20150056 Ver 1_401 Application_20150115

McGill,
A S S o C I A I r S
January 5, 2015
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Ave, Room 208
Asheville, NC 28801 -5006
Attn lasha Alexander
zl F2 z G 1'rM
N 0 i3
V,
f�3 ,
Rl: Alray Tire Culvert Removal and Stream Stabilization Piaicct
Pre - Construction Notification, NWP #27
Dear Ms Alexandei
Please find enclosed a PCN application foi the refeienced project dated January 5, 2011
The purpose of the project is to remove a failing culvert from UT -Boone Creek and to
stabili7c the stream banks and channel bed at the pipe location and upstream for
appioximately 60 linear feet A NWP -27 is requested to complete the proposed work
One coiutesy copy of the PCN application is being piovided to the NCDENR, Division
of Watci Rcsources and one copy of the PCN application is being provided to the NC
Wildlife Resouice Commission. McGill Associates, P.A, is the Authorized Agent (two
forms Included) and should be copied on all project correspondence. Please let us know if
you have any questions of comments.
Sincerely.
Io11T1 a dills
McGill Associates, I' A
Program Seivices Nlanagei- Environmental
CC Sue I lomewood, Winston -Salem Regional Office - NCDWR
Andiea Leslie - NC Wildlife Resouice Commission
Michael Trew, P E - Municipal Engineering Scivices Company
Ei is Gustaveson, fown of Boone - Public Woiks Director
I lwold D Cole, Ji - Owncr of'Alray Tire
Envti unmcntaI a PIaniiing - Finaizce
11, gill l uiiott P t - 168Mn ilniAciBltitl Sit, it Boom Votlli(emiIrnrt28007
Oilttt (82,5') iN(t 1920 - 1 a% 02,Sl ?86 -1923

20150056
Office Use Only
Corps action ID no
( R Sli' DWQ project no
Form Version 1 3 Dec 10 2008
2c
Pre - Construction Notification (PCN) Form
Boone
A.
Applicant Information
1�Proc,essing
__ — —
NCDOT only, T I P or state
1 a
Type(s) of approval sought from the
®Section 404 Permit ❑ Section 10 Permit
_
_
Owner Information ��
Corps
3a
Narne(s) on Recorded Deed
1 b
Specify Nationwide Permit (NWP) number 27 or General Permit (GP) number
Deed Book and Page No
1 c
t las the NWP or GP number been verified by the Corps?
®Yes
❑ No
1d
Type(s) of approval sought from the DWQ (check all that apply)
3d
L_] 401 Water Quality Certification — Regular 0 Non -404 Jurisdictional General Permit
_
567 West King St
Boone, NC 28607
L 1 401 Water Quality Certification — Express 0 Riparian Buffer Authorization
3f
le
Is this notification solely for the record
For the record only for DWQ 401
For the record only for Corps Permit
because wntten approval is not required?
Certification
® Yes 0 No
[] Yes _
0 No
1f
is payment into a mitigation bank or in -lieu fee program proposed for mitigation
Yes
® No
of impacts? If so, attach the acceptance letter from mitigation bank or indieu
fee program
1g
Is thy; project located in any of NC's twenty coastal counties If yes, answer 1h
❑ Yes -
® No
below
1h
Is thn project located within a NC DCM Area of Environmental Concern (AEC)
0 Yes
No
2
Project Information
2a
Name of project
Alray Tire Pipe Removal and Stream Stabilization
2b
County � - _
- Watauga
2c
Nearest municipality/ town
Boone
2d
SUbdivision name
2e
__ — —
NCDOT only, T I P or state
project no
3
_
Owner Information ��
3a
Narne(s) on Recorded Deed
Town of Boone
3b
Deed Book and Page No
079/069
3c
Responsible Party (for Lt C if
applicable)
3d
Street address _
_
567 West King St
Boone, NC 28607
3e City, state, zip
3f
Telephone no
3g Fa- no
3h Email address
Cole, Harold D Jr
1728/622
1915 Paty Dr _ "" -------- --___��
Johnson City, TN 37604
Page 1 of 13
PCN Form -- Version 1 3 December 10, 2008 Version

