20190103 Ver 2_401 Application_20200522

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
6 Yes
r No
Is this project a public transportation project?*
C Yes 6 No
Change only if needed.
BIMS # Assigned * Version#*
20190103 2
Is a payment required for this project?*
r No payment required What amout is owed?*
r Fee received
r $240.00
6 Fee needed - send electronic notification
6 $570.00
Reviewing Office *
Select Project Reviewer*
Asheville Regional Office - [phone]
Amy Annino:eads\amannino
Information for Initial Review
1a. Name of project:
Waterfront Club
1a. Who is the Primary Contact?*
Jan Gay
1b. Primary Contact Email:*
[e-mail]
Date Submitted
5/22/2020
Nearest Body of Water
Stratford Creek
Basin
Catawba
Water Classification
WV-N; CA
Site Coordinates
Latitude:
35.788345
A. Processing Information
County (or Counties) where the project is located:
Caldwell
Is this a NCDMS Project
r Yes G No
Longitude:
-81.543108
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1c. Primary Contact Phone:*
[phone]
U
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes f No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Caldwell Timber Partners, LLC
2b. Deed book and page no.:
BK 1886 PG 146
2c. Responsible party:
Bart Shaw
2d.Address
Street Address
1031 South Caldwell Street, Suite 220
Address tine 2
city
Charlotte
Postal / Zip Q de
28203
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rwince / Ifgion
NC
Country
USA
2f. Fax Number:
r- Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name
Jan Gay
4b. Business Name:
Acer Environmental, LLC
4c.Address
Street Address
PO Box 71
Address Line 2
City
Candler
Postal / Zip Code
28715
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
CTP Agent Authorization Signed 12.18.18.pdf
State / Province / F bgion
NC
Country
USA
4e. Fax Number:
346.01 KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
Waterfront Club
1c. Nearest municipality/ town:
Baton
2. Project Identification
2a. Property Identification Number:
3745333257 & 274499552
2c. Project Address
Street Address
Address tine 2
CiH
Postal / Zip Code
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Strafford Creek
3b. Water Resources Classification of nearest receiving water:*
WV-lV; CA
3c. What river basin(s) is your project located in?*
Catawba
2b. Property size:
1011
State / Province / Fiegion
Country
3d. Please provide the 12-digit HUC in which the project is located.
030501010801
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site is currently being developed as a residential subdivision. The owners are building infrastructure. Land use in the area is a combination of residential, commercial and timber
production.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
F Yes r No F Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2019-00201
Project History Upload
SAW-2019-00201.pdf 101.3KB

4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
waterfront topo and aerial.pdf
440.12KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Waterfront soils.pdf 850.72KB
4f. List the total estimated acreage of all existing wetlands on the property:
1.0
4g. List the total estimated linear feet of all existing streams on the property:
23,500
4h. Explain the purpose of the proposed project:*
The purpose of the project is to construct infrastructure to allowfor development of this site, and to conduct remediation work on areas improperly impacted during road construction
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Direct impacts originally permitted for this project totaled 149 linear feet. During the construction process, additional unpermitted impacts were constructed, leading to a Notice of
Violation against the site. The unpermitted actions include a temporary impact of 20 linear feet of a Ur to Stratford Creek, located downstream of the arch culvert. This impact was put in
place by the contractor to access both sides of the arch culvert for installation. The updated plan calls for the removal and restoration of this channel, as well as the restoration of the
temporary roadway.
A box culvert was installed at the site, however, there are issues Wth the sizing. The box culvert is slated to be temporarily removed, so that a LOMAR/CLOMAR study can be
conducted, and a new crossing designed and installed.
An additional unauthorized impact involved a previously isolated wetland, and a small nearby stream channel. The wetland was not found during the original delineation effort, as it had
no connection to the nearby stream channels, and was under brush piles at a logging deck during the delineation effort. The contractor installed a small culvert at the roadway, and
connected this wetland area to a nearby stream channel. The contract excavated the stream head, and put a culvert into the excavated channel, un-isolating the wetland area. This
action included the excavation of approximately 30 feet of land, opening up new stream channel.
Large equipment, including excavators was used in the construction process.
4j. Please upload project drawings for the proposed project.
Waterfront Club site plans.pdf 17.66MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown f N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jan Gay
Agency/Consultant Company: Acer Environmental, LLC
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes O No
7b. If yes, explain.
The project is phased in design, however, all impacts to jurisdictional features were designed to be covered under the original permit application. This updated permit is in response to
the NOV and includes the temporary impacts associated with the additional temporary crossing as well as the previously isolated wetland and impacted stream head.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries r Buffers
r Open Waters r Pond Construction

