20140881 Ver 1_401 Application_20140814

McGill
A S S O C I A T F-. S
August 8, 2014
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Paton Ave., Room 208
Asheville, NC 28801 -5006
RE: Horton Branch Trail
Pre - Construction Notification, NWP #39 (WQC #3890)
Boone, NC
Dear Sir or Madam:
On behalf of our clients, Blue Ridge Mountain Club and Chetola, please find enclosed a
PCN application for the above referenced project, dated August 8, 2014. The purpose of
the project is to upgrade an existing 10' wide ATV trail to a 20' wide gravel road and
provide access for a skeet shooting range. A NWP #39 is being requested to complete the
proposed work. Four copies of the PCN application are being provided to the NCDENR,
Division of Water Resources (with a check for $570.00 to cover the 401 permit fee); one
copy of the PCN application is being provided to the NC Wildlife Resource Commission.
McGill Associates, P.A. is the Authorized Agent (form included) and should be copied
on all project correspondence. Please note copies of project wetland and stream data
sheets, as well as Rapanos Forms and the Wetland Delineation Report have been
provided to the USACOE prior to the site visit and are not included in the PCN
application.
Sincerely,
McGill Associates, P.A.
RECEIVED
AI1',,14 2014
Joh C. Vilas
DENR -LAND QUALITY
STORMWATER PERMITTING
Program Services Manager- Environmental
Cc: Central Office, NCDWR with check for $570.00
Doug Besler, NCWRC
Patrick Warren, Warren Consulting and Design, PLLC
Greg Tarbutton
En v l ro n Ill e n t a l - P l it n n l n F i n a n c e
11cGif l Associates. A.). - 3 764 Roorragw Road, Banner Ei `\"orik Carolina 2604
olTicr. ti':8- _9:_6446 - Fax: •t "5- _9? -19i_

a�0F W A *r 9� 2 0 1 4 0 8 8 1
60 T
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 39 (WQC #3890) or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1 f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes ® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2.
Project Information
2a.
Name of project:
Horton Branch Trail
2b.
County:
Watauga
RECEIVED
2c.
Nearest municipality / town:
Boone AHG 14 2014
2d.
Subdivision name:
Blue Ridge Mountain Club
2e.
NCDOT only, T.I.P. or state
project no:
DENR-LAND QUALITY
STORMWATER PERMITTING
Page 1 of 14
PCN Form — Version 1.3 December 10, 2008 Version

3.
Owner Information
1.
3a
Name(s) on Recorded Deed:
Dugger Valley Inv °Group LLC
T &T Legacy, LLC
3b
Deed Book and Page No
1'526/827 updated 1539%228
Latitude 36 1487 Longitude - 81:5672
3c
Responsible Party (for LLC if
applicable)
Jim Pitts
Greg A Tarbutton
3d
Street address
3379 Peachtree Rd, Suite 360
PO Box 17
3e
City, state, zip:
Atlanta, GA 30326 -1418
Blowing Rock, NC 28605
3f
Telephone no
(828) 295 -8667
2b
3g
Fax no
2c
River basin map is available at
3h
Email address
http / /h2o enr state nc.us %admen /maps/
4.
Applicant Information (if different from owner)
4a
Applicant is
® Agent ❑ Other, specify
4b
Name*
4c
Business name
(if applicable)
4d
Street-,address
4e. City, state, zip:
4f
Telephone no
4g
Fax no
4h
Email address
5.
Agent/Consultant Information (if applicable)
5a- 'Name-
John Vilas
5b
Business name
(if applicable)
McGill Associates, PA
5c
Street address
3764 Rominger Road
5d
City, state, zip-
Banner Elk, NC 28604
5e
Telephone no.
(828) 297 -6946'
5f
Fax no
5g
Email address
john vilas @mcgillengineers.com
B.
Project Information and Prior Project History
1.
Property Identification
1 a
Property identification no (tax PIN or parcel ID)-
2848142625000
1 b
Site coordinates (in decimal degrees)
Latitude 36 1487 Longitude - 81:5672
(DD,DDDDDD) ( -DD DDDDDD)
1 c
Property size
336 751 -acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc ) to
Horton Branch
proposed project
2b
Water Quality Classification ofnearest receiving water
C, Tr
2c
River basin map is available at
Yadkin
http / /h2o enr state nc.us %admen /maps/
Page 2 of 14
PCN Form — Version 1 3 December 10, 2008 Version

3. Project Description
3a Describe the existinq conditions on the site-and the general land use in the vicinity of'the project at the time,of this
application
The Project Site is located on the southern portion of the Blue Ridge Mountain Club (BRMC) residential development,
accessed from Sampson Road. The Project Site occupies a large wooded tract that is primarily forested The Project Site
forms the headwaters to Horton Branch with its many tributaries and wetlands Two existing live ponds are located on
Horton Branch in the project vicinity There are numerous existing timber trails throughout the site, as well as a 10' wide
maintained all terrain, vehicle (ATV) trail, approximately 4,000 If,'
The Project is composed of two point applicants as the Project Site'is located on two properties BRMC property, ,on the
southern end of the Project Site, will convey a 45' wide easement °to allow- access to the Chetola property (T &T Legacy,
LLC), on the northern portion of the Project Site that will house the shooting facility. The primary portion of the Project Site
is the shooting club site Total Project Site�size is approximately 36 26 -acres
'The existing ATV traill crosses Horton Branch four times at existing fords and crosses one unnamed tributary at an
existing pipe Total of three existing pipes observed along the maintained ATV trail, only one of which conveys
jurisdictional waters. The Project Site appears to have been logged'in the past, with large stands of white pine and the
presence of logging trails Additionally, there is evidence of an old residence or other structure near the end of the ATV
trail where remnants of a foundation and chimney were observed
General land use in the vicinity of protect is undeveloped, timbering, and rural single family residential. `
3b List the total estimated'acreage of all existing wetlands on the property
0 74 -ac
3c List the total estimated-linear feet of all existing streams (intermittent and perennial) on the property
9,604 If
3d Explain the purpose of the proposed project
The, purpose of the, Horton Branch Trail project is to create a road, 20' wide, to access a�proposed skeet shooting range
with associated lodge, parking area, and.trads Theroad has to be wide enough to allow emergency vehicle,access
Additionally, the purpose of the project is to construct five bndges.accessible by ATVs, as part of the shooting facility
Page 3 of 14
PCN Form — Version 1 3 December 10, 2008 Version