4 Applicant Information (if different from owner)
4a Applica nt is Agent El Other, specify
4b Nanie
4 c Business name
(if applicable)
4d Street address
4e City, state, zip
4f feflephone no
4g Fax no
4h Eniail address
5 Aqm/VConmo|tunt Information (if appmnb�)
5a Nam* John C Nlam
5U
Business
5c
Street address
468 New Market Blvd, Ste B
5d
City, state, zip
Boone, NC 28607
5e
Telephone no
[phone]
5f
Fax no
Page 2 of 13

--' ------- --------- '-- -------
O P/ojont Information and Prior Project History
1. Property |dontm cat on
1a Pmpe�y/denhhoakonoo (tax PIN or parcel |D)
1b Site coordinates (in decimal degrees)
10 P'opo/tym/zo
_
3 Surface Waters
3u Name of nearest body o[ water <oimam. river, etc )0m
pnopuoadpnVou(
�
2b YVotv/Uuu|/@C|oso/�ca|mnof nearest nmowmgwater
2o River basin map /o available et
hUpVh2nonr state novs/adm/n/mops/
2910-25-2609'000
Latitude 36 2080
8D000n000>
288-ac (Town ofBoone)
Boone Creek
C.1/ +
New
2910-25-8181-000.
Longitude - 81 6684
0 386-ac (Alray Tire)
Page 3of13
PCN Form — Version 1 3 December 10, 2008 Version

3 Project Description
3a [describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
[tie Alray Tire Pipe Removal and Stream Stabilization Project is located at 124 Realty Row in Boone and involves an
unn imed inbutary to Boone Creek UT -Boone Creek) 150' west of Realty Row within the Boone town limits The Protect
tributary is a blueline stream on the USGS Boone NC topographic quadrangle The Project Site has a drainage area of
}p�aximately,_9 32 acres set in a mostly urban setting with commercial areas hi hwa s and parkinct lots mixed with
residential and patchwork forest The Protect Site consists of approximate) 130 If of stream channel including an existing
96` x 50' CMP located between Alrav Tire commercial business (Owned by Harold Cole) on the east side and property
gymcd u the he Town of Boone containing a sewerhne easement on the west side The condition of the 96" CMP is
severe1 de_y_ teriorated, the bottom of the pipe has rotted out and a large sink hole has deveIgged above the pipe The
streamchannel in the protect vicinity is severely degraded from encroachment bank erosion trash head - cutting and
huh volumes of stormwater Between April of 2014 and October of 2014 the already degraded stream downcut
oximately 3'undgr and upstream of the degraded p!Pe Worse rnn stream conditions appear likely to continue with
bank erosion and channel widening the culvert is likely to collapse and possibly create a large channel oluq If these
conditions aresot stabilized, erosive forces threaten the integrity of the sewerline and structural stability of the Alray
yU ldmng foundation and adiornin arking_lot,
3b List the total estimated acreage of all existing wetlands on the property
N/A
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
110
3d Enxhl:iin the purpose of the proposed protect
lo remove a dilapidated and collapsing metal pipe from UT -Boone Creek and to stabilize the stream banks and channel
bpdLnt the pioe location and upstream for approximately 60 linear feet
Page 4 of 13