3. Stream Impacts
F1
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name*
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
(?)
Jurisdiction*
length*
S1
Road Crossing
Permanent
Culvert
UT to Stratford Creek
Perennial
Both
75
Average (feet)
(linearfeet)
3Y
Road Crossing
Permanent
Culvert
Stratford Creek
Perennial
Both
30
72
Average (feet)
(lir�rfeet)
S3
Road Crossing
9
Tem orar
p y
Culvert
UT to Stratford Creek
Perennial
Both
5
20
Average (feet)
(linearfeet)
�
Excavation
Tem orar
p y
Relocation
UT to Stratford Creek
Perennial
Both
10
30
Average (feet)
(linearfeet)
31. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
147
31. Total stream and ditch impacts:
197
3i. Total temporary stream impacts:
50
3j. Comments:
Stream channel 4 impact is the result of an excavation at a stream head. The result is the creation of an additional 30 feet of stream channel. We
propose to stabilize this channel in place, which includes removing the culvert within the now -open channel, sloping and vegetating the banks. We also
propose to protect the previously isolated wetland.
E. Impact Justification and Mitigation v
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
during the original design phase, roads were designed to avoid all wetland areas.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The construction techniques used, including working in dry conditions, and staying within the proposed limits were not followed completely, leading to
the NOV.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes
r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
permanent impacts will be below the 150 foot threshold. This includes the creation of an additional 30 feet of perennial stream channel and approximately 400 square feet of previously
isolated wetlands.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes
r No
If no, explain why:
The project is in the Catawba River basin, outside of the main stem of the Catawba River
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
u
1. Environmental Documentation

1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
2b Provide an explanation of the violation(s):
During road construction under the original permit, the contractor allowed sediment to enter several stream channels. Additionally, the contractor
installed a culvert in a UT to Stratford Creek to allow temporary access across the channel to install the arch culvert. Also during road construction,
the contractor encountered subsurface water at a depth of approbmately 2 feet, and installed a french drain to move the water. At this time, the
contractor also installed a culvert connecting an isolated wetland area to a nearby stream channel. The stream channel was excavated at the origin,
extending the origin upslope approbmately 30 feet.
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
There are no future jurisdictional impacts for this project once the work is completed. Sediment and erosion control measures will protect downstream
water quality.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor NIA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
r Unknown
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
A review of the NCNHP data base was conducted, which showed no known occurrences within the property. A letter requesting input from the USFWS
was submitted, but an answer has not been received yet.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA online database.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*

t^ Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
A review of the SHPO website. Additionally, a letter was submitted to SHPO, requesting comment. A response has not been received at this time.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
a LOMAR/CLOMAR is being pursued for the box culverts at Stratford Creek.
8c. What source(s) did you use to make the floodplain determination?*
FEMA online flood maps
Miscellaneous
Comments
The Waterfront Club project is committed to conducting the necessary work to meet all conditions outlined in the NOV. We understand the importance of environmental compliance and
Will work to ensure that all resources are protected.
Miscellaneous attachments not previously requested.
Signature
W By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Jan Gay
Signature
Date
5/22/2020

