20180765 Ver 1 _More Information Received _20180910

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 9/10/2018 7:33:54 AM (Message Start Event)
Accept by Montalvo, Sheri A 9/10/2018 8:22:02 AM (NON -DOT - EAsting Project)
The task was assigned to Montalvo, Sheri A. The due date is: September 13, 2018 5:00 PM
9/10/2018 7:34 AM

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#* Version* 1
20180765
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Sue Homewood:eads\slhomevtood
Select Reviewing Office:* Winston-Salem Regional Office - [phone]
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Dated 9/10/2018
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mandatory questions are answered.
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F More Information Response
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Project Contact Information
Name: Kaylie Yankura
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Project Information
Existing ID #: Existing Version:
20180765 1
20170001 (no dashes)
Project Name: High Hampton Redevelopment Project
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yesr No r Unknown
County (ies)
Jackson
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Response to DWR High
11.5MB
Hampton_Red uced PDF_Su bmitted09O6l 8. pdf
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Describe the attachments:
DWR Request for Additional Information - July 3, 2018.
PF By checking the box and signing box below, I certify that:

O 1 nave yroen uue, aL;curaie, aria GUMPICIC i IUMIauun un Luis Iurrn;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
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Submittal Date:

CLearWater
C1earWater Environmental Consultants, Inc.
www.cwenucom
September 6, 2018
Ms. Sue Homewood
NC DWR, 401 & Buffer Permitting Unit
450 W. Hanes Mill Road, Suite 300
Winston Salem, North Carolina 27105
RE: High Hampton Redevelopment Project
DWR Request for Additional Information
Jackson County, North Carolina
Action ID SAW -2017-02281; DWQ Project # 2018-0765
Dear Ms. Homewood,
Please reference the letter dated July 3, 2018 (Attachment A) sent by the NC Division of Water
Resources (DWR) in response to the permit application submitted by Clearwater Environmental
Consultants, Inc. (CEC), on behalf of High Hampton, LLC (Applicant) represented by Mr. Scott
Wearren. The permit application requested written authorization for impacts associated with
expansion and renovation of the existing High Hampton Country Club and resort and associated
infrastructure. The purpose of this letter is to provide the DWR with substantive responses to the
issues raised in the July 3, 2018 letter, and request that the DWR directly contact the undersigned
should the responses provided in this letter not adequately address their concerns.
In response to these concerns, the Applicant has engaged a further review of the planning for the
development with its various consultants to determine what, if any, further modifications might be
undertaken to enlarge the avoidance envelope or further minimize impacts to wetland/stream
resources. Based on that review and our desire to be as responsive as possible to the regulatory
concerns for permitting this project, the Applicant proposes the following adjustments:
• The Applicant has reduced golf course impacts by avoiding an additional 1,080 linear
feet of stream and 0.006 acre of wetland by adjusting the site layout. The applicant has
continued to review and make adjustments to the individual holes that do not
compromise the golf course and provide the most avoidance as possible.
• Golf design revisions eliminated Stream Impact #1, Stream impact #2, Stream hnpact
#15, Wetland Impact #10, and Wetland Impact #16 from the golf course. Redesign also
reduced golf course impacts, including Stream Impact #3 from 110 linear to feet 55
linear feet, Stream Impact #4 from 106 linear feet to 53 linear feet, and Stream Impact
#14 from 200 linear feet to 100 linear feet.
32 Clayton Street
Asheville, NC 28801
828-698-9800 Tel

Ms. Sue Homewood
9/6/2018
Page 2 of 10

• Impacts associated with bank stabilization have been reduced from 600 linear feet to
300 linear feet.

• The applicant has also reduced road impacts by avoiding an additional 141 linear feet
of stream. After further evaluation of the road design by WGLA Engineering, the road
culvert associated with Stream Impact #13 (72 linear feet of stream impact) was
eliminated and Stream Impact #21 was reduced from 98 linear feet to 75 linear feet.
WGLA Engineering also determined that a bridge could be utilized for Stream Impact
#5 (46 linear feet of stream impact). There are seven total bridges that could be feasibly
constructed and are proposed for the redevelopment project. Overall, the use of seven
bridges on-site avoids approximately 280 linear feet of stream impacts.

Total permanent stream impacts for the entire project have been reduced by 40 percent, from 2,693
linear feet of stream to 1,613 linear feet of stream impact. Permanent wetland impacts have been
reduced from 0.760 acre to 0.754 acre of impact. An updated site plan (Figure 5.0, revised 8-30-
18) is included in Attachment B.

In all events, the applicant is confident that its significant and continuing commitment to mitigation
measures, which are designed to minimize all impacts associated with the proposed development,
provide reasonable and adequate assurances for the construction and operation of the proposed
activities for which authorization is sought, and construction and operation of the development
will not result in significant, adverse impacts to the natural environment. Additional information
regarding various impact issues is presented below.

DWR Comment #1– Provide more details regarding avoidance and minimization of stream and
wetland impacts for this project. For each impact location within the golf course expansion, please
provide a site specific detailed explanation of the impact (fill, stabilization, culvert, etc), the
specific purpose and need for the impact at each location, a detailed plan for why the specific
impact cannot be practically accomplished, reduced or reconfigured to avoid impacts to the
stream or wetland. Examples of specific avoidance or minimization actions may be retaining walls
for stabilization, minor hole reconfigurations, avoidance of impacts between holes, options for
play over of streams/wetlands etc.

The golf course is being redesigned by Fazio Design, a world-renowned architect group
with a proven track record for establishing golf courses of the highest standard. This design
also balances difficulty (playing over streams and wetlands) with playability. Playability
is an essential component of the High Hampton Resort course. The presence of a mountain
bog/wetlands, approximately 5.4 miles of jurisdictional streams, existing roads and exiting
golf infrastructure dictate and greatly influence the development layout of this site. The
layout of the golf course has been designed to avoid and minimize impacts to the greatest
extent possible. Of the 18 fairways, 5 are new and make up approximately 80 percent of
the proposed golf impacts.

The Applicant has minimized fill impacts by playing over streams and wetlands as often
as possible, while still maintaining a rational and appropriate golf course design, which
Ms. Sue Homewood
9/6/2018
Page 3 of 10

includes minimal slopes on fairways and minimizes cut and fill locations that reduces the
amount of sediment and erosion control measures needed. The golf course is designed as
a complete course. It is important to note that changing the distance, location, par and other
features of any one hole will create a domino effect of changes to other holes in order to
compensate for previous changes.

The proposed golf improvements will be constructed in phases which will reduce the
amount of disturbance in the vicinity of the stream and wetland impact areas as well as
reducing the time required for the construction of improvements.

The following is a summary discussion of the proposed impact locations.

Golf Hole 1 and 9
These proposed impacts involve the installation of a French drain, Stream Impacts #22 -
24 (564 linear feet) and as well as wetland fill for Wetland Impacts #23 – 28 (0.041 acre)
associated with the construction of proposed fairways 1 and 9. Both of these holes are
constrained by existing residential development to the north and additional streams to the
south, which limits the ability to shift the hole location in an attempt to play-over. The
alternative opportunities to create new golf holes was discussed in more detail in the
previously submitted alternative analysis. Other locations/routings described previously
would also have similar impacts. The grading as shown provides for suitable sized
fairways, playability for all abilities, and consistent slope.

Golf Hole 2
Golf hole 2 is located within the footprint of the existing golf course and thereby avoids
further impacts that would likely be required with a new golf hole. Proposed impacts
involve the extension of an existing culvert that crosses a small portion of the fairway and
wetland fill for Wetland Impact #9 (0.05 acre) at the edge of the fairway. Both proposed
impacts improve the quality of the fairway by providing suitable playing area and
establishing a more uniform grade across the fairway. Stream Impact #14 has been reduced
from 200 linear feet to 100 linear feet.

Golf Hole 3
Golf hole 3 is located within the footprint of the existing golf course and thereby avoids
further impacts that would likely be required with a new golf hole. The proposed Wetland
Impact #11 (0.065 acre) involves wetland fill at the edge of the tee boxes. This fill provides
playability for the learning and average golfer. The proposed Wetland Impact #12 (0.076
acre) is associated with grading in the new green and landing area.

Golf Hole 4
Golf hole 4 is located within the footprint of the existing golf course and thereby avoids
further impacts that would likely be required with a new golf hole. Wetland Impact #10
and Stream Impact #15 have been eliminated and there are no impacts associated with this
hole.

Ms. Sue Homewood
9/6/2018
Page 4 of 10

Golf Hole 5
Redesigned golf hole with no impact.

Golf Hole 6
New golf hole with no impact.

Golf Hole 7
Golf hole 7 is located within the footprint of the existing golf course and thereby avoids
further impacts that would likely be required with a new golf hole. Wetland Impact #15
(0.011 acre) involves wetland fill associated with re-grading the fairway and green.