3e Describe the overall project in detail, including the type of equipment to be used
I he proposed proiect will involve the removal of the existing dilapidated pipe the construction of a retainingwall behind
ttie Air ay l ire building the installation of grade control structures m the stream channel and stabilization and planting of
_v_egetation along the channel banks Because the protect will occur along the property line between the Town of Boone
and Nray Tire, the two parties are joint applicants and are cooperating -to complete destgn, e rmithng and construction
phases of this project The protect will be pursued as an emergency prodect because of the potential damage to the Alray
dire Building and potential environmental damage that may occur if the pipe collapses in a storm event It is therefore,
_ erefore.,
requested that work be allowed to commence as soon as permits are approved and weather permits Project construction
will commence in the following manner
fitje_Removal Phase The town of Boone will remove the existing pipe and grade the right bank back and stabilize with
n rap and a ter �orary erosion control mat A pump - around stream diversion will be installed prior to commencement of
wort• and will be maintained during all periods of in- channel work Riprap will be placed in all disturbed channel sections
during construction so flow can be returned to the channel at the end of eapb a
Rotaining Wall The owner of the Alray Tire building will begin construction of a stacked concrete block, mass retaining
wail the base of the wall will follow the property line with the Town of Boone The bottom of the wall will be on solid
grot'nd. at or near the current streambed elevation the proposed to of the wall will be approximately. elevation 3174
behind the butldingand will taper down as it approaches the southern property boundary The wall will be constructed of
stachable concrete block (48 "x42 "x18 "1 a geocirid will be used to tie the wall into the retained soil mass and im rp ove
stniclurall integrity
Grado Control and Channel Stabiliratlon Phase The town of Boone will install three concrete block grade control
structures as shown on the attached plans The grade control structures will be used to raise the channel bed back to the
pte_viously ewspng elevation (approximate) and allow for a stable transition through the area of the old pipe Between the
gL,�de control strictures the channel bed will be filled with a mix of existing bed material, cobble, gravel and boulders the
channel will be shafted to create pools and riffles there will not be vertical drops over the rct ade control structures The
reconstructed channel will have an approximate bankfull width of 12 -feet area of 9 sq ft and mean depth of 0 75 -feet A
law•flow channel, aj)f)roximately 3 -4 feet -wide will be constructed with an inner -berm slopin at rou hl 3 1 extendmg to
bankfull A narrow bankfull bench will be established on the left bank (wall side) and slope tip to the wall at 3 1 The
betich and slope will be seeded with riparian seed mix, matted with coir mat and planted with live stakes The right bank
will be similarly shied with the bankfull bench tying into the existing,vegetated slope to the extent possible Where
yeclelated banks do not exist the e upper right bank will be sloped up to the elevation of the sewer easement and
stabilized
Fgligv- completion of construction all disturbed areas will be seeded with riparian seed mix and mulched areas slapmq
toward the stream will be covered with an erosion control blanket Typical construction equipment will be used including
backhoe,Mtrack excavator, skid -steer loader, dump trucks It is possible a crane will be used to construct portions of the
retaining wall
Page 5 of 13

4
Jurisdictional Determinations
4a
I lave jurisdictional wetland or stream determinations by the
J
Corps or State been requested or obtained for this property /
El Yes No Unknown
project (including all prior phases) in the past?
Curnments
4b
If the Corps made the jurisdictional determination, what type
of determination was made? Tasha Alexander with USAGE
® Preliminary Final
m, de a site visit on 11 -13 -2014
4c
If yes, who delineated the jurisdictional areas
Agency /Consultant Company McGill Associates, PA
N,amo trf known) Sean Martin and John Was
Other
4d
If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Stre,,m data sheets and JD form are attached
5
Project History
_T
^®
5a
I-1<rve permits or certifications been requested or obtained for
I [)Yes No ❑ Unknown
this project (including all prior phases) in the past?
5b
If yes explain in detail according to'help file" instructions
6 Future Project Plans
6a Is this a phased project?
6b If yes explain
❑ Yes Z No
Page 6 of 13

