION
DRAWING DESCRIPTION
FIGURE 5:
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
O700 PLANS PRINTEDAS 3G7 RE HALF SCALE
4\41353.006-LuckStone Sa
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1`871
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Impact ID
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Wetland (sq. ft)
Stream (If)
Stream (sq. ft)
Impact
Temporary Permanent
Impact
Temporary Permanent
Impact
Temporary Permanent
1
7,529
2
11,039
3
1,345
4
204
5
206
6
32
7
145
8
1,283
3743
9
67
131
10
795
2228
11
601
2094
12
485
1709
13
122
322
Total
0 sq ft
20,500 sq ft
0 If
3353 If
,
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10,227 sqd
0.00 ac
0.47 ac
0.00 ac
0.23 ac
Legend
Project Study Limits- 416.3 Acres
r LOD
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aoi
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Proposed Grading
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--- Overland Flow
- Culvert
Permanent Wetland Impact
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Palustrine Scrub -Shrub (PSS) Wetlands
0 Palustrine Open Water (POW)
Existing Topography
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DATE
07/06/2022
PROJECT NUMBER
41353.006
PROJECT NAME
LUCK STONE SANFORD
DESIGNED BY/ DRAWN BY
M.COOLEY
1. Waters of the U.S. within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by Timmons
Group.
2. Portions of the Waters of the
U.S. have been confirmed by the
U.S. Army Corps of Engineers
(SAW-2020-00234).
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based on NC
DWQ Stream Identification form
version 4.11.
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 ofTIMMONS GROUP.
I REVISIONS I
I#I MM/DD/YY I DESCRIPTION
DRAWING DESCRIPTION
FIGURE 5-
PRELIMINARY
JURISDICTIONAL
WATERS OF THE
U.S. IMPACTS MAP
SCALE (FEET)
O100 200 PLANS PRINTED AS 11 17 RE HALF SCALE
H:1 " = 100 ' I 2 of 2
uCKStone 5a
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Project Study Limits - 416.3 Acres
Zone A: 1 %Annual Chance Flood Hazard �y
L
0
NOTES:
Project Limits are
approximate.
Aerial imagery from NC
OneMap.

Adjacent Property Owners
Label
PIN
Owner
Address # Address Name
City
State
Zip Code ���,. �IVA
27332
1
9660-44-4258-00
BULLARD, HAZEL CARTER
5360 NC 87 S
SANFORD
NC
ti 2
I
9660-23-7417-00
BULLARD, HAZEL CARTER
5360 NC 87 S
SANFORD
NC
27332
27332
3
9660-41-1100-00
WINSTEAD, CARSON COOPER
125 WINSTEAD RD
SANFORD
NC
4
9569-08-5058-00
COOK, DOROTHY STONE & COOK, WILLIAM MAYNARD
211 WOOD -IAVEN DR
LEXINGTON
NC
27295
27295
27332 t
5
9569-08-2655-00
COOK, DOROTHY STONE & COOK, WILLIAM MAYNARD
211 WOODHAVEN DR
LEXINGTON
NC
6
9569-57-3513-00
CORRADO RONALD R JR & CORRADO CHRISTINE G
830 SOUTH PARK WAY
SANFORD
NC
27332
27332
7
9569-57-4023-00
CORRADO, RONALD R JR & CORRADO, CHRISTINE G
830 SOUTH PARK WAY
SANFORD
NC
8
9660-42-2929-00
THOMAS, QUINTON KELLY
5740 S NC 87 HWY
SANFORD
NC
9
27265 s=
27330
9660-36-8707-00
FIG BROADWELL LLC
7858 CLINARD FARMS RD
HIGH POINT
NC
10
9559-99-3305-00
GADDY, WALTER FRANK JR & GADDY, MELANIE Y
373 FRED STONE RD
SANFORD
NC
11
9569-18-5293-00
GLADDEN, EDITH STONE
305 GLADDEN LN
SANFORD
NC
27330
12
9650-82-9777-00
HARRINGTON, TOM H II
3165 SAINT ANDREWS CHURCH RD
SANFORD
NC
27332
13
9650-82-1741-00
HARRINGTON, TOM II
3165 SAINT ANDREWS CHURCH RD
SANFORD
NC
27332
14
9569-26-3675-00
HATTLER, PATRICIA T
3690 SWANNS STATION RD
SANFORD
NC
27332
15
9569-37-9457-00
KELLY, BROOKS BARRETT & KELLY, PATRICIA J
650 SALEM CHURCH RD
SANFORD
NC
27330
16
9559-99-8251-00
LUCK LEE COUNTY LLC
PO BOX 29682
RICHMOND
VA
23242
17
9650-81-6612-00
LUCK STONE CORPORATION
PO BOX 29682
RICHMOND
VA
23242
18
9660-13-8685-00
LUCK STONE CORPORATION
PO BOX 29682
RICHMOND
VA
23242
19
9569-49-2793-00
MCNEILL, BEVERLY S
368 FRANK WICKER RD
SANFORD
NC
27330
20
9559-89-5892-00 IPARRISH, STANLEY M
PO BOX2532
SANFORD
NC 27331
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LI
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Project Study Limits- 416.3 Acres
Adjacent Parcels
Lee County Tax Parcel
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DATE
10/12/2022
PROJECT NUMBER
41353.006
PROJECT NAME
LUCK STONE - SANFORD
DESIGNED BY / DRAWN BY
M.COOLEY
NOTES:
Project Limits are
approximate.
Aerial imagery from NC
OneMap.
00
ettand Q These plans and associated documents are the
�iGk �AI exclusive property of TIMMONS GROUP and
may not be reproduced in whole or in part and
dLp`f�@'Ln shall not be used for any purpose whatsoever,
inclusive, but not limited to construction, bidding,
` andconstruction staking without the express
written
consent ofTIMMONS GROUP.
REVISIONS
# MM/DD/YY DESCRIPTION
DRAWING DESCRIPTION
FIGURE 7:
ADJACENT
PROPERTY
OWNERS MAP
SCALE (FEET)
0u9a/d Rd G
PLANS PRINTED AS 1 X ARE HALF SCALE
SCALE SHEET NUMBER
0
H:1 " = 775 '
4
uckStone Sanford\GIS\Common Shared Exhibits\41353.006-APO.mxd