Golf Hole 8
Golf hole 8 is located within the footprint of the existing golf course and thereby avoids
further impacts that would likely be required with a new golf hole. The impact involves
wetland fill in areas adjacent to the fairway. Wetland Impact #13 (0.029 acre) and #14
(0.073 acre). The fill is necessary to create a suitable fairway size. Stream Impact #16
and Wetland Impact #16 been eliminated after reviews by the project team that included
adjusting the tee box locations.

Golf Hole 9
See impact discussion for Hole 1, above.

Golf Hole 10
Golf hole 10 is located within the footprint of the existing golf course and thereby avoids
further impacts that would likely be required with a new golf hole. The applicant is
building a wall above the east end of the existing culvert outlet. This wall will avoid any
stream impacts to the east. The wall will allow the valley depression to be filled in order
to have a more playable fairway. Stream Impact #19 (75 linear feet) is associated with
grading for the fairway.

Golf Hole 11
Golf hole 11 is located within the footprint of the existing golf course and thereby avoids
further impacts that would likely be required with a new golf hole. Stream Impact #1 and
Stream Impact #2 have been eliminated. Stream Impact #3 has been reduced from 110
linear feet to 55 linear feet based on reviews with the project team. Proposed Wetland
Impacts #21 (0.039 acre) and #22 (0.004 acre) provide fill for a uniform, consistent width
and grade to the fairway.

Golf Hole 12
Redesigned golf hole with no impact.

Golf Hole 13
Golf hole 13 is located within the footprint of the existing golf course and thereby avoids
further impacts that would likely be required with a new golf hole. The existing culvert is
Ms. Sue Homewood
9/6/2018
Page 5 of 10

proposed to be extended 53 linear feet to provide a uniform, consistent width and grade to
the fairway. This impact has been reduced from 106 linear feet to 53 linear feet.

Golf Hole 14
Redesigned golf hole with no impact.

Golf Hole 15
Wetland Impact #2 proposes wetland fill (0.008 acre) to accommodate the construction and
grading of the green.

Golf Hole 16
New golf hole with no impact.

Golf Hole 17
Stream Impact #6 (269 linear feet) and Wetland Impacts #3 (0.002 acre), #4 (0.022 acre),
and #5 (0.001 acre) are associated with the installation of a new culvert under the proposed
fairway and fill associated with the construction of proposed golf hole 17. Golf hole 17
has already avoided impacts to the greatest extent possible by playing over two streams.
Carrying the ball flight, the distance required to get over a third-stream crossing is not
practical for golfers.

Golf Hole 18
Proposed Stream Impact #20 (74 linear feet) and Wetland Impact #20 (0.098 ac) involve
the extension of an existing culvert and wetland fill for the construction of the fairway on
proposed golf hole 18. Golf hole 18 avoids larger wetland impacts by playing over a
wetland, however, the distance of carry from tee to landing area needs to provide suitable
landing area for all level of golfers.

DWR Comment #2. For the residential development portion of the project, please provide a
detailed analysis of the site layout. Provide an avoidance and minimization analysis that considers
alternative roadway alignments. Specifically, the Division has noted the following concerns:

Avoidance and minimization efforts were completed by increasing the use of bridges to
seven stream crossing locations. It is important to note that the proposed master plan will
preserve 23,355 linear feet of stream and 21.645 acres of wetlands, thereby demonstrating
that the applicant has designed the proposed project roads to avoid wetland and stream
impacts to the greatest extent practicable.

Since the site is covered in long linear stream segments, it would be impossible to avoid
all of these streams while continuing to maintain a rational project design and the flexibility
needed to construct a large-scale master planned residential community with a lengthy
build out period. There are only 423 linear feet of impact associated with over 7 miles of
new roads.

Ms. Sue Homewood
9/6/2018
Page 6 of 10

a. Stream impact 5 on sheet 5.03 shows the main road stopping at the entrance to the
lot. It appears that this crossing may not be necessary.
After review by the project team, this impact has been eliminated. The proposed lot will
be accessed by Bridge #7 as shown on the updated stream and wetland impact map
(Attachment B, Figure 5.0).

b. Sheet 5.07 shows multiple crossings on the same stream. These include stream
impacts 7 and 10. It appears that there may be alternative roadway alignments which
would avoid or reduce the impacts in this portion of the project.

The road alignment in this area was adjusted to the greatest extent possible to avoid stream
crossings. In many cases, the road alignment was adjusted to locations where there were
gaps in the stream segments to avoid impacts. The road crossing at Stream Impact #7 is at
a much lower elevation (approximately 3,490 feet) than the road crossing at Stream Impact
#10 (approximately 3,590 feet). This change in grade requires the two different road
alignments to access the property at different elevations.

c. Figure 5.3 depicts an existing culvert below stream impact 26. It appears that the
road alignment could be reconfigured to use the existing culvert to avoid impact 26.

This impact was incorrectly labeled on Figure 5.3. It is Stream Impact #21 as noted on
Figure 5.0. The proposed road alignment has been adjusted to reduce the impact to 75
linear feet, which will be an extension of the existing piping.

DWR Comment #3. Provide building envelopes for all lots with wetlands, streams or trout
buffers and stormwater setbacks on the site plans to demonstrate these lots are able to be
developed without additional jurisdictional impacts. Please be advised that deed notifications or
other legal language that clearly indicates to future owners that there are jurisdictional features
and that some lots may not be buildable as planned without impacts that may not be approved by
the regulatory agencies will be a condition of the 401 Water Quality Certification, if approved.

The overall revised plan (Attachment B, Figure 5.0) layout for proposed lots has been
adjusted to remove all jurisdictional features from the proposed lots. The streams and
wetlands in the residential areas will be preserved in open space. Please be aware that most
of the streams and wetlands are proposed for a conservation easement that will be held by
a single non-profit conservation entity.

DWR Comment #4. The application is proposing 600 linear feet of bank stabilization. Provide
photo documentation supporting the need for the proposed stabilization measures. Also, please
clarify how the work will be performed "in the dry".

Photographs showing the location and need for bank stabilization are included in
Attachment C. A bank stabilization detail and construction sequence are also provided in
Attachment C. After additional review, the proposed stream bank stabilization activities
associated with fairway 8 have been eliminated. As a result, 300 linear feet of bank
Ms. Sue Homewood
9/6/2018
Page 7 of 10

stabilization is proposed for the project, and this information has been updated on the
revised stream and wetland impact map (Attachment B, Figure 5.0).

DWR Comment #5. Provide plans that show existing topography and proposed
grades/topography.

A proposed grading and engineering plan are included in Attachment D.

DWR Comment #6. Enumerate all wetland and stream impacts including but not limited to fill
slopes/dissipater pads/temporary dewatering impacts on the site plan and clearly label impacts.
The Division recommends highlighting by hatching or shading all permanent and temporary
impacts.

All proposed stream and wetland impacts were shown on the Stream and Wetland Impact
Map (Figure 5.0-Figure 5.010) submitted with the individual permit application. A revised
Figure 5.0 (revision date 8-30-18) and an Environmental Features map (Attachment B,
Figure 6.0) are included in Attachment B. Revisions to the figures include the addition of
bridges where culverts were previously proposed, updated impact totals due to the
reduction of stream/wetland impacts from the inclusion of bridges or redesign, and adjusted
road alignments for the avoidance of jurisdictional features.

DWR Comment #7. The stream impact length should be measured along the centerline of the
stream. When proposing a culvert, the impact length is generally greater than the length of the
culvert and associated dissipater since the existing stream usually has some sinuosity (curvature).
Please verify that stream lengths have been surveyed or are otherwise accurate or provide updated
impact lengths.

All proposed impacts to streams were measured by WGLA Engineering using the
centerline of the stream.

DWR Comment #8. Provide a detailed engineering plan, profile view, and cross-section of all
proposed impact areas. These drawings must include details regarding wetland fill activities,
protection of adjacent wetlands from fill slopes etc, stream alignment in relation to pipe alignment,
pipe slope, pipe burial (presence of bedrock), and dissipater pad.
A proposed site grading and engineering plan are included in Attachment D for the golf
and Phase 1 (Stream Impact #11 and Stream Impact #21) road impacts. A grading plan for
the back-of-house and golf maintenance building were provided in Appendix I of the
individual permit application. Additional proposed road impacts are part of the long-term
master plan and only preliminary designs have been shown on Figure 5.0. If final road
design for Phase 2 roads indicate that impacts would increase more than the permitted
amount, the applicant will notify the Corps and DWR prior to installing the culvert and
provide detail design, and explanation for the change, and additional mitigation if required.