3e Describe the overall proiect'in detail, including the type of equipment to-be used
Project Siteiis a 36 26 -acre area located on two separate properties and is a cooperative, effort between -BRMC and Chetola
BRMC is providing a 45' wide easement across its property to access a shooting facility located on the adjoining Chetola
property. Chetola property is managed under T &T Legacy, LLC, and is approximately 66 -acres in size Proposed Project is
applying for a Nationwide Permit #39, Water Quality Certification #3890
The Horton Branch Trail will follow and upgrade an existing 10' wide ATV trail to the maximum extent possible The existing
ATV trail fords Horton Branch 4 times and crosses an unnamed tributary to Horton Branch one time, where °an existing 18°
x14' pipe is located The proposed access trail will be a.20' wide gravel road usedito access a new skeet shooting facility
located approximately 4,100 If from Sampson'Road Electrical utility line to be installed along shoulder of gravel road Utility
line to be trenched 3' under streambed at each proposed culvert °crossing site 4-feet of temporaryampacts associated'with
utility line at each stream crossing
A total of 5 stream crossings are proposed with the new gravel road There will be four culvert crossings on Horton Branch,
each 25' long and use Arch CMP (Pipes#1 -3 & 6, shown on attached Erosion Control Plan Sheets and Site Plan). Pipes will
be countersunk according to General Certification Condition #13 The fifth proposed stream crossing (Pipe#4) will replace an
18 "`x 14' CMP on a first order tributary to Horton Branch (UT=4 -HB) Existing pipe will be replaced with a 29" Arch CMP, 25'
long (Pipe#4), to be countersunk 6" below streambed elevation An additional existing pipe will be replaced during new road
construction which does not have live flow, pipe conveys stormwater runoff, 6" x 20' CMP to be replaced with 18" CMP
(Pipe#5), no stream impacts associated with Pipe#5 Three wetland impact sites with new roadaconstructiom(see Impact
Map) Project proposed impacts to Jurisdictional Waters will,be split between joint applicants (refer to Impact Map), as follows
69 If permanent impacts to streams associated with Chetola, 42 If permanent impacts to streams associated with BRMC
Total permanent stream impacts not to exceed 111 If
Culvert installation will be completed in the dry according to General Certification Condition #6 A pump -a -round detail is
includedwith the PCN application, but the contractor may decide -to use an alternative method Following culvert installation
work,,disturbed streambanks,and riparian areas will be stabilized with erosion control seed mix and straw top dress A total of
14 feet oflempora ystream impactsmnil occur at each,culvert installation; 40 feet of temporary impacts associated with pump
around operations and 4 feet associated with utility line trenching
Proposed skeet shooting facility will consist of a central lodge with water and sewer amenities, well water - septic,tank and
drainfield Electricity to be supplied by generator until utility lines have been connected A gravel parking lot with four vehicle
spaces to be built Five shooting platforms will be arranged surrounding the lodge with an additional five shooting stations
spread out over the grounds Trails will be constructed to accommodate ATV and.golf cart travel linking the shooting stations.
As part of the ATV trail network, five, footbridges will be constructed to allow for•clay trap machine operation and maintenance
(see ATV Trail and Bridge Locations Map) Each footbridge will span jurisdictional tributaries with no proposed permanent
impacts, Footbridge dimensions are;proposed to be 10' wide by 20' long 10 feet of,temporary stream impacts at.each
footbridge location due to streambank disturbances,during construction Following bridge construction; dreambanks4o be
,restored to pre - existing elevations /slopes and all disturbed riparian areas to be stabilized with native seed mix and straw top
dress.
Project completion will be accomplished using a trackhoe for trenching utility lines and culvert removal /installation, bull dozer
for grading during road construction, dump truck for material transport, mini - trackhoe Project will operate under a NC
Stormwater General Permit based on approval of the projects Sediment and Erosion Control Plan submitted to the county
Sediment and erosion,control features including silt fence, temporary diversions, and vegetated swales are incorporated in
erosion and control plan.
Page 4 of 14
PCN Form — Version 1 3 December 10, 2008 Version
r

4. Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps;or State been requested or,obtained for this property /
project,(including °all prior phases) in the,past?
® Yes ❑ No ❑ Unknown
Comments USACE and NCDENR DWR site visit on 7- 31 -14.
Previous JD issued on the property in 2006, now expired
4b If the Corps made the jurisdictional determination, what type
❑ preliminary ® Final
of determination was made?
4c If yes, who delineated the jurisdictional areas?
Agency /Consultant Company McGill Associates, P A
Name (if known) Sean Martin and John Vilas
Other
4d If yes, list'the dates,of the Corps jurisdictional determinations or State determinations and attach documentation
Issued! January 23,, 2006 Expired. January 1, 2011 Action 1d 200630172
5. Project History
5a Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this�project (including all prior phases) in the past?
5b If yes, explain in detail according to "help file" instructions
The Project Site was in the Ginn - inn residential development master plan, permitted in 2006 under3an
Individual Permit application USACE Action Id 200630172; DWQ#20060180 Under the Laurelmor,master plan, the
Project Site was proposed to be a residential area with subdivision roads and, lots, a total four bridged stream
crossings in plan In 2008, the entire Laurelmor project was i purchased by Reynolds Corporation and renamed `Blue
Ridge Mountain Club (BRMC) No 404/401 permits'have'been issued for BRMC and there are no active permits for
the project To date there have been no permanent impacts to jurisdictional waters on the'BRMC project
6. Future Project Plans
6a Is this a phased project?
❑Yes No
6b If yes, explain.
Page ,5 of 14
PCN Form — Version 1 3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a Which sections were completed below for your project (check all that apply)-
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Imp_ acts
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ®P ❑ T
Fill
Seep
❑ Yes
® No
® Corps
® D,WQ
0 002
W2 ®P ❑ T
Fill
Headwater
❑ Yes
® No
® Corps
® DWQ
0,003
W3 ®P ❑ T
Fill
Headwater
❑ Yes
® No
® Corps
® DWQ
0 002
2g. Total wetland impacts
001
2h Comments
' 3. Stream,lmpacts
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent,(P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)
other)
(feet)
feet)
S1 ®P ®T
Culvert and
,temporary fill
Horton Branch
® PER
❑ INT
Corps
❑ DWQ
8
25/14
S2 ® P'® T
Culvert and
UT -4 -HB
❑ PER
®Corps
4
11/14
.temporary fill
® INT
❑ DWQ
S3 ®P ®T
Culvert and
temporary fill
Horton Branch
® PER
❑ INT
® Corps
❑ DWQ
8
25/14
S4 ®P ®T
Culvert and
temporary fill
Horton Branch
® PER
❑ INT
® Corps
❑ DWQ
8
25/14
S5 ,® P ® T
Culvert and
temporary fill
Horton Branch,
® PER
❑ INT
® Corps
❑DWQ
8
25/14
S6 ❑ P ® T
Stabilization
Horton Branch
® PER
❑ INT
'2 Corps
❑ DWQ
8
10
S7 ❑ P ® T
Stabilization
Horton Branch
® PER
❑ INT
® Corps
❑ DWQ
8
10
S8 ❑ P ® T
Stabilization
UT -8 -HB
® PER
❑ INT
® Corps
❑ DWQ
8
10
S9 ❑ P ® T
Stabilization
UT -8 -HB
® PER
❑ INT
® Corps
❑ DWQ
8
10
S10❑ P ® T
Stabilization
UT -8 -HB
® PER
❑ INT
® Corps
❑ DWQ
8
10
3h Total stream,and tributary impacts
231
31 Comments Total permanent stream impacts 111 If Total temporary stream impacts 120 N S -1 permanent stream
impacts from new culvert installation and temporary impacts from trenching utility line and dewatenng operation, S -2
permanent stream impacts from new culvert installation (14' pipe replaced and credited) and temporary impacts from
trenching utility line and dewatenng operation, S -3 permanent�stream impacts from jnew culvert installation,and temporary
Page 6 of 14
PCN Form — Version 1 3 December 10, 2008 Version