Property Legal Description
Waterfront Club Subdivision
NCPIN: 2745333257
Account #: 158437
Parcel -id: 1155 116
Bk 1886 PG 146 YR 15 ST 14021.00
Caldwell County, North Carolina
Property Owner: Caldwell Timber Partners, LLC (print)
The undersigned, registered Property Owner(s) of the above noted property, do hereby authorize
Jan Gay, of Acer Environmental, LLC
To act on my behalf and take all actions necessary with the US Army Corps of Engineers and North
Carolina Department of Environmental Quality for the processing, issuance and acceptance of this
permit or certification and any and all standard and special conditions attached.
Property Owner's address:
140016th Street, Suite 320
Denver, CO 80202
Telephone number: 720-723-2850
We hereby certify the above information submitted in this application is true and accurate to the best of
our knowledee!'I
Authorized signature
Date: 01 / ( � / 16

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Soil Map—Burke County, North Carolina, and Caldwell County, North Carolina
(Waterfront Soils)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/21/2020
Page 1 of 43959300395970039601003960500396090039613003961700396210039593003959700396010039605003960900396130039617003962100448500448900449300449700450100450500450900451300451700452100452500452900
448500 448900 449300 449700 450100 450500 450900 451300 451700 452100 452500
35° 48' 8'' N 81° 34' 15'' W35° 48' 8'' N81° 31' 16'' W35° 46' 33'' N
81° 34' 15'' W35° 46' 33'' N
81° 31' 16'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 1000 2000 4000 6000
Feet
0 300 600 1200 1800
Meters
Map Scale: 1:20,600 if printed on A landscape (11" x 8.5") sheet.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at scales
ranging from 1:12,000 to 1:24,000.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Burke County, North Carolina
Survey Area Data: Version 27, Sep 16, 2019
Soil Survey Area: Caldwell County, North Carolina
Survey Area Data: Version 19, Sep 16, 2019
Your area of interest (AOI) includes more than one soil survey
area. These survey areas may have been mapped at different
scales, with a different land use in mind, at different times, or at
different levels of detail. This may result in map unit symbols, soil
properties, and interpretations that do not completely agree
across soil survey area boundaries.
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Dec 2, 2010—Nov
28, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Soil Map—Burke County, North Carolina, and Caldwell County, North Carolina
(Waterfront Soils)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/21/2020
Page 2 of 4
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
FaC2 Fairview sandy clay loam, 8 to
15 percent slopes,
moderately eroded
0.8 0.1%
FaD2 Fairview sandy clay loam, 15
to 25 percent slopes,
moderately eroded
2.4 0.2%
W Water 0.6 0.1%
Subtotals for Soil Survey Area 3.8 0.4%
Totals for Area of Interest 1,051.5 100.0%
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CnA Codorus loam, 0 to 2 percent
slopes, frequently flooded
36.5 3.5%
DaC2 Danripple sandy clay loam, 8
to 15 percent slopes,
moderately eroded
25.4 2.4%
FaB2 Fairview sandy clay loam, 2 to
8 percent slopes, moderately
eroded
48.7 4.6%
FaC2 Fairview sandy clay loam, 8 to
15 percent slopes,
moderately eroded
100.3 9.5%
FaD2 Fairview sandy clay loam, 15
to 25 percent slopes,
moderately eroded
72.6 6.9%
FeB Fairview-Urban land complex,
2 to 8 percent slopes,
moderately eroded
1.3 0.1%
FeC2 Fairview-Urban land complex,
8 to 15 percent slopes,
moderately eroded
1.0 0.1%
FeD2 Fairview-Urban land complex,
15 to 25 percent slopes,
moderately eroded
0.0 0.0%
HwC Hibriten-Woolwine complex, 8
to 15 percent slopes
50.9 4.8%
HwF Hibriten-Woolwine complex, 15
to 50 percent slopes
133.1 12.7%
RhE Rhodhiss sandy loam, 25 to 45
percent slopes
8.1 0.8%
W Water 5.7 0.5%
WoB Woolwine-Fairview complex, 2
to 8 percent slopes
37.1 3.5%
WoC Woolwine-Fairview complex, 8
to 15 percent slopes
326.1 31.0%
Soil Map—Burke County, North Carolina, and Caldwell County, North Carolina Waterfront Soils
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/21/2020
Page 3 of 4
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
WoD Woolwine-Fairview complex,
15 to 25 percent slopes
200.6 19.1%
WuB Woolwine-Fairview-Urban land
complex, 2 to 8 percent
slopes
0.0 0.0%
WuC Woolwine-Fairview-Urban land
complex, 8 to 15 percent
slopes
0.6 0.1%
Subtotals for Soil Survey Area 1,047.8 99.6%
Totals for Area of Interest 1,051.5 100.0%
Soil Map—Burke County, North Carolina, and Caldwell County, North Carolina Waterfront Soils
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/21/2020
Page 4 of 4
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. SAW-2019-00201 County: Caldwell U.S.G.S. Quad: Drexel
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Caldwell Timber Partners, LLC
Address:
1400 16th Street Suite 320
Denver, CO 80202
Telephone Number:
720-723-2850
Size (acres): Nearest Town:
Nearest Waterway: Stafford Creels
River Basin/HUC: Upper Catawaba
Baton, NC
Coordinates: 35.788345,-81.543108
Location description: The project is located at Waterfront Club Subdivision off Goat Farm Road near Baton, NC
Description of projects area and activity: This permit authorizes the excavation and placement of a total of 147 linear feet of
culvert for property access. Impacts to perennial streams; Sl 75 linear feet, S2 72 linear feet.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NW 29
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions, and your submitted application and attached information dated 1/20/2019. Any violation of the attached conditions
or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class I
administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide/regional authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide/regional permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of the
modified nationwide/regional permit. If the nationwide/regional permit authorization expires or is suspended, revoked, or is modified,
such that the activity would no longer comply with the terms and conditions of the nationwide/regional permit, activities which have
commenced (i.e., are under construction) or are under contract to commence in reliance upon the nationwide/regional permit, will remain
authorized provided the activity is completed within twelve months of the date of the nationwide/regional permit's expiration,
modification or revocation, unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact William Elliott at 828-271-7980, ext. 4224 o•[e-mail].
Corps Regulatory Official: ate: February 25, 2019
William Elliott
Expiration Date of Verification: March 18, 2021
Please note that this permit verification does expire on March 18, 2022. However, in accordance with 33 CFR 330.6(b), activities
which have commenced (Le, are under construction) or are under contract to commence in reliance upon an NWP will remain
authorized provided the activity is completed within twelve months of the date of an NWP's expiration, modification, or revocation,