Ms. Sue Homewood
9/6/2018
Page 8 of 10

DWR Comment #9. Clarify whether the Division of Energy, Mineral and Land Resources will
require riprap within any stream channels or wetlands as part of the Erosion & Sedimentation
Control Plan approval. If riprap is required, please enumerate and clearly label the temporary
and permanent impacts on the site plan and submit a channel restoration detail. Riprap must be
located below the stream bed elevation.

Based on the proposed road, culvert design, and experience working in this region, it is the
opinion of WGLA Engineering that additional rip-rap outlet protection is not needed below
the outlets for any of the proposed stream impacts. All new culverts will be oversized and
buried 6 to 12 inches below stream level to limit any erosion below the culvert outlets and
to provide adequate aquatic passage.

DWR Comment #10. A conceptual stormwater plan was submitted for the high-density
development areas of this project. All development within this project is subject to 15A NCAC 02H
.1021. Provide documentation of an approved stormwater permit issued by the Division of Energy,
Mineral and Land Resources for all proposed built upon areas, including low density/residential
areas and roadways.

WGLA Engineering will be submitting the required stormwater plans for the resort core
area, new golf maintenance/back of house, and Phase 1 of the high-density residential areas
directly to NC Division of Energy, Mineral, and Land Resources (DEMLR) for review and
approval in 2018. A copy of the stormwater plans will also be sent directly to Ms. Sue
Homewood, DWR. Preliminary stormwater plans and calculations for these areas have
been prepared and space has been allocated for the proposed stormwater measures. Final
plans and calculations will be submitted once the soil investigation for these areas has been
completed and results incorporated into the design.

A preliminary Stormwater Location Plan from WGLA Engineering is included in
Attachment E that shows the locations for future high-density areas. These two future areas
have not been developed, however all designs will comply with the 15A NCAC 02H.1021
rules.

DWR Comment #11. Provide a construction sequence for the open water impacts.

The Applicant is in the process of preparing a design for a water control system for
Hampton Lake and Jewell Lake. This design will include the installation of new
electronically controlled valves that will allow for maintenance of the water level in both
lakes. Once these improvements have been designed, permitted, and installed, the lake
level can be temporarily lowered to allow for the open water impacts to be completed in
the dry. Erosion control measures will be installed and maintained to prevent sediment
from entering the lake during construction.

DWR Comment #12. Provide documentation from Tuckaseegee Water and Sewer Authority
indicating their capacity to accept the proposed wastewater flow.

Ms. Sue Homewood
9/6/2018
Page 9 of 10

Only the existing wastewater capacity currently used from Tuckaseegee Water and Sewer
Authority will continue to be used for the High Hampton development. Current usage
based upon 15A NCAC 02T is 74,030 gallons per day (GPD). All future usage of
wastewater will be provided by the proposed wastewater treatment plant to be constructed
near the fieldstone section of the proposed High Hampton development. Phase 1 of the
wastewater treatment plant will provide 50,000 GPD of wastewater capacity to the
development. Phase 2 of the wastewater treatment plant will add an additional 50,000 GPD
of capacity. The future 243 residential lots will have 75 lots served by on lot individual
sewer systems permitted one at a time by the developer prior to being sold. The remaining
168 proposed residential lots will generate 24,864 GPD that will be provided with sewer
capacity by the developer’s wastewater plant currently being designed and permitted for
50,000 GPD. The resort core will generate a future sewer need of 19,605 GPD. In addition,
future employee housing will have a demand of 10,000 GPD. The proposed laundry and
back of house will generate approximately 20,000 GPD of additional sewer usage
daily. Therefore, the future development needs from either the new development
wastewater treatment system and/or TWASA plant will be 74,469 GPD not including on
lot sewer systems.

DWR Comment #13. Provide documentation from the Department of Health and Human
Services (DHHS) of the current status of the subsurface irrigation system review/permitting.

The new wastewater treatment plant (WWTP) is a tertiary and land application system that
will utilize five drip irrigation fields located throughout the development. Mountain Soils,
Inc. (MSI) conducted an on-site subsurface wastewater effluent disposal feasibility study
on select properties owned by High Hampton Land, LLC and High Hampton Resort, LLC.
The properties were evaluated in accordance with North Carolina Statute G. S. 130A-
336.1, 15A NCAC 18A.1971 Engineered Option Permit (b). Review and approval of the
WWTP and land application is conducted by the N.C. Division of Public Health.

Under the rules of the NC Department of Health and Human Services (DHHS), the
permitting of the wastewater treatment plant will be governed by § 130A-
336.1. Alternative Process for Wastewater System Approvals. A professional engineer
licensed under Chapter 89C of the General Statutes may, at the direction of the owner of a
proposed wastewater system who wishes to utilize the engineered option permit, prepare
signed and sealed drawings, specifications, plans, and reports for the design, construction,
operation, and maintenance of the wastewater system in accordance with this section and
rules adopted thereunder. The professional engineer designing the proposed wastewater
system shall use recognized principles and practices of engineering and applicable rules of
the Commission in the calculations and design of the wastewater system. The
investigations and findings of the professional engineer shall include, at a minimum, the
information required in rules adopted by the Commission pursuant to G.S. 130A-335(e).
The professional engineer may, at the engineer's discretion, employ pretreatment
technologies not yet approved in this State.

Ms. Sue Homewood
9/6/2018
Page 10 of 10
An updated mitigation plan is being prepared that matches the reduction in proposed
stream/wetland impacts. This plan will be submitted to the US Army Corps of Engineers and
DWR as quickly as possible. The applicant believes the information included in this package
addresses all issues set forth by the DWR in the letter dated July 3, 2018. Should you have any
questions or comments concerning this project please do not hesitate to contact me at 828-698-
9800.
Sincerely,
iie A. Y
t Manag
/ A(;��
R. Clement Riddle, P.W.S.
Principal
ATTACE MENTS:
Attachment A — DWR Request for Additional Information, July 3, 2018
Attachment B — Revised Stream & Wetland hnpact Map (Figure 5.0) & Environmental Features Map
(Figure 6.0)
Attachment C — Stream Bank Stabilization — Photo Documentation & Detail
Attachment D — Proposed Site Grading & Engineering Plan
Attachment E — Preliminary Stormwater Location Plan
Copy Furnished:
NC Division of Water Resources, Asheville Regional Office — Kevin Mitchell
US Army Corps of Engineers, Asheville Regulatory Field Office — David Brown

Attachment A

NC Division of Water Resources

Request for Additional Information – July 3, 2018

+ 't
Waler Resources Y
Fnvirnrmicnlal Quality
July 3, 2018
High Hampton Resort, LLC and High Hampton Land, LLC
Attn: Scott Wearren
3104 Blue Lake Drive, Suite 200
Vestavia Hills, AL 35243
Subject: REQUEST FOR ADDITIONAL INFORMATION
High Hampton Country Club
Dear Mr. Wearren:
ROY COOPER
4 iO r'c'171r!1-
MICHAEL S. REGAN
LINDA CULPEPPER
!worm 0?1cYrnr
DWR # 20180765
Jackson County
On June 1, 2018, the Division of Water Resources — Water Quality Programs (Division) received your
application dated May 24, 2018, requesting an Individual Water Quality Certification from the Division for
your project. The Division has determined that your application is incomplete and cannot be processed.
The application is on -hold until all of the following information is received:
1. Provide more details regarding avoidance and minimization of stream and wetland impacts for
this project. For each impact location within the golf course expansion, please provide a site
specific detailed explanation of the impact (fill, stabilization, culvert, etc), the specific purpose and
need for the impact at each location, a detailed plan for why the specific impact cannot be
practically accomplished, reduced or reconfigured to avoid impacts to the stream or wetland.
Examples of specific avoidance or minimization actions may be retaining walls for stabilization,
minor hole reconfigurations, avoidance of impacts between holes, options for play over of
streams/wetlands etc. [15A NCAC 02H .0506(f) and (g)]
2. For the residential development portion of the project, please provide a detailed analysis of the
site layout. Provide an avoidance and minimization analysis that considers alternative roadway
alignments. Specifically, the Division has noted the following concerns:
Stream impact 5 on sheet 5.03 shows the main road stopping at the entrance to the lot. It
appears that this crossing may not be necessary.
b. Sheet 5.07 shows multiple crossings on the same stream. These include stream impacts 7 and
10. It appears that there may be alternative roadway alignments which would avoid or reduce
the impacts in this portion of the project.
c. Figure 5.3 depicts an existing culvert below stream impact 26. It appears that the road
alignment could be reconfigured to use the existing culvert to avoid impact 26.
State of Nord) Carolina I Environmental Quality I Water Resources
1617 Mail service Center I Raleigh, North Carolina 27699-1017
919 807 6300