APPENDIX A
PCN FORM & ENG 4345

U.S. Army Corps of Engineers (USACE) Form Approved -
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB No. 0710-0003
33 CFR 325. The proponent agency Is CECNFCO-R. I
Expires: 01.oW-2018
The public reporting burden for this collection of information, OMB Control Number 0710-0003, is estimated to average 11 hairs per response, Including the time
for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of
Information. Send comments regarding the burden estimate or burden reduction suggestions to the Department of Defense, Washington Headquarters Services,
at ty ,lIt4adex esd mbx dd-dod-information-milpciionsAMi: rpp: Respondents should be aware that notwithstanding any other provision of law, no person shall
be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT
RETURN YOUR APPLICATION TO THE ABOVE EMAIL.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404,33 USC 1344; Marine Protection, Research, and Sanctuaries Act,
Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form
will be used in evaluating the application for a permit. Routine Uses: This Information may be shared with the Department of Justice and other federal, state, and
local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information
is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good
reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings andtor instructions)
and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned.
System of Record Notice (SORN). The information received is entered into our permit tracking database and a SORN has been completed (SORN #A1145b)
and may be accessed at the following website: nttp:lldpctd defense. g l r 11 1 4
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 12, FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE
5. APPLICANTS NAME
First - Mark
(ITEMS BELOW TO BE FILLED BYAPPLICANn
Middle - Last - Williams
Company - Luck Stone Corporation
E-mail [e-mail]
6. APPLICANTS ADDRESS:
8. AUTHORIZED AGENTS NAME AND TITLE (agent is not required)
First - Hunter Middle - Last - Wines
Company - Timmons Group
E-mail Address -hunter.wines®tmmons-corn
9. AGENTS ADDRESS:
Address- PO Box 29682 Address- 1001 Boulders Parkway, Suite 300
City - Richmond State - VA Zip - 23242 Country -USA City - Richmond State - VA Zip - 23225 Country -USA
7. APPLICANTS PHONE NOs. WAREA CODE 10. AGENTS PHONE NOs. WAREA CODE
a. Residence b. Business c. Fax a. Residence b. Business c. Fax
804-476-6404 804-200-6386
STATEMENT OF AUTHORIZATION
11. 1 hereby authorize, Timmons Group to act in rry behalf as my agent in the processing of this application and to furnish, upon request,
supplemental informsupport-ofJplipliiicattiion- {/ �
SIGNATURE OF APPLICANT DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Luck Stone Sanford Quarry
13. NAME OF WATERBODY, IF KNOWN (if applicable)
Upper Little River and Juniper Creek
15. LOCATION OF PROJECT
Latitude: -N 35.396551 Longitude: -W-79.131738
14. PROJECT STREET ADDRESS (if applicable)
Address N/A
City - State- Zip-
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Multiple (See Support Document) Municipality Lee County
Section -
Township - Sanford
ENG FORM 4345, MAY 2018
Range -
PREVIOUS EDITIONS ARE OBSOLETE
Page 3 of 1

17. DIRECTIONS TO THE SITE
See Support Document
18. Nature of Actively (Description of project, include all features)
See Support Document
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
See Support Document
USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
See Support Document
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
Fc"Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
es See Support Document
or
Linear Feet
23. Description of Avoidance, Minimization, and Compensation (see instructions)
See Support Document
ENG FORM 4346, MAY "18 rage a ar e

24. Is Any Portion of the Work Already Complete? Yes ❑X No IF YES, DESCRIBE THE COMPLETED WORK
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (K more ton can be enmred here, PIme Ouch a 940 "°1 Q
a. Address- See Support Document
City -
State - Zp .
b. Address -
City - State - Zip -
c. Address -
City - We - Zip -
I, d. Address -
City - State - Zip
e. Address -
City - State - Zip
26. List of Other Certificatas or ApprovalslDenials received from other Federal. State, or Local Agencies for Work Described in This ApplIcatlon.
AGENCY TYPE APPROVAL' IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
• Would include but Is not restricted to zoNng, building, and flood plain permits
27. Application Is hereby made for permit or permits to authorize the work described in thls application. I certify that this information in this application Is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the
applicant
I Y1_ II 30 2Z-
il
SIGNAT11RE OF APPLICANT DATE SIGNATURE OF AGENT D TE
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any -trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent
statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent
statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
EIvG FORM A94.i',1MAY2018 Page 3 of 3