impacts from trenching utility line and dewatenng operation, S-4 - permanent stream impacts from new culvert installation and
temporary impacts from trenching utility line and dewatenng operation, S -5: permanent stream impacts from new culvert
installation and temporary impacts from trenching utility line and dewatering operation, S-6 through S -10 temporary impacts
from bank stabilization work following footbridge installations.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below_
4a
4b
4c.
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P ❑T
02 ❑P [IT
03 ❑ PEI T
04 ❑P ❑T
4f. Total open water impacts
4g Comments.
5. Pond or Lake Construction
If pond, or lake construction proposed, the complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
'Upland
Pond ID
Proposed ,use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1,
P2
5f. Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)-
5j Size of pond watershed (acres)
5k Method of construction
Page 7 of 14
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact,a protected riparian buffer, then
complete the chart,below
If yes, then individually list all buffer impacts
below If an 'im acts require mitigation, then-
you MUST'fill out Secion'D
of this form
6a
❑ Neuse
El Tar-Pamlico El Other
Project is in which protected basin?
❑ Catawba
❑ Randleman
6b,
6c
6d
6e
6f.
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
required?
131 ❑P ❑T
❑Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61 Comments
Page 8 of 14
PCN Form — Version 1 3 December 10, 2008 Version

D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
1 a
Specifically describe measures takenAo avoid or minimize the proposed impacts,in desigrnng'project
Project designed to follow existing, 10' wide ATV trail, to extent practicable, reducing the amount of disturbance in the
project area. Project designed to cross streams at existing ford or pipe.locations with -all stream and wetland impact
locations limited to the existing ATV trail Grading and land disturbance to widen existing ATV trail will be shifted away
from streams to maintain maximum buffers
b
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
New culverts will be countersunk to maintain migratory corridor for aquatic organisms Pump around operations will be
used at each new culvert' installation.allowing work to be performed in the dry Sediment and erosion control measures to
be installed during project development to minimize sediment runoff'into adjacent waters `Temporary" disturbances to
streambanks .,and riparian areas °will be restored to pre - existing elevations.and slopes and wdl,be stabilized with native
seed mix and top dressed with straw
2.
Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a
Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑ Yes ® No
2b
If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c
If yes, which mitigation option' will be used for this
project?
❑ Urtigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a
Name of Mitigation Bank
,3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c 'Comments No Banks available in HU
4.
Complete if Making a Payment to In -lieu Fee Program
4a
Approval letter from in -lieu fee program is attached
❑ Yes
4b
Stream mitigation requested
linear feet
4c
If using stream mitigation, stream temperature
❑ warm ❑ cool ❑cold
4d
Buffer mitigation requested (DWQ only)
square feet
4e
Riparian wetland mitigation,requested
acres
4f�
Non - riparian °wetland mitigation requested
acres
4g
Coastal (tidal) wetland mitigation requested
acres
4h Comments
5.
Complete if Using a Permittee Responsible Mitigation Plan
Page 9 of 14
PCN Form — Version 1 3 December 10, 2008 Version

5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by`DWQ
6a Will the project result,in an impactwithm a protected riparian buffer that,requires
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information
0 Yes ® No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet),
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required:
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 10 of 14
PCN Form — Version 1 3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within ,one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included ?,lf�no„ explain why
❑ Yes ❑ No
Comments-
2.
Stormwater Management Plan
84%
Gravel road length. 4,100 If
Gravel road width 20 feet
2a
What is the overall percent imperviousness' of this project?
Lodge dimensions 60' x 80'
Parking 40'x 65'
ATV Trail 3,500' x 8'
Project,size• 32 26 -acres
2b
'Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
Stormwater rules applicable to this project include 401 permit rules The project has been designed to satisfy low density
criteria. Specific design features include 30' vegetated stream buffers, stormwater to be conveyed through vegetated
swales,and ditches Total proje&imperviousness is 8 4 %, there will be no stormwater collection systems and there are no
high intensity areas on the Project Site A Stormwater Management Plan is not required Please see attached 'Low
Density Supplement Form'
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description -of the plan
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local governments jurisdiction is this project?
Watauga County
❑ Phase II
3b
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply),
❑ Water Supply Watershed
❑ Other
'3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ®,No
attached?
Preliminary Erosion Control Plan included, to be submitted to county for approval
Will follow up when plan is approved
Page 11 of 14
PCN Form — Version 1 8 December 10, 2008 Version