High Hampton Country Club
DWR# 20180765
Request for Additional Information
Page 2 of 3
Provide building envelopes for all lots with wetlands, streams or trout buffers and stormwater
setbacks on the site plans to demonstrate these lots are able to be developed without additional
jurisdictional impacts. Please be advised that deed notifications or other legal language that
clearly indicates to future owners that there are jurisdictional features and that some lots may not
be buildable as planned without impacts that may not be approved by the regulatory agencies will
be a condition of the 401 Water Quality Certification, if approved. [15A NCAC 02H .0502(g)]
4. The application is proposing 600 linear feet of bank stabilization. Provide photo documentation
supporting the need for the proposed stabilization measures. Also, please clarify how the work
will be performed "in the dry". [15A NCAC 02H .0506(b)]
5. Provide plans that show existing topography and proposed grades/topography. [15A NCAC 02H
.0502(g)]
Enumerate all wetland and stream impacts including but not limited to fill slopes/ dissipater
pads/temporary dewatering impacts on the site plan and clearly label impacts. The Division
recommends highlighting by hatching or shading all permanent and temporary impacts. [15A
NCAC 02H .0502(g)]
The stream impact length should be measured along the centerline of the stream. When
proposing a culvert, the impact length is generally greater than the length of the culvert and
associated dissipater since the existing stream usually has some sinuosity (curvature). Please
verify that stream lengths have been surveyed or are otherwise accurate or provide updated
impact lengths. [15A NCAC 02H .0502(b)]
8. Provide a detailed engineering plan, profile view, and cross-section of all proposed impact areas.
These drawings must include details regarding wetland fill activities, protection of adjacent
wetlands from fill slopes etc, stream alignment in relation to pipe alignment, pipe slope, pipe
burial (presence of bedrock), and dissipater pad. [15A NCAC 02H .0502(b)]
Clarify whether the Division of Energy, Mineral and Land Resources will require riprap within any
stream channels or wetlands as part of the Erosion & Sedimentation Control Plan approval. If
riprap is required, please enumerate and clearly label the temporary and permanent impacts on
the site plan and submit a channel restoration detail. Riprap must be located below the stream
bed elevation. [15A NCAC 02H .0506(f) and (g)]
10. A conceptual stormwater plan was submitted for the high density development areas of this
project. All development within this project is subject to 15A NCAC 02H .1021. Provide
documentation of an approved stormwater permit issued by the Division of Energy, Mineral and
Land Resources for all proposed built upon areas, including low density/residential areas and
roadways.
11. Provide a construction sequence for the open water impacts. [15A NCAC 02H .0506(d)]

High Hampton Country Club
DWR# 20180765
Request for Additional Information
Page 3 of 3
12. Provide documentation from Tuckasegee Water and Sewer Authority indicating their capacity to
accept the proposed wastewater flow.
13. Provide documentation from the Department of Health and Human Services (DHHS) of the current
status of the subsurface irrigation system review/permitting.
Please note that upon review of these items the Division may have additional questions or comments.
Pursuant to Title 15A NCAC 02H .0502(e), the applicant shall furnish all of the above requested
information for the proper consideration of the application. Please respond within 30 calendar days of
receipt of this letter by submitting all of the above requested information through this link:
https://edocs.deg.nc.gov/Forms/Supplemental-Information-Form (note that the DWR# that is requested
on the link is referenced above).
If all of the requested information is not received in writing within 30 calendar days of receipt of this
letter, the Division will be unable to approve the application and it will be returned. The return of this
project will necessitate reapplication to the Division for approval, including a complete application
package and the appropriate fee.
Please be aware that you have no authorization under the Water Quality Certification Rules for this
activity and any work done within waters of the state may be a violation of North Carolina General
Statutes and Administrative Code.
Please contact Sue Homewood at 336-776-9693 or [e-mail] if you have any questions
or concerns.
Sincerely,
Karen Higgins, Supervisor
401 & Buffer Permitting Branch
cc: Clement Riddle, ClearWater Environmental (via email)
David Brown, USACE Asheville Regulatory Field Office (via email)
Andrea Leslie, NCWRC (via email)
DWR ARO 401 files
DWR 401 & Buffer Permitting Unit
Filename: 180765HighHampton(lackson) 401_IC_HOLD

Attachment B

Revised Stream & Wetland Impact Map (Figure 5.0, Revised 8-30-18)