APPENDIX B
WATERS DELINEATION INFORMATION

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-00234 County: Lee County U.S.G.S. Quad: Sanford
NOTIFICATION OF JURISDICTIONAL DETERNIINATION
Property Owner/Applicant:
Address:
Telephone Number:
Timmons Group
Dan Cox
1001 Boulders Parkway Suite 300
Richmond, Virginia 23225
804-200-6512
Size (acres) 416.3 (approximately)
Nearest Waterway Juniper Creek
USGS HUC 03030004
Nearest Town Sanford
River Basin Cape Fear
Coordinates Latitude:35.396551
Longitude:-79.131738
Location description: The 416 acre (approximate) site is located at the terminus of Fred Stone Road, south of Sanford, in Lee
County, North Carolina and is identified as the Luckstone Little River Quarry Site (see attached maps).
Indicate Which of the Following Apply:
A. Preliminary Determination
X There are waters, including wetlands, on the above described project area, 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. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
_ There are wetlands on the above described 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 overall 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 of the U.S. on your 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 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 of the U.S., including wetlands, on the above described project area subject to the permit requirements
of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We recommend you have the waters of the U.S. on your 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.
Page 1 of 2

SAW-2020-00234
_ The waters of the U.S., including wetlands, on your project area have been delineated and the delineation has been
verified by the Corps. 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.
_ The waters of the U.S., including wetlands, have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . 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 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 Morehead City, 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 James Lastint!er at
[phone] or James.C.Lastinger(&usace.armv.mil.
C. Basis For Determination: N/A. An Approved JD has not been completed.
D. Remarks: 1. The USACE conducted a site visit to verify the waters/wetland boundaries for this
site on 19 May 2020.2. This jurisdictional determination supersedes any other jurisdictional
determinations that include any of the same waters/wetlands. Previously a preliminary
jurisdictional determination (SAW-2015-02582) was issued on March 21, 2017 that may have
included some or all portions of several waters/wetlands identified in this determination.
E. Attention USDA Program Participants
The delineation included herein has been conducted to identify the location and extent of the aquatic resource boundaries
and/or the jurisdictional status of aquatic resources for purposes of the Clean Water Act for the particular site identified in this
request. This delineation and/or jurisdictional determination may not be valid for the Wetland Conservation Provisions of the
Food Security Act of 1985, as amended. If you or your tenant are USDA program participants, or anticipate participation in
USDA programs, you should discuss the applicability of a certified wetland determination with the local USDA service center,
prior to starting work.
F. Appeals Information for Approved Jurisdiction Determinations (as indicated in Section 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
Phone: [phone]
AND

SAW-2020-00234
PHILIP.A. SHANNIN&USACE.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: June 28, 2021
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
http://corpsmapu.usace.army.mil/cm apex/f?p=136*0.
Copy Furnished (via email):
Morgan Gilbert
Environmental Technician
Timmons Group
5410 Trinity Road, Suite 102
Raleigh, North Carolina 27607

SAW-2020-00234
P1"NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Dan Cox, Timmons Group
File Number: SAW-2020-00234
Date: June 28, 2021
Attached
is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.miUMissions/CivilWorks/RegulatoiyProgramandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.

SAW-2020-00234
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
US Army Corps of Engineers
Attn: James Lastinger
South Atlantic Division
3331 Heritage Trade Drive, Suite 105
Attn: Mr. Philip A. Shannin
Wake Forest, North Carolina 27587
Administrative Appeal Review Officer
Tel: [phone], x32
60 Forsyth Street SW, Floor M9
James.C.Lastinger&usace.army.mil
Atlanta, Georgia 30303-8803
Phone: [phone]
PHILIP.A. SHANNIN (a)USACE.ARMY.MIL
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportum to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For 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, FLOOR M9, Atlanta, Georgia 30303-8803
Phone: [phone]
EMAIL: [e-mail]

Appendix 2 - PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 05/24/2021
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Dan cox, Timmons Group, 1001 BouldersPkwy#300, Richmond, VA23225
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: SAW-2020-00234 (Little River Quarry -Luck Stone /
Sanford / Lee County)
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County/parish/borough: Lee City: Sanford
Center coordinates of site (lat/long in degree decimal format):
Lat.: 35.396551 Long.:-79.131738
Universal Transverse Mercator:
Name of nearestwaterbody: Upper Little River and Juniper Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑X Office (Desk) Determination. Date: 28 June 2021
■❑ Field Determination. Date(s): 19 May 2020
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site
number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount
of aquatic resource
in review area
(acreage and linear
feet, if applicable)
Type of aquatic
resource (i.e., wetland
vs. non -wetland
waters)
Geographic authority
to which the aquatic
resource "may be"
subject (i.e., Section
404 or Section 10/404)
See attached
Table of Aquatic
Resources