CESAW-RG-A SAW-2019-00201
unless discretionary authority has been exercised on a case -by -case basis to modify, suspend, or revoke the authorization in
accordance with 33 CFR 330.4(e) and 33 CFR 330.5 (c) or (d). Activities completed under the authorization of an NWP which was in
effect at the time the activity was completed continue to be authorized by that N WP.
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://coMsmanu.usace.armyanil/cm apex/f?p=136:4:0.
Copy furnished:
Jan Gay Acer Environmental, LLC, PO Box 71, Candler, NC 28715

CESAW-RG-A SAW-2019-00201
Action ID Number: SAW-2019-00201 County: Caldwell
Permittee: Caldwell Timber Partners, LLC
Project Name: Waterfront Club Subdivision
Date Verification Issued: February 25, 2019
Project Manager: William Elliott
Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this
certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Alto.: William Elliott
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may result in the
Corps suspending, modifying or revoking the authorization and/or issuing a Class I administrative penalty, or
initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in accordance with
the terms and condition of the said permit, and required mitigation was completed in accordance with the permit
conditions.
Signature of Permittee
Date

CESAw-Rc-A SAW-2019-00201
Blank Page

WATERFRONT CLUBSTREAM CROSSING #1VICINITY MAP (NTS)NORTH CAROLINA COUNTY MAP(CALDWELL COUNTY)CITY/TOWN: GRANITE FALLS, NCSITE COORDINATES: LATITUDE = 35.788508° N LONGITUDE = -81.549361° WPROPERTY OWNER:CALDWELL TIMBER PARTNERS LLC1530 16TH ST STE 300DENVER, CO 80202PROPERTY ADDRESS:BATON SCHOOL RDGRANITE FALLS, NC 28630PARCEL ID:2745333257DEED BOOK/PAGE:1886 / 146USGS MAP (NTS)1:24,000 (DREXEL QUAD)ENGINEER:BREC, PA126 EXECUTIVE DRIVESUITE 220WILKESBORO, NC 28697LICENSE # C-3448SHEET INDEXC000 COVER SHEETC001 DRAINAGE AREA MAPC100 SITE PLANC900 DETAILSSITE*TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SETbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
WATERFRONT CLUB
STREAM CROSSING #1
COVER SHEET
TIMBER PARTNERS, LLC
11" X 17"05/23/20194250022019M.PRESTWOODJ.CHURCHC00006/17/2019CARPENTER RDPREMIER RDCONNELLY SPRINGS RD
DRAINAGE AREA -643 AC.STREAM CROSSING LOCATIONZONE AETO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SETbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
WATERFRONT CLUB
STREAM CROSSING #1
DRAINAGE AREA MAP
TIMBER PARTNERS, LLC
11" X 17"05/23/20194250022019M.PRESTWOODJ.CHURCH1" = 900'9009004501800C00106/17/2019
1000101010201020