& Environmental Features Map

WETLAND
IMPACT #24
0.006 AC.
(GOLF)
STREAM IMPACT #23
146 LF (GOLF)
CROSSROAD
WETLAND
IMPACT #25
0.014 AC.
(GOLF)
4010 10
BRIDGE #1 (ROAD)
STREAM IMPACT #3 —
55 LF (GOLF)
Z BRIDGE #2 (ROAD)
0
MONTE rA ROAD
G �'' � •� \ -
0 '
IMPACT #22 - - STREAM/ IMPACT #26 0.098 AC. (GOLF) ♦WETLAND ♦ ♦ ♦ ♦ 1 BRI ROAD)
382 LF , 71�0.006 AC. PROPOSED STREAM ♦ STREAM IMPACT #21
(GOLF) (GOLF) IMPACT #20 �� 75 LF (ROAD) o
BACK OF HOUSE &
WETLAND GOLF MAINTENANCE 74 LF (GOLF) ��o
IMPACT #23 WETLAND STREAM IMPACT #19 ♦ 1111pN`
0.001 AC. a IMPACT #27 (SEE FIGURE 5.4)
75 LF (GOLF) ♦
(GOLF) 0.002 AC. (GOLF) 4V AAL
GOLF HOLE #1 •r ,11111► a
WETLAND IMPACT #28 jO� (SEE FIGURE 5.1)
STREAM IMPACT #24 0.012 AC. (GOLF) '
WETLAND IMPACT #19 SEE INSET "B"
0.171 AC. (OTHER) 0
INSET "B"
UC #8 WETLAND IMPACT #18 UC #10 �► �oP ` l
(SEE FIGURE 5.1) ♦ ��
(
SCALE 1 100'
0.006 AC. (ROAD) UC #9
" �
U.0 /b Ac. (GULF)
WETLAND IMPACT #11
0.065 AC. (GOLF)
GRAPHIC SCALE
0 500
( IN FEET )
BRIDGE
# 7
(SEE FIGURE
j CONSERVATIO1
EASEMENT
158.45± AC.
SEE INSET "A" ;
WETLAND
IMPACT #3
0.002 AC.
(GOLF)
WETLAND IMPACT #4
0.022 AC. (GOLF)
STREAM
IMPACT #6
269 LF
(GOLF)
WETLAND
IMPACT #5
0.001 AC.
(GOLF)
INSET "A"
(SEE FIGURE 5.2)
SCALE 1" = 100'
STREAM
IMPACT #7
68 LF (ROAD)
UC #2 *40�
■
■
f
■
STREAM IMPACT #8
_ 30 LF (ROAD)
WETLAND IMPACT #6 '
0.005 AC. (ROAD)
STREAM IMPACT 9
r
11 LF ROAD
<'
UC 3
AND IMPACT #8 150 LF OF STREAM/. CONSERVATION
BANK STABILIZATION
44 AC. (ROAD)- - STREAM IMPACT #10 j EASEMENT ■
��- -
_ ROAD LF 66 I 167.56±
AC. (ROAD)
I
TLAND
r �
I
.001 AC ROAD
r �
M
r
r �
r
v
A
%! GOLF HOLE #18 'H4kN10 To
i c
i��i ♦ (SEE FIGURE 5.3)
♦ STREAM IMPACT #11
55 LF (ROAD)
r ` WATER INTAKE
IMPACT #1
400 S.F. (GOLF)
BEACH AREA
' % ■ 6,750 SF (DEVELOPMENT)
\ \ ♦ o HIGH HAMPTON PROJECT DATA
STREAM
1 IMPACT #12 TOTAL PROJECT AREA: 684 ACRES
• 45 LF (ROAD)
JURISDICTIONAL WATER OF THE US
RESORT CORE AREA PERENNIAL & INTERMITTENT STREAMS 37,265 LF
*+ SEE FIGURE 5.5 WETLANDS 27.5724 AC.
PAW.* OPEN WATERS 16.45 AC.
LEGEND
JURISDICTIONAL IMPACTS
STREAM - ROAD CULVERTS 423 LF PROPERTY BOUNDARY
STREAM - GOLF COURSE 1,190 LF
UC #5 SUBTOTAL 1,613 LF ■ ■ ■ d . PROJECT BOUNDARY
BRIDGE STREAM - UTILITY LINE (TEMPORARY) 200 LF WETLAND -NO DISTURBANCE
#4 (ROAD) STREAM BANK STABILIZATION 300 LF
- - - - LINEAR WETLAND
150 LF OF STREAM WETLAND - ROADS 0.061 AC. (2,657 S.F.)
BANK STABILIZATION
_ »»> OPEN WATER
WETLAND GOLF COURSE 0.522 AC. 22 738 S.F.
-) WETLAND - DEVELOPMENT 0.171 AC. (7,437 S.F.) STREAM
SUBTOTAL 0.754 AC. (32,844 S.F.)
4 _------- CULVERT
OPEN WATERS - GOLF COURSE 0.009 AC. (400 S.F.)
(WATER INTAKE) PROPOSED IMPACT
- DEVELOPMENT 0.15 AC (6,750 SF)
(BEACH AREA) HAND CLEAR NO IMPACT
AVOIDANCE
STREAM 35,652 LF ,'� �� �' PRESERVATION AREA
BRIDGE - ROAD 7 EA.
WETLANDS 26.998 AC. STREAM BUFFER
OPEN WATERS 16.282 AC.
MITIGATION PROPOSED GOLF COURSE
STREAM (LINEAR FEET) PROPOSED UTILITY CROSSING
NCDMS 1,613 LF
PRESERVATION 23,355 LF WASTEWATER DRIP IRRIGATION
WETLAND (ACRES) LOCATIONS
PRESERVATION 21.645 AC.
PROPOSED STREAMBANK
PRESERVATION OF UPLAND BUFFERS APPROXIMATELY 31 AC. WEAM STABILIZATON
WGLA ENGINEERING, PLLC
724 5th AVENUE WEST
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Cashiers Township
Jackson County
North Carolina
N CARo'�%,
Q
�1 v� A Or
o
o
Co n
or
L �
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REVISIONS
DATE DESCRIPTION
4/2/18 Revision
5/15/18 Revision
7/30/18 Revision
8/30/18 Resubmittal
a
Know what's b@IOW.
0111 before you dig.
PROJECT NUMBER: 17133
DATE: 4/18
DRAWN BY: KHC
CHECKED BY: TWT
Stream and
Wetland Impact Map
Figure 5.0
SCALE: 1 "=500'
•°��
"
STREAM
♦ ���
3:
IMPACT #4'
53 LF (GOLF) <:
-P
• O
'9Q '
N 0
O
♦
•
moo.
WETLAND IMPACT #22
� �
o : `
::.:
o
WETLAND
•
0.004 AC. (GOLF)
°
o
IMPACT #2
9
as 00
0.008 AC.
(GOLF)
lo
♦ •
WETLAND IMPACT #21 `�
WETLAND IMPACT #1
0.039 AC.(GOLF)
Q.003 AC. (GOLF)
' UC #1
WETLAND IMPACT #20
IMPACT #22 - - STREAM/ IMPACT #26 0.098 AC. (GOLF) ♦WETLAND ♦ ♦ ♦ ♦ 1 BRI ROAD)
382 LF , 71�0.006 AC. PROPOSED STREAM ♦ STREAM IMPACT #21
(GOLF) (GOLF) IMPACT #20 �� 75 LF (ROAD) o
BACK OF HOUSE &
WETLAND GOLF MAINTENANCE 74 LF (GOLF) ��o
IMPACT #23 WETLAND STREAM IMPACT #19 ♦ 1111pN`
0.001 AC. a IMPACT #27 (SEE FIGURE 5.4)
75 LF (GOLF) ♦
(GOLF) 0.002 AC. (GOLF) 4V AAL
GOLF HOLE #1 •r ,11111► a
WETLAND IMPACT #28 jO� (SEE FIGURE 5.1)
STREAM IMPACT #24 0.012 AC. (GOLF) '
WETLAND IMPACT #19 SEE INSET "B"
0.171 AC. (OTHER) 0
INSET "B"
UC #8 WETLAND IMPACT #18 UC #10 �► �oP ` l
(SEE FIGURE 5.1) ♦ ��
(
SCALE 1 100'
0.006 AC. (ROAD) UC #9
" �
U.0 /b Ac. (GULF)
WETLAND IMPACT #11
0.065 AC. (GOLF)
GRAPHIC SCALE
0 500
( IN FEET )
BRIDGE
# 7
(SEE FIGURE
j CONSERVATIO1
EASEMENT
158.45± AC.
SEE INSET "A" ;
WETLAND
IMPACT #3
0.002 AC.
(GOLF)
WETLAND IMPACT #4
0.022 AC. (GOLF)
STREAM
IMPACT #6
269 LF
(GOLF)
WETLAND
IMPACT #5
0.001 AC.
(GOLF)
INSET "A"
(SEE FIGURE 5.2)
SCALE 1" = 100'
STREAM
IMPACT #7
68 LF (ROAD)
UC #2 *40�
■
■
f
■
STREAM IMPACT #8
_ 30 LF (ROAD)
WETLAND IMPACT #6 '
0.005 AC. (ROAD)
STREAM IMPACT 9
r
11 LF ROAD
<'
UC 3
AND IMPACT #8 150 LF OF STREAM/. CONSERVATION
BANK STABILIZATION
44 AC. (ROAD)- - STREAM IMPACT #10 j EASEMENT ■
��- -
_ ROAD LF 66 I 167.56±
AC. (ROAD)
I
TLAND
r �
I
.001 AC ROAD
r �
M
r
r �
r
v
A
%! GOLF HOLE #18 'H4kN10 To
i c
i��i ♦ (SEE FIGURE 5.3)
♦ STREAM IMPACT #11
55 LF (ROAD)
r ` WATER INTAKE
IMPACT #1
400 S.F. (GOLF)
BEACH AREA
' % ■ 6,750 SF (DEVELOPMENT)
\ \ ♦ o HIGH HAMPTON PROJECT DATA
STREAM
1 IMPACT #12 TOTAL PROJECT AREA: 684 ACRES
• 45 LF (ROAD)
JURISDICTIONAL WATER OF THE US
RESORT CORE AREA PERENNIAL & INTERMITTENT STREAMS 37,265 LF
*+ SEE FIGURE 5.5 WETLANDS 27.5724 AC.
PAW.* OPEN WATERS 16.45 AC.
LEGEND
JURISDICTIONAL IMPACTS
STREAM - ROAD CULVERTS 423 LF PROPERTY BOUNDARY
STREAM - GOLF COURSE 1,190 LF
UC #5 SUBTOTAL 1,613 LF ■ ■ ■ d . PROJECT BOUNDARY
BRIDGE STREAM - UTILITY LINE (TEMPORARY) 200 LF WETLAND -NO DISTURBANCE
#4 (ROAD) STREAM BANK STABILIZATION 300 LF
- - - - LINEAR WETLAND
150 LF OF STREAM WETLAND - ROADS 0.061 AC. (2,657 S.F.)
BANK STABILIZATION
_ »»> OPEN WATER
WETLAND GOLF COURSE 0.522 AC. 22 738 S.F.
-) WETLAND - DEVELOPMENT 0.171 AC. (7,437 S.F.) STREAM
SUBTOTAL 0.754 AC. (32,844 S.F.)
4 _------- CULVERT
OPEN WATERS - GOLF COURSE 0.009 AC. (400 S.F.)
(WATER INTAKE) PROPOSED IMPACT
- DEVELOPMENT 0.15 AC (6,750 SF)
(BEACH AREA) HAND CLEAR NO IMPACT
AVOIDANCE
STREAM 35,652 LF ,'� �� �' PRESERVATION AREA
BRIDGE - ROAD 7 EA.
WETLANDS 26.998 AC. STREAM BUFFER
OPEN WATERS 16.282 AC.
MITIGATION PROPOSED GOLF COURSE
STREAM (LINEAR FEET) PROPOSED UTILITY CROSSING
NCDMS 1,613 LF
PRESERVATION 23,355 LF WASTEWATER DRIP IRRIGATION
WETLAND (ACRES) LOCATIONS
PRESERVATION 21.645 AC.
PROPOSED STREAMBANK
PRESERVATION OF UPLAND BUFFERS APPROXIMATELY 31 AC. WEAM STABILIZATON
WGLA ENGINEERING, PLLC
724 5th AVENUE WEST
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Cashiers Township
Jackson County
North Carolina
N CARo'�%,
Q
�1 v� A Or
o
o
Co n
or
L �
R�
REVISIONS
DATE DESCRIPTION
4/2/18 Revision
5/15/18 Revision
7/30/18 Revision
8/30/18 Resubmittal
a
Know what's b@IOW.
0111 before you dig.
PROJECT NUMBER: 17133
DATE: 4/18
DRAWN BY: KHC
CHECKED BY: TWT
Stream and
Wetland Impact Map
Figure 5.0
SCALE: 1 "=500'

PROPERTY
BOUNDARY
GRAPHIC SCALE
250 500 1000
( IN FEET )
2000
'END
ZY
EXISTING ROADS & LOTS
PROPOSED ROADS
EXISTING HIKING TRAILS
WGLA ENGINEERING, PLLC
724 5th AVENUE WEST
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Cashiers Township
Jackson County
North Carolina
�ooCAR0 ,
Nqt-AjFor
o
Cbi)
<� °°oa000�
REVISIONS
DATE DESCRIPTION
4/2/18 Revision
5/15/18 Revision
a
s
Know what's below.
0111 before you dig.
PROJECT NUMBER: 17133
DATE: 4/18
DRAWN BY: KHC
CHECKED BY: TWT
Environmental
Features Plan
Figure 6.0
SCALE: 1 "=500'

Attachment C

Stream Bank Stabilization – Photo Documentation & Detail

Photo 1. Proposed streambank stabilization located upstream of Golf Hole 18. View downstream.