Table 1. Table of Aquatic Resources
Estimated Amount of
Type of aquatic
Geographic Authority to
Site Number
Latitude
Longitude
aquatic resource in review
resources
(wetland vs.
„which the aquatic resource
area (acre/linear
non -wetland
may be Subject (Le section
feet/square feet)
waters
404 or Section 10/404)
A
35.405424
-79.136394
0.05 acres
Wetland waters;
404
PFO
B, B1, B2
35.404528
-79.133050
10.21, 0.16, & 1.51 acres
Wetland waters;
404
PFO, PSS, & PEM
C
35.406315
-79.130690
0.59 acres
Wetland waters;
404PFO
D, D1
35.402790
-79.131829
0.03 & 0.24 acres
Wetland waters;
404PSS
& PEM
E
35.401862
-79.131599
0.04 acres
Wetland waters;
404PEM
F
35.405210
-79.130015
0.17 acres
Wetland waters;
404PEM
G
35.405351
-79.128998
0.74 acres
Wetland waters;
404PFO
H, H 1
35.404193
-79.129491
4.27 & 0.84 acres
Wetland waters;
404PFO
&PEM
I
35.403043
-79.129250
0.001 acres (49 sq. ft.)
Wetland waters;
404PFO
J
35.401965
-79.129491
0.006 acres (270 sq. ft.)
Wetland waters;
404PFO
K
35.402842
-79.126734
0.07 acres
Wetland waters;
404PFO
L
35.401905
-79.126106
0.007 acres (306 sq. ft.)
Wetland waters;
404PFO
M
35.402892
-79.125547
0.01 acres (574 sq. ft.)
Wetland waters;
404PFO
N
35.403046
-79.125068
0.006 (243 sq. ft.)
Wetland waters;
404PFO
0
35.401829
-79.123010
1.23 acres
Non -wetland
404
water; PFO
P, P1, P2
35.397750
-79.123186
17.08, 1.23, & 0.11 acres
Wetland waters;
404
PFO, PEM, & POW
Q
35.399734
-79.125593
0.008 acres (331 sq. ft.)
Wetland waters;
404PFO
R
35.399685
-79.125464
0.005 acres (232 sq. ft.)
Wetland waters;
404
PFO

S
35.399704
-79.125392
0.006 acres (151 sq. ft.)
Wetland waters;
404PFO
T
35.409144
-79.123235
0.07 acres
Wetland waters;
404PFO
U
35.393595
-79.125894
0.01 acres (622 sq. ft.)
Wetland waters;
404pEM
V
35.393419
-79.125798
0.07 acres
Wetland waters;
404pEM
W
35.393480
-79.125982
0.005 acres (205 sq. ft.)
Wetland waters;
404pEM
X
35.395963
-79.120155
0.003 (143 sq. ft.)
Wetland waters;
404PFO
Y
35.395385
-79.119688
0.01 acres (579 sq. ft.)
Wetland waters;
404PFO
Z
35.394335
-79.118900
0.01 acres (551 sq. ft.)
Wetland waters;
404PFO
A2
35.394322
-79.118848
0.001 acres (62 sq. ft.)
Wetland waters;
404PFO
B2
35.393983
-79.118497
0.005 acres (217 sq. ft.)
Wetland waters;
404PFO
C2
35.395542
-79.127425
0.01 acres (456 sq. ft.)
Wetland waters;
404PFO
D2
35.396816
-79.128907
0.001 acres (65 sq. ft.)
Wetland waters;
404PFO
0.003 acres (134 sq. ft.),
Wetland waters;
404
E2 , E2(1), E2(2)
35.397254
-79.129169
0.01 acres (523 sq. ft.), and
PFO, PEM, & POW
0.71 acres
F2
35.404611
-79.128379
7,601 linear feet
Non -wetland
404
waters; R3
G2
35.397389
-79.123649
3,396 linear feet
Non -wetland
404
waters • R3
H2
35.409042
-79.122953
248 linear feet
Non -wetland
404
waters; R3
I2
35.408910
-79.123116
89 linear feet
Non -wetland
404
waters; R3
12 , 32(1)
35.401544
-79.131704
770 & 923 linear feet
Non -wetland
404
waters; R3 & R4
K2
35.403255
-79.132976
67 linear feet
Non -wetland
404
waters; R4
L2
35.404464
-79.130863
461 linear feet
Non -wetland
404
waters; R4
M2
35.403047
-79.131129
796 linear feet
Non -wetland
404
waters; R4

Non -wetland
404
N2
35.402515
-79.129462
746 linear feet
waters; R4
P2
35.402325
-79.128011
686 linear feet
Non -wetland
404
waters; R4
R2
35.402360
-79.125824
525 linear feet
Non -wetland
404
waters; R4
S2 S2(1)
35.399087
-79.124095
717 & 445 linear feet
Non -wetland
404
,
waters; R4 & R3
T2
35.399431
-79.124870
20 linear feet
Non -wetland
404
waters; R4
U2
35.399441
-79.124992
54 linear feet
Non -wetland
404
waters • R4
Non -wetland
404
W2
35.399040
-79.121287
45 linear feet
waters; R3
X2
35.395986
-79.128050
920 linear feet
Non -wetland
404
waters; R4
Non -wetland
404
Y2
35.396301
-79.128144
24 linear feet
waters • R4
B3
35.393175
-79.126298
539 linear feet
Non -wetland
404
waters; R3
C3
35.395121
-79.123461
408 linear feet
Non -wetland
404
waters • R4
Non -wetland
404
G3
35.393876
-79.124858
317 linear feet
waters; R4
H3, H3 (1)
35.395725
-79.131676
388 & 142 linear feet
Non -wetland
404
waters; R3 & R4
I3
35.395488
-79.131539
40 linear feet
Non -wetland
404
waters; R4
Non -wetland
404
13,33 (1)
35.395237
-79.119470
824 & 385 linear feet
waters; R3 & R4
K3
35.394608
-79.119386
194 linear feet
Non -wetland
404
waters; R4
L3
35.394258
-79.118901
112 linear feet
Non -wetland
404
waters • R4
Non -wetland
404
M3
35.394227
-79.118875
10 linear feet
waters; R4
N3
35.402029
-79.127950
0.001 acres (49 sq. ft.)
Wetland waters;
404PFO
Wetland Waters;
404PFO
03
35.407104
-79.130722
0.32 acres
P3
35.406503
-79.130315
0.10 acres
Wetland waters;
404
PFO