C. Stormwater,Management and Diffuse Flow Plan (required by DWQ), continued
4. DW,Q Stormwater Program Review
❑ Coastal,counties
❑ HQW
4a Which of the, following state - implemented stormwater management programs apply
❑ ORW
(check all that apply).
❑ Session Law 2006 -246
❑ Other
4b Has the approved Stormwater Management Plan with proof'of approval been
attached?
❑ Yes
❑ No
S. DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements?
❑Yes
❑ No
5b Have all of the 401 Unit submittal requirements been met?
® Yes
❑ No
Page 12 of 14
PCN Form — Version 1 3 December 10, 2008 Version

F. Supplementary Information
1. Environmental, Documentation (DWQ Requirement)
la Does the project,involve an expenditure of public (federal /state /local) funds -or the
❑ Yes ® No
use of public (federal /state) land?
1 b If you answered `yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter )
Comments
2. Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
El Yes ® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after-the-fact, permit application?
❑ Yes ® No
2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3. Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b If you answered `yes ",to the above, submit a qualitative or quantdative ,cumulative'impactaanalysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
Proiect is a single and complete developed landuse, not to provide access for any other commercial or residential
development,
4. Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
Sewage will be treated on -site through septic tank and drainfield, pending Watauga Count Health Department approval
Page 13 of 14
PCN Form — Version 1 3 December 10, 2008 Version

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
habitat?
❑ Yes ® No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes ® No
5c If yes, indicate the USFWS Field Office you have contacted.
E:1 Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http. / /www fws gov /raleigh /species /cntylist/watauga:html
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑;Yes, ® No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http- / /www.habitat.noaa. gov / protection /efh/habitatmapper.htmi
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 (e.g., National Historic Trust designation or properties, significant in
North Carolina history and archaeology)?
❑Yes ® No
7b What data sources did you use,to determine whether your site would impact historic or archeological resources?
http: / /gis.ncdcr.gov /hpoweb/
8. Flood Zone Designation (Corps Requirement)
8a- Will this,project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination? http: / /floodmaps.nc.gov /finis /Map.aspx
WC15
Applicant/Agent's Printed Name
T- ? -zoiy
Date
App nt/ gent's Signature
(Agent's signature is v id only if an authorization letterfirom the applicant
is provided.)
0- 4 A -f 4A

McGill
A S S O C I A T E S
AGENT AUTHORIZATION FORM
PROJECT NAME: Horton Creek Trail
PROPERTY LEGAL DESCRIPTION: Bk 1539 Pg 228
PARCEL ID._ 2848- 142625 -000 LOT,NO. PLAN'NO.
STREET ADDRESS: Sampson Rd SR 1526
Please Print
Property0wner /Representative: _Dugaer Valley Investment Group, ,LLC
Jamle Reynolds -
(If Representative) Title: Vice President
The undersigned, registered property owners of the above-noted property, do hereby authorize
John,C- Vilas of McGill AssoclatesiP A-
(Contractor / Agent) (Name of consuiting.flrm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this.permit or certification and any and all standard and special conditions attached.
Property Owner's/RepresentatiWs Address (If different than property above):
PO Box 1727
Blowing Rods, NC28605
'Telephone: [phone]
We hereby certify the above Information submitted in this application is,true and accurate to the
best of our knowledge.
,06orized SlgBo6fe Authorized Signature
Date: 8/05/14_ Date:
Environmental • Planning Finance
McGill .associates, P.A. - 3764 Rominger Road, Bannar Elk, North Carolina 28604
Office: 82B- 297 -6946 - Fax- 828 - 297 -1982

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Map Unit Legend
Horton Branch Access Trail
usDA
Natural; Resources 'Web Soil Survey 7/15/2014
1� Conservation Service National Cooperative Soil Survey Page 3, of 3
FR F% Mr- �-M-
N
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1 5 1
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Chestnut-Edneyville complex, 8
8.0 9
93%
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Cowee-Saluda complex, 15 to 1
10, 1
12%
30 percent slopes, stony
CoE C
Cowee-Saluda complex, 30 to 4
45 5
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50 percent slopes, stony
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Cowee-Saluda complex, 50 to 2
26 3
30%
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245 2
285%
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42 4
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45 5
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stony
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15 1
17%
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1 6 1
17%
slopes
W W
Water 0
0.8 0
09%
Totals,for Area of,interest 8
86.1 1
100.0%
Natural; Resources 'Web Soil Survey 7/15/2014
1� Conservation Service National Cooperative Soil Survey Page 3, of 3

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PCN Application Blue Ridge Mountain Club and Chetola Resort
ATV Trail and Bridge Locations Horton Branch Access Trail GiR
August 2014 AsSOCIATE5
Watauga County, North Carolina o NnIErn SERVICES

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r
ro
CROSS SECTION A
°
O
j
U �
F
NOT TO SCALE
3
aU
a
ROAD GRADE
C.
N
BANK FULL ELEVATION
on
d
0 "XO "ARCH CULVERT
12 GA. CMP, ALUMINIZED
az
1 FT OF BOTTOM OF PIPE FILLED
�U
:1
vi 0.a.
Q
CROSS SECTION B
:�
�a
:s
U
NOT TO SCALE
a�
cc
U
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Source: Warren Consulting and Design, PPLC.
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09
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orth Carolina Department of Transportation
BMPs for Construction and Maintenance Activities
o
u ust 2003
Page 65
Z

w �
fi
U0,1
O
ak
L9
Photos 1 and 2: View of existing trail at stream impact site S -5
O
N
O
O
OF
CA
CA
� U
U
U
'¢
O
z
Photo 3: View from exiting trail of wetland
U
impact W -1 above trail. Existing 6 "x20' CMP
drains wetland feature.
0
,.,
Photo 4: View of stream impact site S -2
0
"
and wetland impact site W -2.
x
;o
3
�
a�
v
N
r-+
ti
bq
Q
Photo 5: View of existing ford on Horton branch
and impact site S -3.
Photo 6: View of wetland impact site W -3
w o
along right edge of existing trail.
U
�
Oa
O�
U
0.G.
Photo 8: View of existing ford on Horton branch
Photo 7: View of existing ford on Horton branch
and stream impact site S -5.
and stream impact site S4.