1010 102010301010TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SETbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
WATERFRONT CLUB
STREAM CROSSING #1
SITE PLAN
TIMBER PARTNERS, LLC
11" X 17"05/23/20194250022019M.PRESTWOODJ.CHURCH1" = 20'20201040C10006/17/201948" PROPOSED RCP PIPE2 @ 75 LF EA.72" PROPOSED RCP PIPE75 LFSEE 1/C900 FORCROSSING DETAIL·PROPOSED ROAD AND GRADING DESIGNED BY OTHERS.·OWNER MUST PROCURE ALL FLOOD PLAINDEVELOPMENT PERMITS & 404/401 PERMITS REQUIREDPRIOR TO INSTALLATIONCONCRETE HEADWALLS(DESIGNED BY OTHERS)ZONE AESTAFFORD CREEK BACKWATER -BASE FLOOD ELEV. = 1004.7
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SETbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
WATERFRONT CLUB
STREAM CROSSING #1
DETAILS
TIMBER PARTNERS, LLC
11" X 17"05/23/20194250022019M.PRESTWOODJ.CHURCHC90006/17/2019STREAM CROSSING #11C9004'4'6'3'15" EMBEDMENT72" PIPETIED TO EXISTINGSTREAM ELEVATION48" INVERTS3' ABOVE 72" INVERTROAD SURFACE1.5' MIN1.5' MINNOTE: OWNER SHALL CONSULT WITH GEOTECHNICAL ENGINEER TOENSURE BACKFILL WILL BE INSTALLED PER NCDOT SPECIFICATIONS.
CH-8
990
980
970
CH-6
CH-7
990
980
970
1000
CH-4
CH-5
1010
1020
1030
1040
1050
1060
1070
1080
1010
1020
1030
1040
1050
1060
1070
1080
1000
SEQUENCE
TO CONSTRUCTION
18+50.00 - REFER
CROSSING STATION:
SCENIC LANE
AREA
DRAINAGE
CH-5
SCENIC LANE - PRIVATE COLLECTOR
ELLY AVENUE - PRIVATE LOCAL
CH-3
R:\2019\19192 - Waterfront Community\CIVIL\04 Construction\C2.dgnPLOT BY:11/25/20193:28:33 PMjeremyREVISIONSSCALE:SHEETJOB NO. DATE DRAWN BYNO. DATE DESCRIPTIONBYNOT RELEASED FOR CONSTRUCTION OR BID SOLICITATION2013c BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.
24+00 25+00 26+00 27+00 28+00 H- 1"=10' ; V- 1"=60'19192J.JONES10-15-19AND EROSION CONTROLSCENIC LANE GRADINGWATERFRONT CLUB SUBDIVISIONPHASE 2ROAD CONSTRUCTION PLANCALDWELL COUNTY, NORTH CAROLINA29+0014+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00MATCHLINE MAT
C
HLI
NE
120
148
147
146 145
144
125
143
124
123
122
121
C2SCENIC LANE - PRIVATE COLLECTOR
14023
SEALNORTH CAR
OLI
N
AKI
RB
Y
R. BELL, JR.PROFESSIONA
L
E
NGINEER
PROGRESS DRAWINGS ONLY
AREA
DRAINAGE
CH-3
AREA
DRAINAGE
CH-3
AREA
DRAINAGE
CH-6
AREA
DRAINAGE
CH-8
107010701065
106510601060
10601060106010
5
510551055
10551055105510551
0
5
0
1
0
5
0
1050 10501050105010501
0
4
5
1
0
4
5 10451045104510451045
1045
1
0
4
0
1
0
4
0
1040104010401
0
4
0
1040104010351035103510351035
10351
0
3
51035 1035103510301030103010301030 10301
0
3
0 10301030102510251025102510
2
5 10251025102010201020102010201015101510151015101010101
0
1
010101010101010051005100510051000100010001000SD-5