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

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources
below where indicated for all checked items:
■❑ Maps, plans, plots or plat submitted by or on behalf of the PJD requestor: Map: 01.27.20
FINAL-PJD-LUCK STONE Report and Luck Stone Little River JD Addendum
0 Data sheets prepared/submitted by or on behalf of the PJD requestor.
❑X Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
■❑ U.S. Geological Survey Hydrologic Atlas: 030300040201 and 030300040202
❑x USGS NHD data.
0 USGS 8 and 12 digit HUC maps.
■❑ U.S. Geological Survey map(s). Cite scale & quad name: Sanford and Broadway; 1:24000
❑ Natural Resources Conservation Service Soil Survey. Citation: Digital Soils data submitted by consultant; 1989.
Lee County SoilSurvey and Map s ee s
■❑ National wetlands inventory map(s). Cite name: USFWS NWI North Carolina 2018
❑ State/local wetland inventory map(s):
■❑ FEMA/FIRM maps: 3710965000J, 371096600J, and 3710956800J
El
■❑
100-year Floodplain Elevation is:
Photographs: ■❑ Aerial (Name & Date)
or ■❑ Other (Name & Date)
.(National Geodetic Vertical Datum of 1929)
NC OneMap Orthoimagery 2017
Landscape
X❑ Previous determination (s). File no. and date of response letter: SAW-201 s-02482 PJD 17 March 2017
❑X Other Information (please specify): 1 foot contour map provided by consultants
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.
Signature and date of
Regulatory staff member
completing PJD
Signature and date of
person requesting PJD
(REQUIRED, unless obtaining
the signature is impracticable)'
06/02/2020
' Districts may establish timeframes for requestor to return signed PJD forms. If the requestor does not respond
within the established time frame, the district may presume concurrence and no additional follow up is
necessary prior to finalizing an action.

f 1 1 +•�
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ef
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d
Resource
Confirmation
Resource
dentification
PFO
s ft)
PSS
(sq ft)
PEM
(sq ft
POW
ft
R3
tl
R4
If
R6
If
Ditch
If
Description
Notes'
A
2,219
NT / V
B
444,664
6,997
65,609
NT/ V
C
25,852
NT/ V
D
1
1,184
110,467
NT/ V
E
1,606
NT/ V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT/ V
1
49
NT/ V
J
270
NT/ V
K
2,844
NT/ V
L
306
NT/ V
M
574
NT/ V
N
243
NT/ V
O
53,562
NT/ V
P
743,831
53,784
4,780
NT/ V
Q
311
NT/ V
R
232
NT/ V
S
151
NT/V
T
3,211
NT/ V
U
622
NT/ V
V
2,969
NT/ V
W
205
NT/ V
X
143
NT/ V
Y
1 579
1
NT/ V
Z
551
NT / V
A2
62
NT / V
B2
217
NT/V
C2
456
NT/ V
D2
65
NT/ V
E2
1 134
1 523
30,741
1
1
1
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ NV
H2
248
NT/NV
12
89
NT/ NV
J2
770
923
NT/ NV
K2
67
NT/ NV
L2
461
NT/ NV
M2
796
NT/ NV
N2
746
NT/NV
P2
686
NT/NV
R2
525
NT/ NV
S2
717
445
NT/NV
T2
20
NT/ NV
U2
54
NT/ NV
W2
45
NT/ NV
X2
920
NT/ NV
Y2
24
NT/ NV
133
539
NT/NV
C3
408
NT/NV
G3
317
NT/NV
H3
388
142
NT/ NV
13
40
NT/ NV
J3
824
385
NT/ NV
K3
194
NT/NV
L3
112
NT/ NV
M3
10
NT/ NV
N3
49
NT / V
03
13,784
NT/ V
P3
4,536
NT/ V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
1 0
0
Total Wetland Area =
1,740,767 sq ft
39.96 ac
Total Stream Length =
21,892 If
T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland;
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water;
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=lntermittentStreams;
R6 = Ephemeral Streams
Legend
=_ 11
Pm I I M;
Project Study Limits - 416.3 Acres
©
Stream Identifier
Q
Wetland Identifier
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Palustrine Scrub -Shrub (PSS) Wetlands
C
Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
Minor - 1 Foot
TShdet 2
1
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DATE
03/04/2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY / DRAWN BY
A. MEHFOUD
1. Potential waters within the
project study limits have been
located using submeter, Bluetooth
GPS antennas by Timmons Group.
2.Waters have not been
confirmed by the U.S. Army
Corps of Engineers.
3. Project limits are approximate.
4.Topography based on USGS
LiDAR.
5.Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
0
4 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 &TIMMONS GROUP.
ffl
}// ulu rt
FDS-2 1-1 .,
mom' ♦r Frank o i
o •
Sheet 9,
Y:\804\41353.006-LuckStone Li'
REVISIONS
# MM/DD/YY DESCRIPTION
DRAWING DESCRIPTION
FIGURE 6:
WETLANDS AND
WATERS
DELINEATION MAP
SCALE (FEET)
0 325 650
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE SHEET NUMBER
H:1 " = 325 ' 1
a rrv\G I S\WTD M\41353.006-WTD M. mxd