NC DWO S&earn Identifiratinan 'Rn rm V%rdnn d -11
Date: 7
Projectifte: op MC _C1.:? a,o
Latitude:
Evaluator. S+r^
County-i
V.� s
Longitude:
Total Points:
Stream Is at least interm8tent rP
Siroam Determinataion ( ne)
Other "r C,ra .r
ifa19or erenaWffa�30 °'
ph
Ephemeral intermittent al
e.g. Quad lame: - �Ce
A. veomo holo Subtotal = '
18- Continuity of channel bed and bank
A_ sent
0
Weak
1
Moderate
2
3
Strong
2. Sinuosity of c hannel,along tMa1
0
1
1,4. Leaf litter
t _ _
1. 1
3. In- channel structure: ex. riffle -pool. step -pool.
15. Sediment on,plants or debris
0 5)
1
3
ripple-pool sequence
0
1
QZ
9
No = 0
3
4. Particle size of stream,substrats
0
1
2
S. Active/relict flood lain'
1
2
3
6. Depositional bars or benches
0
C 1„
2
3
7- Recent alluvial deposits
0
C
2
3
8. Headcuts _
0
1
2
3
3
9. Grade control
0
Q.5
1
\1_
10. Natural valley
0
0.5
1
1.5j
11. Second or greater order channel
No — 0
Yes = 3
e artiBBal eli'3h n*n nn►.nt�• �� .r. �. a�� :_ �__.
.H_ Hvdrnlnnv ISithtrtsr = Q
12. Presencezf Baseflow
0
1
2
3
13. Iron oxidizing bacteria
1
2 2
1,4. Leaf litter
t _ _
1. 1
3
0
15. Sediment on,plants or debris
0 5)
1
16.Organic,debris Imes or piles
0 0.5'
1.5
17. Soil -based evidence of high Water table?
9
No = 0
V.
1.5

NC pWQ Streann Identi fic
Date: 1-10-14
Evaluator. sVV`'
Total Point;
Steam is atleastinternulw t 2
!f 219 or erennhd it? 30°
A. GeomO holo (Subtotal=
1 a Continu of channel bed and bank
2. Sinuosity of channel along thalwe
3. In- channel stt cture:`ex. riffle: -pool, stag
ri 1 001 sequence
4. Particle size of stream,subsbate
S. Activehelict,fi plain
6. Depositional bars or benches-
7-Recent altuvial,deposits
8. 'Headcuts
9. Grade control
10.- Natural valley
11. Second or greater order channel
artffcW ditches are not rated; see discussions
&. ,H drolo Subtntai = 7
12. Presence of Beseflow
13. iron oxidizing bacteria
14. Leaf Utter
15.E Sediment on plants or debris
16. Organic debris,lines or, piles
17. Soil -based evidence of high water table
C. 81010 9Y (Subtotal =
18. Fibrous roots in_stmambed
19. Rooted upland plants in sireambed
20. Macrobanthos (note diversity and abundan
21.,Aquatic Mollusks
22. Fish
23. Crayfish
24. Amphibians
26. Algsa
26. Wetland plantain sheambed
'perennial streams may also be identMed using other
Sketch:
Form Version 4.11
0 1 2
1 2
1 0.5
0 0. 1
0 0.5 1
No = 0 }
EaE 2 1
2 1
10 1
0 1
0 0.5 1
0.5 1
0 0• 1
0 1
FACW = 0.75; OHL =1.5 Other
See p. 35 of manual.
u,
■
El
i
3
3
0
Ti
0
0
3
3
1.5
1.5 -
1.5
1.5
ProjectlSite: �Ftfz . -� � , ;
Latitude:
Courfty: F 1j,- ;
Longitude:
Stream Determination (cirde )� Other
Ephemeral intermittent�i a g., Quad Name e
Absent Weak 186derate Sti
0
1_
2
0
1
2
0
2
0
0 1 2
1 2
1 0.5
0 0. 1
0 0.5 1
No = 0 }
EaE 2 1
2 1
10 1
0 1
0 0.5 1
0.5 1
0 0• 1
0 1
FACW = 0.75; OHL =1.5 Other
See p. 35 of manual.
u,
■
El
i
3
3
0
Ti
0
0
3
3
1.5
1.5 -
1.5
1.5

NC RWQ Stream Idendflodon
Date: 16- lq
Evaluator.
Total`Points:
Stream is at least inteMBwent 4r
ffz19ornerannwir2T 3m
VersionA.IIl
Projectisbr.
County:
Stream D E
Ephemeral rmittent er
Latitude:
Longitude:
Other CA—, .3
e.g. Quad Name:
1 a Continulty of channel bed and bank
2. Sinuosity of channel slong thalweg
Absent
0
0
!leak
1
moderate
2
3. In- channel structure: ex riffle -pool, step -pool,
ripple-pool s ence
0
1
2
2)
4. Particle size of_stream substrate
S. Aciivalrelict flood lain
6. Dep0s1d0n8l bars or benches
7. Aecent alluvial d
S. Headcuts -
0
0
0
0
1
1
1
1
2,
2
2
2
2
9. Grade control
10. Natural valley
11. Second or greater order channel
artifldal ditch
0 0.5
0 0,5
Ido = 0
1
1
Yes
= 3
es are not rated. see dwwwons In manual
B. H df0)0 Subtotal =
12. Presence of Baseflow 0 1 2
13. Iron oxidizing bacteria
14. Leaf litter 1 0.5
2
1'.5
15. Sediment on plants or debris 0 0, 1
16. anfc debris lines or pffes (043 1
17. Soil -based evidence of high water table? Not
C. Biology (Subtotal= id
18. Fibrous roots in streambed 3 1
19.,Rooted upland Plants M sb'eambed 3 2
20. Macxobenthos note 1
( dhrersity and abundance) p 1
21. Aquatic Mollusks 0 1
22. Fish _ - 2
23. Crayfish 0 0.5 1,
24. Amphibians 0'5 1
0 �'() 25. Algae 0
26. Welland ofartts in`s reambed 1
FACW = 0:75; OBL =1:5 O
'Perennial streams may also be identified using other methods. See p. 35 of manual.
Notes: 5'e .-fw ran n n
Sketch:
El
3
3
0
1.5
0
0
3
3
1.5
1.5
El
3
3
0
1.5
0
0
3
3
1.5
1.5