INV:1030.00
INV:1027.00
SD-7
INV:1028.50
SD-8
INV:1030.00
INV:1023.00
SD-6
INV:1028.00PRC Sta = 15+87.25PT Sta = 17+29.45PC Sta = 18+39.31PT St
a = 22+11.25PC St
a = 26+30.3714+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+002
7
+
0
0
28+00
2
9
+00MIN. 5.0'
COVER
DOWNSTREAM STREAM INVERT = 997.10
DOWNSTREAM PIPE INVERT = 995.77
UPSTREAM STREAM INVERT = 995.85
UPSTREAM PIPE INVERT = 996.68
75 LF @ 1.853%
72" RCP
DOWNSTREAM STREAM INVERT = 997.10
DOWNSTREAM PIPE INVERT = 997.77
UPSTREAM STREAM INVERT = 998.85
UPSTREAM PIPE INVERT = 999.68
75 LF @ 1.853%
48" RCP
DOWNSTREAM STREAM INVERT = 997.10
DOWNSTREAM PIPE INVERT = 997.77
UPSTREAM STREAM INVERT = 998.85
UPSTREAM PIPE INVERT = 999.68
75 LF @ 1.853%
48" RCPVPC STA = 14+95.91VPC ELV = 1028.08VPI STA = 18+05.00VPI ELV = 991.00VPT STA = 21+14.09VPT ELV = 1028.08LP STA = 18+05.00LP ELV = 1009.54-12.00
%12.00%
Curve Length = 618.18
K = 25.76
E = 18.54
VPC STA = 21+74.19VPC ELV = 1035.29VPI STA = 24+30.00VPI ELV = 1065.98VPT STA = 26+85.81VPT ELV = 1042.96HP STA = 24+66.51HP ELV = 1052.8312.00%
-9.
0
0%Curve Length = 511.62
K = 24.37
E = -13.43
VPC STA = 28+16.56VPC ELV = 1031.19CENTERLINE
EX. GRADE AT
CENTERLINE
25' LEFT OF
EX. GRADE AT
CENTERLINE
25' RIGHT OF
EX. GRADE AT
DOWNSTREAM INV. = 1050.00
UPSTREAM INV. = 1052.00
43 LF @ 4.68%
18" HDPE
SD-4
DOWNSTREAM INV. = 1026.50
UPSTREAM INV. = 1028.00
50 @ 1.01%???
18" HDPE
SD-7
DOWNSTREAM INV. = 1027.00
UPSTREAM INV. = 1030.00
47 LF @ 6.42%???
18" HDPE
SD-5
DOWNSTREAM INV. = 1023.00
UPSTREAM INV. = 1030.00
145 LF @ 4.83%
24" HDPE
SD-8
LEGEND:
EXISTING PROFILE @ ROW - RIGHT
EXISTING PROFILE @ ROW - LEFT
EXISTING CENTERLINE PROFILE
PROPOSED CENTERLINE PROFILE CONSULTING ENGINEERSBASS, NIXON & KENNEDY, INC.CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)TELEPHONE: [phone] OR [phone] FAX: [phone] CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607IT'S THE LAW!
AS OF JANUARY 1, 1986, NORTH CAROLINA STATE LAW
REQUIRES ANYONE EXCAVATING WITH MECHANICAL
EQUIPMENT ON HIGHWAY RIGHTS-OF-WAY, PRIVATE
UTILITY EASEMENTS, OR PUBLIC SPACES TO NOTIFY
ALL UTILITIES TWO (2) WORKING DAYS PRIOR TO
DIGGING.
PRIOR TO ANY CONSTRUCTION. [phone]
CONTACT NORTH CAROLINA ONE-CALL CENTER
1.
2.
OF STRUCTURE.
FROM CENTERLINE OF STRUCTURE TO CENTERLINE
ALL PIPE LENGTHS ARE MEASURED HORIZONTALLY
NOTES:
34+0035+003
6
+
0
0
37
+
0
0
38+
0
0
38+85.6
7SD-14INV:1018.50à à àààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààCH-9LINE CHANNEL WITH NAGC125 OR EQUAL USINGSTAPLE PATTERN "D"CH-11LINE
CHANNEL
W
ITH
NAGC125 OR
EQUAL
US
INGSTAPLE PATTERN