Photo 2. Proposed streambank stabilization near Fairway 5. View upstream.
10 MIL PLASTI
SHEETIN
EXISTING Tnn
OF
JERSEY
BARRIERS
SAND BAG
SECTION
NCRETE
�SEY BARRIER
UNION"—,
NOTES:
1. STREAM BACK STABILIZATION TECHNIQUE TO BE USED HOLES 5 & 18.
2. INSTALL BARRIERS PER DETAIL & DEWATER WORK AREA. WATER MUST BE
DISCHARGED THROUGH A DEWATERING BALER TO A STABILIZED UPLAND AREA IF
THE WATER IS CLEAN.
3. COMPLETE STREAM BANK STABILIZATION WORK IN THE DRY WORK ZONE AREA.
4. ONCE THE STREAM BANK HAS BEEN STABILIZED, WATER MAY BE REINTRODUCED
TO THE WORK ZONE & BARRIERS MAY BE REMOVED.
WGLA ENGINEERING, PLLC
724 5th AVENUE
HENDERSONVILLE, INC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Jackson County
North Carolina
P��C
1
NOCFde
2989
Co jWcruF*ion
NciNE���J
////,/AM R
0/111110
Typical Stream Bank
Stabilization
Figure 5.91
Job #: 17133
Date: 8/16/18
Scale: n.t.s.

Attachment D

Proposed Site Grading & Engineering Plan

GRAPHIC SCALE
25 50 100
( IN FEET )
EXISTING STREAM (TYP) PER CLEARWATER
ENVIRONMENTAL CONSULTANTS, INC
\ \
3470
3470
EXISTING STORM DRAINAGE
TO BE REPLACED (TYP)
WETLAND IMPACT #15
------------------------
\ \ 8
tX1511NG ZO-
STREAM BUFFER
(TYP)
WETLAND IMPACT #14 (TYP)
i�
0
EXISTING LINEAR WETLAND (TYP.) PER
CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
- EXISTING WETLAND (TYP) PER
CLEARWATER ENVIRONMENTAL CONSULTANTS, INC
WETLAND IMPACT #13 (TYP)
EXISTING 25' STREAM BUFFER (TYP)
LEGEND
EXISTING 2' CONTOUR
—3450— PROPOSED 2' CONTOUR
■ — ■ PROPOSED LIMIT OF DISTURBED AREA
EXISTING STREAM
0 EXISTING WETLAND
— — — EXISTING LINEAR WETLAND
EXISTING STREAM BUFFER
0 PROPOSED GRAVEL INLET PROTECTION
RSO PROPOSED REINFORCED STABILIZED
OUTLET
— o — o — o — PROPOSED BAFFLE
PROPOSED SKIMMER
PROPOSED OUTLET PROTECTION
L PROPOSED GRAVEL CONSTRUCTION
ENTRANCE
PROPOSED WATTLE
- — — — — - EXISTING STORM DRAINAGE
PROPOSED STORM DRAINAGE
—10-- PROPOSED TEMPORARY DIVERSION SWALE
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 1 -Golf
Course Renovation
Jackson County
North Carolina
\�,�����III//,,//
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4 o 0000
////AM
FZ
REVISIONS
DATE DESCRIPTION
•
0
d
Know what's below.
0111 before you dig.
PROJECT NUMBER: 17182
DATE: 12-27-2017
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.01
SCALE: 1 "=50'

/1 c
1
3440\�� G
( 440
1 DAHLIA GARDEN
ZZ
130
cti�
` CHURCH OF THE GOOD SHEPHERD -70
EXISTING 25' STREAM \ -�
BUFFER (TYP) 450
LLI
0 �rR �\
E: EXISTING WETLAND (TYP)
W �O� \ PER CLEARWATER ENVIRONMENTAL -�
tW '�� �- CONSULTANTS, INC
Ld
\A
Q
O _ 343u ` JJ
\ rrr r r r r r r
•
r r r r r r r r r r r
1
1
1
It
O
1
PROPERTY BOUNDARY
ZR
No®
TR 4► \ N
MATCH LINE (SEE FIGURE 1.03) WETLAND IMPACT #9 EXISTING LINEAR WETLAND
(TYP.) PER CLEARWATER
GRAPHIC SCALE ENVIRONMENTAL CONSULTANTS,
INC.
0 25 50 100 200
( IN FEET )
I
rr
I I
Lr�J
-3g
EXISTING STREAM (TYP) PER CLEARWATER
ENVIRONMENTAL CONSULTANTS, INC
11
LEGEND
— EXISTING 2' CONTOUR
—3450— PROPOSED 2' CONTOUR
■ ■ PROPOSED LIMIT OF DISTURBED AREA
EXISTING STREAM
0 EXISTING WETLAND
— — — EXISTING LINEAR WETLAND
EXISTING STREAM BUFFER
0 PROPOSED GRAVEL INLET PROTECTION
RSO PROPOSED REINFORCED STABILIZED
OUTLET
o — o — o — PROPOSED BAFFLE
PROPOSED SKIMMER
PROPOSED OUTLET PROTECTION
PROPOSED GRAVEL CONSTRUCTION
ENTRANCE
mmmzmPROPOSED WATTLE
======EXISTING STORM DRAINAGE
PROPOSED STORM DRAINAGE
—111110— - —00- PROPOSED TEMPORARY DIVERSION SWALE
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 1 -Golf
Course Renovation
Jackson County
North Carolina
F Of y
Q F oa
8r
o
C�0�'on
4 o 0000
/ A M FZ
REVISIONS
DATE DESCRIPTION
Q
d
Know what's below.
0111 before you dig.
PROJECT NUMBER: 17182
DATE: 12-27-2017
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.02
SCALE: 1 "=50'

MATCH LINE "D" (SEE FIGURE 1.02)
MATCH LINE (SEE FIGURE 1.04)
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
W
T
EXISTING 25'
STREAM BUFFER (TYP)
1
EXISTING WETLAND (TYP) PER
CLEARWATER ENVIRONMENTAL CONSULTANTS, INC
EXISTING LINEAR WETLAND (TYP) PER
CLEARWATER ENVIRONMENTAL CONSULTANTS, INC
NOTE: ALL STORM DRAINAGE TO BE
BURIED 12" BELOW STREAM BED.
LEGEND
EXISTING 2' CONTOUR
Gp 0�1 —3450— PROPOSED 2' CONTOUR
L`' ■ ■ PROPOSED LIMIT OF DISTURBED AREA
�pP
EXISTING STREAM
0 EXISTING WETLAND
/ 1
— — — EXISTING LINEAR WETLAND
/ 7R EXISTING STREAM BUFFER
PROPOSED GRAVEL INLET PROTECTION
PROPOSED REINFORCED STABILIZED
RSO OUTLET
— o — o — o — PROPOSED BAFFLE
PROPOSED SKIMMER
PROPOSED OUTLET PROTECTION
PROPOSED GRAVEL CONSTRUCTION
ENTRANCE
PROPOSED WATTLE
- — — — — - EXISTING STORM DRAINAGE
PROPOSED STORM DRAINAGE
—101- PROPOSED TEMPORARY DIVERSION SWALE
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 1 -Golf
Course Renovation
Jackson County
North Carolina
CAR
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o
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Co, to
o000 ,.
REVISIONS
DATE DESCRIPTION
•
0
d
Know what's below.
0111 before you dig.
PROJECT NUMBER: 17182
DATE: 12-27-2017
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.03
[SCALE: 1 "=50'