NC RW_Q Stawm Ideanfl Heaton Foam Vairdon 4.11
Date: -7-1 6, ► y
Project/SRW- 1 t =
t'Lt''�l_ _ C:..Q-,.r_ry
Latitude:
Evaluator.
County.
CA�=
Longitude:
Total Points:
Stream is at least kl anmVent 3
Streets D
;(clr'cle one)
Other
ff a 19 or erennial if Z 30•
Ephemera!
t Perennial
e.g. Quad Name:
A. Geomo ho) Subtotal= Io.S
1 a Continuity of channel bed and bank
Absent
Weak
Moderate
Strong
2. Sinuosity of channel along
01
1
2
-
3
3.,in- cannel sbucture; ex, 1ff1 a -pool, sDep -pool,
0
1
2
3
ri 1 of uence
0
1
3
4. Particle size of stream substrate
S. ve/relict flood fain
0
1
2
3
ositional bars or benches
0
1
2
3
entalluvtal�deposits
1
2
3
0
2
3
9. Grade control
0
0
1
2
3
10. Natural,valie
0
0.5
1
1.5
11. Second or greater order channel
No
0.5
1 -
5
e artificial ditches are not rated: see diswsslons in manual
Yes = 3
B. H droig " Subtotal = '
12. Presence of Basellow
0
13. Iron oxidizing bacteria
2
3
14. leaf litter
1.5
1
2
3
15. Sediment on plants or debris
0
1
0.5
0
16.Organic debris lines or p7es
0
0
1
1.5
17,. Soil -based evidence of high water table?
0.5
1
1.5
C. BiolO Subtotal =,
No =O
Y =3
18.'Fbrous roots'in streambed�
19. Rooted upland plants °in streambed
3
2
1
0
20. Macrobenthos note dtv
( ersity and abundance)
0
2
1-
0
21. Aquatic Mollusks
2
3
22. Fish
0
�.1
2
3
23. Crayfish
0
d j
0.5
1
1.5
24.,Amphibians
0.5
1
1.5
25. Algae
0
"0
l 0•
1
1.5
26. Wetland plants m mmambed
0.5
1
1.5
'Perennial streams may also be identtfimd assn other FACW = 0.75; OBL =1.5 Other - 0
9 methods See 35 of man
Notes: 0 >
p
t +r
r o
.
Zt
r
;.
ti

- NC kWQ Stream IdenMeadol
Date: -7-u - I q
Evaluator. SM
Total Points:
IStream is at least ft*w inert 3 3
if Z 19`orcerenNal if2 30°
A. Gleomorphology.Lsubtotaj = 13 S
18• Continuity of channel bed, and bank
2. Sinuosity of channel along thaiwe
3. In- channel structure: ex. riflie Cd. step -poo
ripple-pool sequence
4. Particle size of abeam substrate
5. Active /relict floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Giade,control
10. Natural valley
11. Seoond or greater order drs nnel
artificial ditches are not rated; see discussions in rm
B. H droloay (Subtotal = I,.5
12. Presence of Bawllow
13. Iron oxidizing bacteria
14. Leaf litter
15. Sediment on piants,or debris
16.Organic debris lines or piles
17. =e
16.
evidence of high.water table?
C. Biolo Subtotal = t I
18. Fibfous roots in streambed
19.'Rooted u and plants to streambed
E22.FI-sh robenthos (note diversity and abundance)
tic Mollusks
fish
V phib ians
a tland larits to FaWo bed iel'sbeams may - g other i
In _
Sketch:
ProjectiSite: LtvlC ='C iz'T�Gt
County:
Stream Determina8on (
Ephemeral Lttermittent erenn
AbSent Weak
'Laftclet
Longitude:
Other
a g. Quad Name:
l NoderaW
Stra
0
0
0
0
0
0
0
- 0
0
1
1
1
1
2
2
®
H
3
3
3
2
0.5
3
®
2
1
3
1
2
1
3
CD
'0.5
- 2
Yes 3
3
2
2
3
0
C
2
1.5
0
0.5
1
1
3
0
No =
Yes =
3
0:5
0
1
2
1
2
H
1.5
1
0.5
0
0:5
1
1.5
0
0.
1
1.5
-N)=0
Yes 3
2
1
0
C
2
1
0
0
1
3
0
3
0:5
1
1:5
0.5
1
1.5
0 -
0
1
1.5
0
-
1
1.5
IFACW = 0.75; OBL =1.5 Other
35 of manual.
.ai :.•r.r.�- C_:il� =mss.

NC RW- SOT= Idendfloadon Font Version 4.11
Date: -7 - � D - t `i
Project/Site: ,�;,,r `,C1R �_
Latitude:
Evaluator. S }
county: i�o
Longltude:,
Total Points:
-
Sheam is at least intermittent
o
Svam Determination
l -
19 or eranW fa 30'
Ephemeral trtarrnmw
aOther
efa
e.g. Quad Name:
A. Gebmo holo Subtotal = t
.�bserrg
Weak
flNoderate
Ong
1a Continuity of channel,bed and 'bank
2. Sinuosity�of channel along thaiwe
0
1
2
3. In- channel structure: ex, rime-pool, step-pool,
0
1
2
3
ri I ooI s uence pool,
0
1
2
3
4. Particle size of stream substrate
0
1
5 flood
. Active/reliat lain
1
3
6. Depositional bars or benches
0
2
3
_
7. Recent alluvial deposits
1
2
3
8. Headcuts
0
2
3
9. Grade,control
0
1
2
3
10. Natural,valley
0
0:5
1
1-5
11. Second ar rester order channel
No :M
0.5
1.5
artlfiaal,ditches are not rated: see discussions in mamad
Yes = 3
B. Hydrology Subtotal =
12. Presence of Basellow
0
1
3
13. Iron oxid( ng bacteria
J
14. Leaf Utter
1
2
3
15. Sediment on plants or debris
0
1
0.5
0
16.Organic debris Ones or pUes
0
1 _
1.5
17..Soil -bas_ ed.evidence of high Wrater table?
0.5
1.5
C. B(Olo Subtotal= 1 .
No = 0
y� _-3
18. Fibrous roots in streambed
3
19. Rooted upland plants In streambed
2
1
0
20. Macrobenthos (nom dhrersity and abumdan:9)
3
2
1
0
21. Aquatic Mollusks
0
1
2
3'
22. Fish �
0
�j
2
3
'23. Crayfish
0.5
1
1.5
24. Amphibians
0.5
1
1.5
-
25. Algae
0
U
0'
(
1.5
26. Weiland plants to streambed
o
1.5
'perenrdal streams may also be idsntirsd_ using omen rrrethods. See FACW = 0.75; OBL =1.5 Other = 0
Notes: My ®
P- 35 of manual.
C.,
�
- r ur¢1rn t
. r ��'.,..'�. � �. >e..F• Gv s �
Sketch:
1�

NC DW ,Str'eam Identification
Date:
Evaluator. S N•
Total Points:
Stream`is at least mtennWent �f-
if? 19 or perennial if a 30' O
Version 4.11
ProlOctiSite: (�Q ��± C _ .a�.v Latitude:
County: W c,-L Longitude:
Stream Deter (circle one) Other
Ephemeral Perennial e.9 -,Quad Name: - r a
h. ueomo noi0 (Subtotal = f
1 a• Continuity of channel bed and bank
2. Sinuosity of channel along thaiweg
3. In-channel structure: ex riftie -pool, step -pool,
ri I ooI se uence
Absent
0
0
Weak
1
1
10
Moderate
2)--
Strong
3
2
3
2
3
4. Particle size of stream substrate
5. Active /relict floodplain
6. Depositional bars or benches
7: Recent alluvial deposits
8. Headcuts
9:- Grade control
10. Natural valley
11. Second or greater order channel
a
a►hfrd diMh
al oc *m -t tee., �:Y..--'- -- '-
01
0
10 1
1
0 1
0 0:5
0 0.
No T -
2
3
2
3
2
- - 3
2
2
3
3
1
1
Yes'=
1.5
1.5
3
B. Hydrology Subtota6=
12. Presence of Baseflow
0
I
13.-Iron o)ddizing bacteria
2
3
14. Leaf litter
1.5
1
1
2
3
15. Sediment on plants or debris
0.5
0
16. Organic debris,lines or piles
0
0
0.5
1
1 5
17. Soil -based evidence of high water table?
0.
No =O 0
1
1.5
-
C. Biology Subtotal = S
Yes - 3
18. Fibrous roots in stream-bed
3
19. mooted upland plants in streambed
3
2
1
0
20- Macxob, s (note diversity and�abundance)
0
2
1
0
21.,Aquatic,Mollusks
MoH
0
1
2
-
3
- '
22: Fish
0
1
2
3
-
23. Cn3yfish
0.5-
1
1.5
24. Amphibians
'
0
0,5
a0�
1
1.5
25. Algae
0
0.5
1
1.5
26. Welland plants in streambad
1
1.5
'Perennial streams may also be identitied`using outer methods See
=
p 35 of manual FACW = 0.75; OBL 1.5 Other 0
Notes:
�s
_
Sketch: �°
r� =cam.
r
r /
r

1-M; DWQ Strestn Foam on 4.11
1
3
0
Date: '1- t l - l lQ
3
Pro ectisite:
i
�f��� . � �._.:
latitude:
0
0
Nn
Evaluator. S,M
1.5
1,5
„
county,
-
Longitude:
Total Points:
Stroam is at leastlrrtennietent s
a: 19 19 or erennial da 30• 2 (P
Stream DehIon
Ephemeral
(circle one)
Perennial
Other
(fiftrwfill#ent
e.g. Quad Name:
51-4420.
A. Geomo holo Subtotal =
sent
Weak
f�fodeModerate
Sbro
15- Con tinuity of channel bed and bank
2. Sinuosity of channel along thalweg
0
0
1
3
3. In- channel structure; ex, riffl COI' step -pool,
`le=
2
3
ri I sequence
0
d
2
3
4. Particle size of stream substrate
0
_
-
5. Activelrell t floodplain
1
2
- 3
6. Depositional bars or benches
0
2
3
7. Recent aDuvial deposits
0
1
2
3
8. Headmu
2
3
9. Grade control
1
2
3
10. Natural valley
0
0.5
1.5
11 S' -
0
-
0.5
1
soar- or greater order channel
artificial ditches are not rated: sae drsarssions�in manual
B. Hydrology Subtotal = 8
12. Presence of Baseflow
13. Iron wddizing bacteria
14. Leaf litter
15. Sediment on plards or debris
16. Organic debris lines or piles
1,7. Sofl -based evidence,cf,high water table?
C. Blolo (Subtotal = 8 S -
18. Fibrous roots in streambed
19. Rooted`upland plants in streambed
20. Macrobenthos (note diversity and abundance)
21., Aquatic Mollusks
22. Fish
23. Crayfish
24. Amphibians
25., Algae
26. Wetiartd °plants in str�eambed
Sketch:
No
.5
-Ye s=3
0
1
3
0
- 1 2
3
1 0.5
0
0
0
Nn
0.� 1
0'S 1
on ..
1.5
1,5
'�
MNM1 NO
MEMM
0111111111111MM
streams May also be identified using other methods. Seep. 35 of manual.
1 113
2
=1.5 Other

Permit No.
(to be provided by DE ILR)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This farm may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008 -211, 15A NCAC 2H .1000, Session Law 2006 -246 and the State of North Carolina
Stormwater Best Management Practice Manual. Curb and gutter systems are allowed provided they meet the
requirements in 15A NCAC 2H. 1008(g).
I. PROJECT INFORMATION
Project Name: Horton Branch Trail -- BRMC and Chetola
Contact Person: John Vilas Phone Number: ( 828 )297 -6946
Number of Lots: l
Allowable Built Upon Area (BUA) Per Lot *:NA
Number of Dwelling Units Per Acre * *:NA
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
* *(Phase H Post - Construction [non -SAl only)
H. BUILT UPON AREA
RECEIVED
A I II; 14 2014
DENR -LAND QUALITY
Refer to DEMLR's forms and applications website for specific language thft7 Mt B 8riW1he deed
restrictions for all subdivided projects. ( http : / /portal.ncdenr.org/web /Ir /state- stormwater -forms docs)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non - uniform lots.
Form SW401 -Low Density- Rev.3- 2/10/09 Page 1 of 5