"D
"TST #11TST #12ààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààààà0+00263àààààààààààààààààààààààààààààà à à à à à à à à 12' TEMPORARY ROADTEMPORARYSTREAM CROSSINGFIGURE 6.70b48" CMPEXISTING BYPASS CHANNELWATER BAR (TYP.)"J-HOOK" SILT FENCESPACED 30' (TYP.)DIVERSION DITCHDIVERSION DITCHCENTERLINE OF STREAM10151010101510201025103010351040104510101020102510301035104010451050105510601009

 ALL EROSION CONTROL MEASURES SHALL BEINSPECTED AND MAINTAINED AFTER EVERY RAINEVENT AND ONCE PER WEEK. THE CONTRACTOR ORTHE OWNER SHALL CONDUCT INSPECTIONS INCOMPLIANCE WITH NPDES REQUIREMENTS ANDRECORDS OF THOSE INSPECTIONS SHALL BE KEPTAVAILABLE ONSITE. CALDWELL COUNTY, NORTH CAROLINA
WATERFRONT CLUB SUDIVISION
10-15-2019 ARC
PHASE 2
03-190192SCALE IN FEET0153060901201" = 30'
C3.X
MDBSTREAM CROSSING CONSTRUCTION SEQUENCE········” ” NOTE: ALL CONSTRUCTION ACTIVITY MUST BEIN ACCORDANCE WITH THE ACCEPTEDPOLICIES OF CALDWELL COUNTY, NCDEQ, ANDNCDOT.EROSION
CONTROL PLAN
REVISIONSSCALE:
BY
CHK BY:
DATE DRAWN BYJOB NO.
DATENO.DESCRIPTION B N KSHEET
OF
6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607
TELEPHONE: [phone] FAX: [phone]
CERTIFICATION NUMBERS: NCBELS (C-0110); NCBOLA (C-0267)
BASS, NIXON & KENNEDY, INC.
CONSULTING ENGINEERS
BYXX-XX-XX1 DESCRIPTION
BYXX-XX-XX2 DESCRIPTION
BYXX-XX-XX3 DESCRIPTION
BYXX-XX-XX4 DESCRIPTION
BYXX-XX-XX5 DESCRIPTION C####BASS, NIXON & KENNEDY, INC. EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF BASS, NIXON & KENNEDY, INC.############# PROJECT NO. ########ROAD DESIGN AND INITIAL EROSION CONTROL PLANPROVIDED BY WEST CONSULTING, PLLC. USE OFAUTOCAD FILES HAS BEEN GRANTED BY WESTCONSULTING, PLLC.TEMPORARY CROSSING NOTESADDITIONAL DISTURBED AREA = 0.44 ACRESTEMPORARY ROAD NOTES··LEGENDTPF
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■IBA Roy Cooper, Governor
■! NC DEPARTMENT OF Susi Hamilton, Secretary
No No NATURAL AND CULTURAL RESOURCES
a ■lin Walker Clark, Director, Land and Water Stewardship
NCNHDE-7756
December 17, 2018
Jan Gay
Acer Environmental
PO Box 71
Candler, NC 28715
RE: Waterfront Club
Dear Jan Gay:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database, indicates
that there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence; the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httos://www.fws.gov/offices/Di rectory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Clean Water Management Trust Fund
easement, or Federally -listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rod ney.butler(a)ncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOURCES
121 W. JONES STREET, RALEIGH. Nc 27603 • 16SI MAIL SEPVICE CENTER, RALE1rH, Nc 27699
& OFC 919,707.9120 • FAX 919.707,9121