EXISTIr
CLEAR
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
200
EXISTING 25' STREAM BUFFER (TY?)
• – – •
"E"
MATCH LINE (SEE FIGURE 1.03)
WGLA ENGINEERING, PLLC
f �so ��
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
0
N
NC LICENSE P-1342
l 01
High Hampton
M - ' ��
H
Phase 1 - Golf
°W O�
Course Renovation
0
� 8
� 34
Jackson County
�►
3490
North Carolina
i
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CA
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,�
°° l
oN4 ro=
/o
/o�#tion
J
REVISIONS
DATE DESCRIPTION
NOTE: ALL STORM
DRAINAGE TO BE
BURIED
12" BELOW
STREAM BED.
LEGEND
EXISTING 2' CONTOUR
•
—3450—
PROPOSED
2' CONTOUR
■ ■
PROPOSED
LIMIT OF DISTURBED AREA
0
d
— — — — — — — — — — — — — — — — — — — — — — — — — — —
EXISTING STREAM
Know what's below.
before you dig.
0Call
EXISTING WETLAND
— — —
EXISTING LINEAR WETLAND
EXISTING STREAM BUFFER
PROJECT NUMBER: 17182
0
PROPOSED
GRAVEL INLET PROTECTION
DATE: 12-27-2017
RSO
PROPOSED
REINFORCED STABILIZED
DRAWN BY: KHC
OUTLET
CHECKED BY: WRB
— o — o — o —
PROPOSED
BAFFLE
PROPOSED
SKIMMER
PROPOSED
OUTLET PROTECTION
Grading Plan
PROPOSED
GRAVEL CONSTRUCTION
ENTRANCE
mmmzmPROPOSED
WATTLE
======EXISTING
STORM DRAINAGE
PROPOSED
STORM DRAINAGE
Figure 1.04
—110- - —0- PROPOSED
TEMPORARY DIVERSION SWALE
SCALE: 1 "=50'

N
M
O
1P
r -I
Ln
N
00
r-1
O
N
O
M
00
O
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GRAPHIC SCALE
60 0 30 60 120
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240
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 2A -Golf
Course Renovation
Jackson County
North Carolina
CARO
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REVISIONS
DATE DESCRIPTION
•
0
d
Know what's below.
0111 before you dig.
PROJECT NUMBER: 17182
DATE: 3-1-2018
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.05
SCALE: 1 "=60'
LEGEND
EXISTING 2'
CONTOUR
—3450
PROPOSED
2' CONTOUR
PROPOSED
LIMIT OF DISTURBED AREA
-—-
EXISTING STREAM
0
EXISTING WETLAND
— — —
EXISTING LINEAR WETLAND
EXISTING STREAM BUFFER
0
PROPOSED
GRAVEL INLET PROTECTION
RSO
PROPOSED
REINFORCED STABILIZED
OUTLET
—o—o—o—o—
PROPOSED
BAFFLE
PROPOSED
SKIMMER
PROPOSED
OUTLET PROTECTION
PROPOSED
GRAVEL CONSTRUCTION
ENTRANCE
•••�•
PROPOSED
SILT FENCE
EXISTING STORM DRAINAGE
PROPOSED
STORM DRAINAGE
PROPOSED
TEMPORARY DIVERSION SWALE
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 2A -Golf
Course Renovation
Jackson County
North Carolina
CARO
D 0
o
_
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o
*Eon
REVISIONS
DATE DESCRIPTION
•
0
d
Know what's below.
0111 before you dig.
PROJECT NUMBER: 17182
DATE: 3-1-2018
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.05
SCALE: 1 "=60'

NOTE: ALL STORMDRAINAGE
LOCATED IN STREAMS SHALL BE
BURIED 12" BELOW STREAM BED.
LEGEND
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
200
PROPOSED LIMIT OF
DISTURBED AREA (TYP.)
HAMPTON
LAKE
�1
C
STREAM IMPACT #20
EXISTING WETLAND (TYP.) '
PER CLEARWATER ENVIRONMENTAL
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00
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PATH TO BE USED FOR
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REPLACED
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O
10
PROPERTY
BOUNDARY
1
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JORDAN
246/36
EXISTING STREAM (TYP.)
PER CLEARWATER ENVIRONMENTAL
/ CONSULTANTS, INC.
STRONG
2186/1893
EXISTING 25' STREAM
BUFFER (TYP.)
I
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 3 -Golf
Course Renovation
Jackson County
North Carolina
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REVISIONS
DATE DESCRIPTION
•
9B
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0111 before you dig.
PROJECT NUMBER: 18139
DATE: 6-7-2018
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.06
SCALE: 1 "=50'
EXISTING 2'
CONTOUR
—3450—
PROPOSED
2' CONTOUR
■ — — — ■
PROPOSED
LIMIT OF DISTURBED AREA
EXISTING STREAM
0
EXISTING WETLAND
— — —
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EXISTING STREAM BUFFER
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— o — o — o —
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PROPOSED
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PROPOSED
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PROPOSED
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ENTRANCE
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= = = = = =
EXISTING STORM DRAINAGE
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PROPOSED
TEMPORARY DIVERSION SWALE
PROPOSED
EROSION CONTROL MATTING
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
200
PROPOSED LIMIT OF
DISTURBED AREA (TYP.)
HAMPTON
LAKE
�1
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STREAM IMPACT #20
EXISTING WETLAND (TYP.) '
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00
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1
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246/36
EXISTING STREAM (TYP.)
PER CLEARWATER ENVIRONMENTAL
/ CONSULTANTS, INC.
STRONG
2186/1893
EXISTING 25' STREAM
BUFFER (TYP.)
I
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 3 -Golf
Course Renovation
Jackson County
North Carolina
=\A CARO //,,,
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REVISIONS
DATE DESCRIPTION
•
9B
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18139
DATE: 6-7-2018
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.06
SCALE: 1 "=50'

NOTE: ALL STORMDRAINAGE
LOCATED IN STREAMS SHALL BE
BURIED 12" BELOW STREAM BED.
LEGEND
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
200
/C"/
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0
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— — —
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TR
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RSO
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OUTLET
— o — o — o —
PROPOSED BAFFLE
PROPOSED SKIMMER
14
PROPOSED OUTLET PROTECTION
00
PROPOSED GRAVEL CONSTRUCTION
I
ENTRANCE
PROPOSED SILT FENCE
= = = = = =
EXISTING STORM DRAINAGE
—►– – —*-PROPOSED
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PROPOSED EROSION CONTROL MATTING
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
200
/C"/
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PROPOSED LIMIT OF
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BRIDGE #3
PROPERTY BOUNDARY
— EXISTING 25' STREAM BUFFER
EXISTING STREAM (TYP.)
PER CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
EXISTING LINEAR WETLAND (TYP.)
PER CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
ST JOHN
350/205
JOHNSON
1758/305
EXISTING WETLAND (TYP.)
PER CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 3 -Golf
Course Renovation
Jackson County
North Carolina
N 00
CAR
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00
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REVISIONS
DATE DESCRIPTION
9B
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18139
DATE: 6-7-2018
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.07
SCALE: 1 "=50'
CA
I
v
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w
00
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ESI
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rn
CA
rn
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MATCH LINE (SIE�RE � 8
PROPOSED LIMIT OF
DISTURBED AREA (TYP.)
BRIDGE #3
PROPERTY BOUNDARY
— EXISTING 25' STREAM BUFFER
EXISTING STREAM (TYP.)
PER CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
EXISTING LINEAR WETLAND (TYP.)
PER CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
ST JOHN
350/205
JOHNSON
1758/305
EXISTING WETLAND (TYP.)
PER CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 3 -Golf
Course Renovation
Jackson County
North Carolina
N 00
CAR
�\
N g8a�r
00
E0
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////AM R.
REVISIONS
DATE DESCRIPTION
9B
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18139
DATE: 6-7-2018
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.07
SCALE: 1 "=50'

PROPOSED
LIMIT OF DISTURBED AREA (TYP.)
MATCH LINE SEE SHEET C-302)
96
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HOLE #17
WETLAND IMPACT #6 -
4W 1 1=1000ftwoll­�_� 1% /
WETLAND IMPACT #5
to
00
NOTE: ALL STORMDRAINAGE I
LOCATED IN STREAMS SHALL BE
BURIED 12" BELOW STREAM BED.
LEGEND
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
WETLAND IMPACT #4
9Lv�
EXISTING 2'
CONTOUR
—3450—
PROPOSED
2' CONTOUR
■ — — — ■
PROPOSED
LIMIT OF DISTURBED AREA
EXISTING STREAM
0
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— — —
EXISTING LINEAR WETLAND
TR
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— o — — o —
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co
PROPOSED
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— —11111I
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ST JOHN
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1
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WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 3 -Golf
Course Renovation
Jackson County
North Carolina
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22989
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REVISIONS
DATE DESCRIPTION
9B
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18139
DATE: 6-7-2018
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.08
SCALE: 1 "=50'
.w
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A PER CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
ST JOHN
350/205
EXISTING WETLAND (TYP.)
PER CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
1
p I WETLAND IMPACT #2
11
HOLE #15 ���;, • ' • '
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WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 3 -Golf
Course Renovation
Jackson County
North Carolina
.�`
�.��.�oasoo
*II
22989
c t #-I
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REVISIONS
DATE DESCRIPTION
9B
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18139
DATE: 6-7-2018
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.08
SCALE: 1 "=50'