Calculation:
For uniform lot sizes:
(SA: ft2 x DF:.) — (RA: __ W) — (OA: ft) = BUA per Lot = ft
(No of Lots-
For non - uniform lot sizes:
a. (SA: ft2 x DF: _) — (RA: ft2) — (OA: ft2) = Total allowable lot BUA = ft2
b. Total BUA from lot listing: sf b must be :5 a Go'—'
HL IDESIGN UNFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table'1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/pfds/
Table 1. Swale design information hased on the 10 -veer Qtnrm
Swale No.
Drainage
Area ac
Impervious
Area ac
Grassed
Area ac
C
Q
(cfs
Slope
%
V .Uow
s )
VeCW.I
(fps
Flow
Depth ft
1
2
.16_
.15
2.9
5
8
3.5
.18
2
4.1
.23
.15
1 5.9
1
8
2.8
.49
3
3.8
.12
.15
5.5
5
8
4
.39
4
1.9
.22
.15
2.7
5
8
3.8
.3
5
2.3'
.21
.1.5
3.3
5
8
3.2
.33
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Form SW401- Low,Density -Rev 3- 2/10/09 Page 2 of 5

IV. REQUIRED li'I'EM6S CRE- CKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H. 1000, NCDENR BMP Manual (2007), Session Law 2006 -246, and Session Law 2008 -211
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. 'This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided, as necessary. If the, applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then iustification must be attached. Only complete items n through p for projects with curb outlets.
Pagp/Plan
Initials Sheet No.
a. t For projects in the 20 coastal counties: Per NCAC 2H. 1'005, a 50 foot wide vegetative buffer
is provided 'adjacent, to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent,surface waters is, provided.
b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
Y414 C. t For Phase II Post - Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
*14 d. Deed restriction language as required on form SWU -101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
n1` t platting and prior to the sale of any lots
Built upon area calculations are provided for the overall project and all lots.
�--- P J
A/ _ f. Project conforms to low density requirements within the ORW AEC. (if applicable per
A10 Z: 15A NCAC 2H. 1007)
�G 7 -1 g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
h. Longitudinal slope of swales is no greater than 5 %; for non -curb outletprojects,
calculations, for shear stress and velocity are provided if slope is greater than 5 %.
1J LC1 t S i. At a minimum, swales are designed to carry the 10 year storm velocity at a non - erosive rate.
Ov C=Z-(,s J. Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity (for this flow requirement into wetlands, non - erosive is,velocity _5 2 Ws).
AV_ -D-_ k Swale detail and permanent vegetation is specified on the plans.
I 1. Swale detail provided on plans, includes grass type(s) for permanent vegetative, cover.
41 jL N y m. Swales, are located in recorded drainage easements.
Ar+ n.tt Length of swale or vegetated area is at least 1'00 feet for each curb outlet.
—+ o." The system takes into account the run -off at ultimate built -out potential from all surfaces
draining to the system, (delineate drainage area for each , swale).
_ 4 p ft Curb outlets direaflow to a swale orvegetated area.
t Projects,in the Neuse, Tar- Pamlico, Catawba River basins, and Randleman Lake,may require additional buffers.
Form SW401 -Low Density - Rev -3- 2/10/09 Page °3 of 5

V. S'WALE SYSTEM MAINTENANCE R EQUEREMENTS
1. Mowing will be accomplished as needed according-to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped ".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build -up,
erosion, and trash accumulation.
3., Accumulated sediment and trash will be.removed.as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be,repaired and reseeded. Swales will be revegetated- as needed and in a
timelymanner based on themonthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices,, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that. I am responsible for the performance of the six
maintenance procedures listed above. I agree'to notify DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and T
Address: C7
Phone: � 2
Signature:
Note: The
F-e FM
�.
fly responsible party should wot'be a homeowners association,unless more than 30% of theJots have been sold a_nd,a
of the subdivision has been named the president.
I, �J ea51 ca- �• yM t7'y1 , a Notary Public for the State of N&d K Ca rep ( ice, Cbunty,of
c^ , do hereby certify that �. �' -tti C Waxr e.n perso y nall �,#$+
appeared before me this
day o Q0 , and acknowledge the due execution of the forgoing swale maintenance reoffements.
Witness my hand and official seal,
�.SS i Sdb1i'�
Nc@iry signature
V® ��� •
o �OdOY&1Ei2� ts�U@1uL
11IATAUOA COUI NVV
tAv CO% 581O% °
gItPIR�C� °
",SEAL ,y 1►� 1 l°Jl.
Form SW401 -Low Density- Rev.3- 2/10/09
My commission expires MOLW R0,19
Page ,4 of 4

John Was
To: Patrick Warren
Subject: RE: low °density supplement - 4041401 PCN
From: Patrick Warren [ mailto :pwarren @kirmountainclub.com]
Sent: Friday, August 08, 2014 2:24 PM
To: John Vilas
Subject: RE: low density,supplement- 404/401PCN
Here's the swale calcs. Thanks.
C. GRASS SWALES
The grassed swales were designed using Manrnng's formula
Q = 1.486/n A R 213 S xi with n =0 02 for bare earth and n =0 036 for established vegetation
The shear stress for temporary liners was calculated using,the Q2 discharge.
The swale is trapezoidal with 2 1 side slopes and a 1 5' base_ See detail on plans.
Swale
D.A.
GQ25
V25
D
L22
V2
D
1
Slone
A
2
2.9
35
0.18
24
5
0.15
0.42
5%
Grass
B
41
5.9
2.8
0.49
4.9
39
038
08
1%
Grass
C
38
5.5
4
0.39
4.6
52
031
1.00
5%
Grass
D
19
27
3.8
0.3
23
4.1
028
0.75
5%
Grass
E
23
33
32
033
28
4.7
0.3
0.72
5%
Grass
All swales use straw w /net liner Tanow = 1.45 lb /ft`
I Patrick Warren, PE
Development Manager
PO Box 1727
Blowing Rock, NC 28605
(828) 295 -8667 Blowing Rock Office
(828) 493 -6988 Mobile
(336) 973 -0942 Triplette Rd Field Office
(828) 295 -7555 Fax
i

Horton, Branch Trail
Low Density Supplement - attachment
Impervious Calcs
8 -12 -2014
Project Site = 36.26 acres = 1,579;485 sq.ft
Impervious Area
Existing = 0
Proposed:
Roads. 82,000 sq.ft.
Trail: 28,000 sq.ft.
Lodge:, 4800 sq.ft.
Parking: 2600 sq.ft.
Total: 117,400 sq.ft.
Project Site Impervious Area:
117,400/1,579,489 = .074 = 7.4% Impervious
Site consists of a single lot, no subdivision of lots is proposed