•�;
�
♦*
■♦� ,,*
�l 4%
■ *•'
x
11
Resource
Confirmation
Resource
Identification
PFO
s ft
PSS
s ft
PEM
s ft
POW
ft
R3
If
R4
If
R6
If
Ditch
If
Description
Notes'
A
2, 219
NT / V
B
444,664
6,997
65,609
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT / V
E
1,606
NT/ V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT / V
1
49
NT / V
J
270
NT / V
K
2, 844
NT / V
L
306
NT / V
M
574
NT / V
N
243
NT / V
O
53,562
NT/ V
P
743,831
53,784
4,780
NT/ V
O
311
NT/ V
R
232
NT / V
S
151
NT/V
T
3,211
NT/ V
U
622
NT / V
V
2,969
NT/ V
W
205
NT / V
X
143
NT / V
Y
579
NT / V
Z
551
NT / V
A2
62
NT / V
B2
217
NT/V
C2
456
NT / V
D2
65
NT / V
E2
134
523
30,741
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ W
H2
248
NT/NV
12
89
NT / NV
J2
770
923
NT/ W
K2
67
NT / NV
L2
461
NT / W
M2
796
NT / W
N2
746
NT/NV
P2
686
NT/NV
R2
525
NT / W
S2
'17
445
NT/ NV
T2
20
NT / W
U2
54
NT / W
W2
45
NT / NV
X2
920
NT / W
Y2
24
NT / W
B3
539
NT/NV
C3
408
NT/NV
G3
317
NT/NV
H3
388
142
NT/ W
13
40
NT / W
J3
824
385
NT/ W
K3
194
NT/NV
L3
112
NT/ W
M3
10
NT/ W
N3
49
NT / V
O3
13,784
NT/ V
P3
4,536
NT/ V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area =
1,740,767 sq ft
39.96 ac
Total Stream Length =
21,892 If
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland;
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water;
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
m I I .; Project Study Limits - 416.3 Acres
©
Stream Identifier
©
Wetland Identifier
b
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Palustrine Scrub -Shrub (PSS) Wetlands
C Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
11� 11'te mo • o
\ I - ♦ , \ ♦ `,- \ \ • \ -, , -\, •/, - \ -- _ ` -' - l -♦ \ ` -\ 1 \\\ll,••- \I\Z \'\\•-„\1, -1 I , ) + •\, , \ \ ,, I I / , ,__
`\ \ , \\ \ \\\\\\ r ♦ , t ,
` . 3 A 1 \,I I
` ` ` . , \ \ ' \ \ \ \ \ \ ` ` ♦ p` - - ` - 4p - 3 4° - _ \ \ 1 \ ` ♦ I ` \ ` , \ 1 \ \ , \ \" \ ♦ \\\\ \♦\ ♦ \" \♦\ ` „ 1 ,' /, I /, . \ ` ` \ 1 , _ .. ! + ( , , . - _ " - -
\ , -� I ```.-\`\ \-34Q'. --- - '- - '\' \ ` \ ,\ O la\Ilt IIII`\\, f, �(I 6g ,� '` ' '� Or _
,- 4' - - - - wI,_ 1 N '� _ '283 -
\ \ \.. , ,\ \ , . 1 . ` 2 I` \ \ I \ ,
\ ` \ , ♦ 1 ' ) ( ` ` ` - t \ ' - - - / - - - - - ' \ . \ , , ` , , - I \ ♦ ♦. �` \"` \ : \ \ 1, �, % ♦ -1 \ � , ♦ , !1 , ,1 r\ ♦ , ` { , ` ' I ' - - - - -
- `I`` t \ 1 1 Q -- / '> ` I, \ ` - --- ^- , \ \ \ , ' , -, 1 1 \ `` ` \♦\, \,`\\\, �` ` \ , ,'� 1' + -" 1 \ ` ` ` / ' J/ - ' J
\ `, \ _/ ,` `, \ \ W \ 1 \ `^ ,' `I \, \ 1 I , 1 • , + / \ 1 ` \ \``\ `\\\.\\\ N \\, I\ \ � ;/ i, ) 2 - , / \ I _ , I , I , '
` \ I 1 ! , 1 ` 1 I '� I , , �\ •� ♦ \\ _` , \ 1 I1 \\ , , 1 '1 I \\ I ' I \♦ � \IN`` \U \ �`\ \ ` `--�,�,,` O• ,I ",,. ., 9\ - ,` ' / + I / '
`I \ \ \ ` 1 ' ' / / O St ` _ _- - `' , I- _ ` ` , I \ I 1 I Ifl 1 1 , y , _ `
` \ \ ' \ - ' ' - - . / - 1 ` - - - - - _ - - + , 1 , 1 I , \ ♦ 1 1 + 1 O , ) 1 l I / I / I - . - -
+ 1 + / , \ l , I 1 1 1 / I 1 / + \ \ , II 111 a\\I`'\" \ \ ` ` ` j1- E r r \J, \ I I / / / , _ ,
\ 1 t 00 , I I ` ,' / - l \ _ _ / \ \ _ `- ` / ' ' ' ' , , 1 , I I / /" f I 1 ,' 1 11 `♦ `\` \ l 1 /,; l ,I , v .I , �jI ,\ 1 N ,� , I ' / 1 /
+ W 1 f I ~ / I _ \ ! , . f I , 1 1 / 1 11 1 \ ` ♦,\ \ \ , r I I V - / / \J I /
M \ I ,, 1 I 1 , ( -- `' .. \ I 1 , ( ' I ' , / \+\ ♦\ ♦ .: `, ,/, '\,. "\ , _>\ 1 O I ,
\ W , i I \ ` 1 , / 1 1 ' I J3 - - --- --' --' I 1 , I 1 ' , 1 ' / / / /' _/- ,( f I, \\ ,`\\\\� \\� \, \ bolt . p , ).. 1 1 t I + / r Q ' 1 ` t
\ Q 1 l . ` 1 ' 1 , 3 - - - - ' \ I \ , , , / ' ♦ \ 1 . Z�j• ,\ , . , s(J : t I �I
' \ ' 1 ' \ / , 1 , + , + ' '!,' - / `/ _ / �, ( ' ' I I I I I I , I / f / I \ ♦ ,\\♦\\\\ Q ♦ \\ \ , „ , ` r - I- r I 1 / 1-
\ \ \ I \ I , I I ,� / / , -3�3 _ - _ , /' \_�_� I ,' 1 , , / 1 , , ! / \ . , ,/ / ` ,\ `\♦\\`\\\\♦: \ ♦`f /I' �/ /, ,J _ ' \.' ' �+.' ' , , , N, 1 + / rl 9 1
` I 1 + \ 1 + 1 ui 1 - _ -- - ' a I I 1 / ' -,' ' I 1 \, \ , ! _ / / I I O
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DATE
03/04/2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY / DRAWN BY
A. MEHFOUD
1. Waters within the project study
limits have been located using
submeter, Bluetooth GPS
antennas by Timmons Group.
2. Waters have not
been confirmed by the U.S. Army
Corps of Engineers.
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
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 &TIMMONS GROUP.
i REVISIONS
MM/DD/YY DESCRIPTION
DRAWING DESCRIPTION
FIGURE 6-
WETLANDS AN D
WATERS
DELINEATION MAP
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Y:\804\41353.006-LuckStone LittleRiverQuarrv\GIS\WTDM\41353.006-WTDM.mxd