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Waterfront Club
December 17, 2018
NCNHDE-7756
Element Occurrences
Documented
Within a One
-mile Radius of the Project Area
Taxonomic
EO ID
Scientific Name
Common Name
4F Last Element
Accuracy
Federal
State
Global
State
Group
Observation Occurrence
Status
Status
Rank
Rank
Date
Rank
Bird
36393
Haliaeetus
Bald Eagle
2017-02-14
E
2-High
Bald/Golden
Threatened
G5
S3B,S3
leucocephalus
Eagle
N
Protection
Act
Crustacean
34836
Cambarus johni
Carolina Foothills
2002-05-03
E
3-Medium
---
Significantly
G3
S3
Crayfish
Rare
Vascular Plant
36661
Hexastylis naniflora
Dwarf -flowered
2016-04-05
A
1-Very
Threatened
Threatened
G3
S3
Heartleaf
High
Vascular Plant
28350
Hexastylis naniflora
Dwarf -flowered
2009-04-07
E
3-Medium
Threatened
Threatened
G3
S3
Heartleaf
Vascular Plant
28353
Hexastylis naniflora
Dwarf -flowered
2009-04-07
E
3-Medium
Threatened
Threatened
G3
S3
Heartleaf
Vascular Plant
22493
Hexastylis naniflora
Dwarf -flowered
2010-05-26
C?r
2-High
Threatened
Threatened
G3
S3
Heartleaf
Vascular Plant
22491
Hexastylis naniflora
Dwarf -flowered
2010-05-26
D?r
2-High
Threatened
Threatened
G3
S3
Heartleaf
Vascular Plant
22492
Hexastylis naniflora
Dwarf -flowered
2006-06
D
2-High
Threatened
Threatened
G3
S3
Heartleaf
No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve.ora/content/help. Data query generated on December 17, 2018; source: NCNHP, Q4 Oct 2018.
Page 2 of 4

Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-7756: Waterfront Club
en Pa
r Rd
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DIE
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R E
Fal4 f'wrk �1�n6s% Lao
December 17, 2018
Project Boundary
Buffered Project Boundary
Page 4 of 4
1:34,039
0 C275 0.55 1.1 Mi
0 0.45 0.9 1.8 km
Sowces E- HERE, G—m, 1—p, inns .t P Corp.. GEMO, USGS,
FAO, N-3 NRCAN, Geo&ate, IGN, .—I W, Or..— Survey, Es,i Z..'
Wn E,,H Chin (Ho% Ka ), sWisstopo, ® OW.S—MW mMnWbrs, and
me cis —..—,4