60
MATCH LINE (SEE FIGURE 1.10)
3570
3566
HIGGINS /
638/01
x 3564
o / W
Cn
3562 �
GRAPHIC SCALE
30 60 120
( IN FEET )
//v
MOUNTAIN
HOLLY, LLC
2139/810
STREAM IMPACT #19
SINGLETARY
2030/171
GARY
2055/102
O'CONNELL
1476/415
1-11
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3632
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3506
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3508 M M
3510
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VINCI
ENTERPRISES
1719/803
EXISTING 25' STREAM BUFFER
EXISTING STREAM PER CLEARWATER
ENVIRONMENTAL CONSULTANTS, INC.
PROPOSED GRAVEL CONSTRUCTION
ENTRANCE #3 AT EXISTING CART PATH
ROgO
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!-'# / / AZ 246/36
T17ARRINER
77/632
PROPERTY BOUNDARY
LEGEND
EXISTING 2' CONTOUR
—3450 PROPOSED 2' CONTOUR
m m m m = PROPOSED LIMIT OF DISTURBED AREA
— —® EXISTING STREAM
0 EXISTING WETLAND
=111-111-111= EXISTING LINEAR WETLAND
EXISTING STREAM BUFFER
PROPOSED GRAVEL INLET PROTECTION
RSO PROPOSED REINFORCED STABILIZED
OUTLET
—o—o—o—o— PROPOSED BAFFLE
PROPOSED SKIMMER
PROPOSED OUTLET PROTECTION
PROPOSED GRAVEL CONSTRUCTION
ENTRANCE
PROPOSED SILT FENCE
= = = = = = = EXISTING STORM DRAINAGE
PROPOSED STORM DRAINAGE
—0— - PROPOSED TEMPORARY DIVERSION SWALE
F-1 PROPOSED EROSION CONTROL MATTING
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 4 - Golf
Course Renovation)
Jackson County
North Carolina
111111/////
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0 /y
NO fob'
0 989 0 =
0
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REVISIONS
DATE DESCRIPTION
0
d
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18139
DATE: 7/18
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.09
SCALE: 1 "= 60'

DENT
2176/789
1V
STREAM IMPACT #3�
WETLAND IMPACT #22
HOWE
1831/643
WETLAND IMPACT #21
MATCH LINE JSEE FIGURE 1.1j)
357' -
351a
35�$ 3516
06'
3S70
CARSON
2087/532
1
i
ts�
3576
WEAN
2190/1227
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET )
351
354
353\
`'532
353x536
o
3552
335 6
3558 3560 V
3562
356
66
(356�t\
WETLAND IMPAC #1
EXISTING STREAM PER—/
CLEARWATER ENVIRONMENTAL
CONSULTANTS, INC.
EXISTING WETLAND PER
CLEARWATER ENVIRONMENTAL
CONSULTANTS, INC.
\ PROPERTY BOUNDARY
—
F 10gO
MATCH LINE (SEE FIGURE 1.09)
- T
EXISTING 25'
STREAM BUFFER
FIGGLE
1100/468
N00
W
W
O
UA
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RIVERS
HOLE
2199/1910 �
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#14
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sr'p NcA
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PROPERTIES
2167/273 D� \
/ STRONG
2186/1893
LEGEND
/RIVERS
2197/1520
JOHNSON
\ 1758/305
rn
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 4 -Golf
Course Renovation
Jackson County
North Carolina
\\� \\11111111//��//
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11
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EXISTING 2' CONTOUR
—3450
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DATE DESCRIPTION
PROPOSED LIMIT OF DISTURBED AREA
-—-
EXISTING STREAM
0
EXISTING WETLAND
— — — —
EXISTING LINEAR WETLAND
EXISTING STREAM BUFFER
RSO
PROPOSED REINFORCED STABILIZED
OUTLET
-—-�—-
PROPOSED BAFFLE
PROPOSED SKIMMER
PROPOSED OUTLET PROTECTION
•
0
d
Know what's below.
0111 before you dig.
PROPOSED GRAVEL CONSTRUCTION
PROJECT NUMBER: 18139
DATE: 7/18
DRAWN BY: KHC
CHECKED BY: WRB
ENTRANCE
PROPOSED SILT FENCE
=======EXISTING
STORM DRAINAGE
PROPOSED TEMPORARY DIVERSION SWALE
PROPOSED EROSION CONTROL MATTING
/RIVERS
2197/1520
JOHNSON
\ 1758/305
rn
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 4 -Golf
Course Renovation
Jackson County
North Carolina
\\� \\11111111//��//
\A °RO '%
11
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REVISIONS
DATE DESCRIPTION
•
0
d
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18139
DATE: 7/18
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1.10
SCALE: 1 "= 60'

F
O
2
so
PROPERTY BOUNDARY (TYP.)
HAZEL
2086/226
r�
r
3562 56
w
ull
Ln
00
1
5552
GINS
848/767
�. -
_� 3538
MAGRUDER
1699/625
3536.
HOLE
#12
354
3522
3526 �/
SIMPSON
1683/479
552$
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N
HASKELL
1905/13 M N
1
HOLE
#13
LO
to
3528 Co
GRAPHIC SCALE W X522 M
�r
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so so azo zao — 6
( IN FEET)
MATCH LINE (SEE FIGURE 1.10)
3512
0
r
11M
MACKNEY
964/364
STREAM IMPACT #4
EXISTING 25' STREAM BUFFER
EXISTING STREAM PER CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
LEGEND
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 4 -Golf
Course Renovation
Jackson County
North Carolina
o`er .
1114of9for
o
Cy�r�n
/A M R.
REVISIONS
DATE DESCRIPTION
•
0
d
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18139
DATE: 7/18
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1. 11
SCALE: 1 "= 60'
EXISTING 2' CONTOUR
—3450
PROPOSED 2' CONTOUR
PROPOSED LIMIT OF DISTURBED AREA
--®
EXISTING STREAM
0
EXISTING WETLAND
— — -
EXISTING LINEAR WETLAND
EXISTING STREAM BUFFER
FR -S-0-1
PROPOSED REINFORCED STABILIZED
OUTLET
-----
PROPOSED BAFFLE
PROPOSED SKIMMER
PROPOSED OUTLET PROTECTION
PROPOSED GRAVEL CONSTRUCTION
ENTRANCE
PROPOSED SILT FENCE
= = = = = = =
EXISTING STORM DRAINAGE
—01- - --`'
PROPOSED TEMPORARY DIVERSION SWALE
F-1
PROPOSED EROSION CONTROL MATTING
WGLA ENGINEERING, PLLC
724 5th Avenue West
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Phase 4 -Golf
Course Renovation
Jackson County
North Carolina
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REVISIONS
DATE DESCRIPTION
•
0
d
Know what's below.
0111 before you dig.
PROJECT NUMBER: 18139
DATE: 7/18
DRAWN BY: KHC
CHECKED BY: WRB
Grading Plan
Figure 1. 11
SCALE: 1 "= 60'

WGLA ENGINEERING, PLLC
CULVERT
WGLA
724 5th AVENUE
HIGH HAMPTON
STREAM IMPACT
HENDERSONVILLE, NC 28739
CASHIERS TOWNSHIP
FIGURE 2.0
[phone]
JACKSON COUNTY
Job #: 18118
Engineering WGLA.COM
NORTH CAROLINA
Date: 8/21/18
NC LICENSE P-1342
Scale: 1"= 40'

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P OP ED
N ION MANHOLE
O
PROPOSED
STEAM IMPACT #21
(75 LF)
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EXISTING
CULVERT
PROPOSED \
CULVERTS
EXISTING
CULVERT •
PROPOSED
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WGLA ENGINEERING, PLLC
CULVERT
724 5th AVENUE
HIGH HAMPTON
STREAM IMPACT
HENDERSONVILLE, NC 28739
CASHIERS TOWNSHIP
FIGURE 2.1
[phone]
JACKSON COUNTY
Job #: 18118
• • WGLA.COM
NORTH CAROLINA
Date: 8/21/18
NC LICENSE P-1342
Scale: 1"= 40'

Attachment E

Preliminary Stormwater Location Plan
PROJECT
BOUNDARY
PROPERTY
BOUNDARY
CROSSROAD
Mae am
in P
CaPAPIIIC SCALE
( IN 1'I1;I1 I )
LEGEND
PHASE I HIGH DENSITY AREAS
FUTURE HIGH DENSITY AREAS
WGLA ENGINEERING, PLLC
724 5th AVENUE WEST
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
High Hampton
Cashiers Township
Jackson County
North Carolina
NCARO"'
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////AM R.
REVISIONS
DATE DESCRIPTION
•
0
d
Know what's below.
Call before you dig.
PROJECT NUMBER: 17133
DATE: 8/18
DRAWN BY: KHC
CHECKED BY: TWT
Stormwater
Location Plan
Figure X.X
SCALE: 1 "=500'