y]f, IV PI
�� a
Resource
Confirmation
Resource
Identification
PFO
s ft
PSS
s ft
PEM
s ft
POW
ft
R3
ff
R4
ti
R6
ti
Ditch
ti
Description
Notes'
A
2, 219
NT / V
B
444,664
6,997
65,609
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT / V
E
1,606
NT/ V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT / V
1
49
NT / V
J
270
NT / V
K
2, 844
NT / V
L
306
NT / V
M
574
NT / V
N
243
NT / V
0
53,562
NT/ V
P
743 831
53 784
4 780
NT / V
Q
311
NT/ V
R
232
NT / V
S
151
NT/V
T
3,211
NT/ V
U
622
NT / V
V
2,969
NT/ V
W
205
NT / V
X
143
NT / V
Y
579
NT / V
Z
551
NT / V
A2
62
NT / V
B2
217
NT/V
C2
456
NT / V
D2
65
NT / V
E2
134
523
30,741
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ NV
H2
248
NT/NV
12
89
NT / NV
J2
770
923
NT/ NV
K2
67
NT / NV
L2
461
NT / NV
M2
796
NT / NV
N2
746
NT/NV
P2
686
NT/NV
R2
525
NT / NV
S2
717
445
NT/NV
T2
20
NT / NV
U2
54
NT / NV
W2
45
NT / NV
X2
920
NT / NV
Y2
24
NT / NV
B3
539
NT/NV
C3
408
NT/NV
G3
317
NT/NV
H3
388
142
NT/ NV
13
40
NT / NV
J3
824
385
NT/ NV
K3
194
NT/NV
L3
112
NT / NV
M3
10
NT / NV
N3
49
NT / V
03
13,784
NT/ V
P3
4,536
NT/ V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area --
1,740,767 sq ft
39.96 ac
Total Stream Length =
21,892 If
T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland;
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water;
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
=�11�
m I I .; Project Study Limits - 416.3 Acres
©
Stream Identifier
©
Wetland Identifier
b
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Palustrine Scrub -Shrub (PSS) Wetlands
C Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
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PROJECT NAME & LOCATION
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DATE
03/04/2019
PROJECT NUMBER
41353.006
PROJECT NAME
LUCKSTONE
DESIGNED BY / DRAWN BY
A. MEHFOUD
1. Waters within the project study
limits have been located using
submeter, Bluetooth GPS
antennas by Timmons Group.
2. Waters have not
been confirmed by the U.S. Army
Corps of Engineers.
3. Project limits are approximate.
4. Topography based on USGS
Li DAR.
5. Cowardin Stream
Classifications are based solely
on field observations. No formal
Stream assessment methodology
was completed to determine these
Cowardin Classifications.
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 &TIMMONS GROUP.
REVISIONS
n MM/DD/YY DESCRIPTION
DRAWING DESCRIPTION
FIGURE 6-
WETLANDS AN D
WATERS
DELINEATION MAP
SCALE (FEET)
0 100 200
PLANS PRINTED AS 11X17 ARE HALF SCALE
SCALE SHEET NUMBER
H:1 " = 100 ' 3
e L1ttieKlveruua
S\WTD M\41353.006-WTD M . mxd

Qa
�ti st
.�
♦-
%hoop
y]f'iYPI
Resource
Confirmation
Resource
dentification
PFO
s ft
PSS
s ft
PEM
s ft
POW
ft
R3
tl
R4
If
R6
If
Ditch
If
Description
Notes'
A
2, 219
NT / V
B
444,664
6,997
65,609
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT / V
E
1,606
NT/ V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT / V
1
49
NT / V
J
270
NT / V
K
2, 844
NT / V
L
306
NT / V
M
574
NT / V
N
243
NT / V
0
53,562
NT/ V
P
743,831
53,184
4,180
NT/ V
Q
311
NT/ V
R
232
NT / V
S
151
NT/V
T
3,211
NT/ V
U
622
NT / V
V
2,969
NT/ V
W
205
NT / V
X
143
NT / V
Y
579
NT / V
Z
551
NT / V
A2
62
NT / V
B2
217
NT/V
C2
456
NT / V
D2
65
NT / V
E2
134
523
30,741
NT/ V
F2
7,601
NT/ W
G2
3,396
NT/ NV
H2
248
NT/NV
I2
89
NT / W
J2
770
923
NT/ W
K2
67
NT / NV
L2
461
NT / W
M2
796
NT / W
N2
146
NT / NV
P2
686
NT/NV
R2
525
NT / W
S2
717
445
NT/ NV
T2
20
NT / W
U2
54
NT / W
W2
45
NT / NV
X2
920
NT / NV
Y2
24
NT / W
B3
539
NT/NV
C3
408
NT/NV
G3
317
NT/NV
H3
388
142
NT/ W
I3
40
NT / W
J3
824
385
NT/ W
K3
194
NT/NV
L3
112
NT/ W
M3
10
NT/ W
N3
49
NT / V
03
13,784
NT/ V
P3
4,536
NT/ V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area --
1,740,767 sq ft
39.96 ac
Total Stream Length =
21,892 If
* T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetland;
PSS=Palustrine Scrub -Shrub Wetland; PEM=Palustrine Emergent Wetland; POW= Palustrine Open Water;
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
m I I .; Project Study Limits - 416.3 Acres
©
Stream Identifier
©
Wetland Identifier
b
Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Palustrine Scrub -Shrub (PSS) Wetlands
C Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
1��� • o
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DATE
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PROJECT NUMBER
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PROJECT NAME
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DESIGNED BY / DRAWN BY
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N

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** . 87
♦*
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r
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i
t
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■ %I
i 'I
Resource
Confirmation
Resource
Identification
PFO
s ft
PSS
s ft
PEM
s ft
POW
ft
R3
ff
R4
If
R6
If
Ditch
If
Description
Notes'
A
2, 219
NT / V
B
444,664
6,997
65,609
NT/ V
C
25,852
NT/ V
D
1,184
10,467
NT / V
E
1,606
NT/ V
F
7,200
NT/ V
G
32,385
NT/ V
H
186,185
36,615
NT / V
1
49
NT / V
J
270
NT / V
K
2, 844
NT / V
L
306
NT / V
M
574
NT / V
N
243
NT / V
0
53,562
NT/ V
P
743,831
53,784
4,780
NT/ V
O
311
NT/ V
R
232
NT / V
S
151
NT/V
T
3,211
NT/ V
U
622
NT / V
V
2,969
NT/ V
W
205
NT / V
X
143
NT / V
Y
579
NT / V
Z
551
NT / V
A2
62
NT / V
B2
217
NT/V
C2
456
NT / V
D2
65
NT / V
E2
134
523
30,741
NT/ V
F2
7,601
NT/ NV
G2
3,396
NT/ NV
H2
248
NT/NV
I2
89
NT / NV
J2
770
923
NT/ NV
K2
67
NT / NV
L2
461
NT / NV
M2
796
NT / NV
N2
746
NT/NV
P2
686
NT/NV
R2
525
NT / NV
S2
717
445
NT/NV
T2
20
NT / NV
U2
54
NT / NV
W2
45
NT / NV
X2
920
NT / NV
Y2
24
NT / NV
B3
539
NT/NV
C3
408
NT/NV
G3
317
NT/NV
H3
388
142
NT/ NV
I3
40
NT / NV
J3
824
385
NT/ NV
K3
194
NT/NV
L3
112
NT / NV
M3
10
NT / NV
N3
49
NT / V
03
13,784
NT/ V
P3
4,536
NT/ V
Total
1,517,465
8,181
179,600
35,521
14,617
7,275
0
0
Total Wetland Area --
1,740,767 sq ft
39.96 ac
Total Stream Length =
21,892 If
' T=Tidal; NT=Non-tidal; V=Vegetated; NV=Non-Vegetated; PFO=Palustrine Forested Wetiand;
PSS=Palustrine Scrub -Shrub Wetiand; PEM=Palustrine Emergent Wetiand; POW= Palustrine Open Water;
EIW= Estuarine Intertidal Wetlands; R3= Upper Perennial Streams; R4=Intermittent Streams;
R6 = Ephemeral Streams
Legend
m I I .; Project Study Limits - 416.3 Acres
© Stream Identifier
© Wetland Identifier
b Wetland Flag
Field Data Station
Perennial Stream (R3)
Intermittent Stream (R4)
Overland Flow
Culvert
Perennial Stream (R3)
Palustrine Emergent (PEM) Wetlands
Palustrine Forested (PFO) Wetlands
Palustrine Scrub -Shrub (PSS) Wetlands
C Palustrine Open Water (POW)
Topographic Contours
Major - 10 Feet
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DATE
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PROJECT NUMBER
41353.006
PROJECT NAME
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DESIGNED BY / DRAWN BY
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