I C Proposed Impacts Inventory
1
Impacts Summary
1 a Wnich sections were completed below for your project (check all that apply) - T-
3 [_) Wetlands
® Streams - tributaries ❑Buffers
(_) Open Waters ❑ Pond Construction
2 Wetland Impacts
If there ot e wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a 2b w - -� 2c 2d 2e 2f -
Wetlxid Impact Type of jurisdiction
number -- 1 ype of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Perm,irent (P) or (if known) DWQ - non -404, other) (acres)
T T
Page 7 of 13
W1 f 111 [1 T
❑ Yes —
❑ Corps
_ _
-
__� mm_ -_
❑
(_DWQ
W2 ❑ 1' [] T
_No _
❑ Yes
❑ Corps
--
-
_
❑ No
( DWQ
W3 [] P [ ] T
❑ Yes
❑ Corps
-
_
❑ No
❑ DWQ
W4 1 -1 F ❑ T
-
❑ Yes
❑ Corps
- --
- -- -_ -
❑ No
❑ DWQ
W5 I J P ❑ T
El Yes
El Corps
-- - -- -
❑ No
❑ DWQ
_
W6 LIP [: i T
❑ Yes
[] Corps
- -- - - -- - -- - -
--
❑ No
❑ DWQ
2g. Total wetland impacts
- —
2h Comments
3 Stream Impacts
If there are perennial or intermittent stream impacts (including
temporary Impacts) proposed on the site, then complete this
question tor all stream sites Impacted
3a ._ _ � 3b _ - - --
3C
- _
3e .... _ _ -..
3f
-3g -
Stream Impact
Type of Impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
Permanent (P) or
(PER) or
intermittent
(Corps - 404, 10
DWQ -- non -404,
stream
width
length
(linear
RTempo,ary (T)
--�
- -- - -- —
- -
(INT)?
other)
(feet)
feet)
S1 f ,� T
Fill
UT -Boone Creek
� PER
❑ INT
❑DWQ
10
_ —
�96
S2 [] P [>J t
__ _ -_ _ _
Fill
_ _ __ _
UT -Boone Creek
-- _ _____
® PER --
_❑ INT
® Corps
❑DWQ_
10
3
S3 ❑ I-' I-] T
❑ PER
❑ Corps
_ - - - - -- --
- _ -- -
- - - -- _
❑ INT
❑ DWQ
S4 (1 f' (_] T
❑ PER
_
❑ Corps -
__ _ __
__
__
❑ INT
❑ DWQ
S5 [I P [ ] r
❑ PER
❑ Corps
µ -
_ _ _
____ —�
_ - -
❑ INT
DWQ
S6 [ l f> (�J T
UP ER
_❑
❑ Corps
-
-
- - -
- _-
❑ INT
❑ DWQ
3h Total stream and tributary impacts
99
31 Comments 96 if of permanent fill impacts from stream stabilization
work, 3 If of temporary fill impacts from pump around
operation, pipe removal will daylight 50 If of stream channel
Page 7 of 13

4 Open Water Impacts - -� - -- - _ If Maio 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 _
- 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) __ _
02 f__1P ❑T
031 [JPnT
M Total open water impacts
4g Comments —
5 Pond or lake Construction
If pond or lake construction proposed, then complete the chart below
5a 5b _ - -- -- 5c 5d Proposed use or purpose
Pond IL) --
Wetland Impacts (acres) Stream Impacts (feet)
number of pond -- - -� - - - --
Flooded Filled Excavated Flooded Filled Excavated
L
5f Total
5g Comments
5h Is 1) dam high hazard permmit required?� -
❑Yes ❑ No If yes, permit ID no
5e
Upland
Flooded
51 E x {,ected pond surface area (acres) -
5j S,/e of pond watershed (acres) --
5k Method of construction � - - -- _ - - -� -- - - - -� - -- - _ -'- - -- - -
6 Buffer Impacts (for DWQ) m._ If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below if any impacts require mitigation, the you MUST fill out Section D of this form
❑ Neuse ❑ Tar - Pamlico ❑ Other
Project is in which protected basin? ❑ Catawba ❑ Randleman
6 b _ - - - __ ----- 6 � - - -- -pad -- -_ _ _-- - - -- -- 6e --- - - -- - 6f - - - - --
Buff( r inipact
number - Beason Buffer Zone 1 impact
Permanent (P) or for Stream name mitigation (square feet)
Tempoi K_UT impact
B1 w ❑T
B2 ❑ P T
B3 l'[]T
61 Comments - - -- - _- - - -____ _
required?
❑ Yes
❑ No
❑Yes - - - -- - - - - -- El No
No
_- ....._ _ ._._ El Yes
- -- 0 No -
6h Total buffer impacts
Page 8 of 13
Zone 2 impact
(square feet)

D Impact Justification and Mitigation
1 Avoidance and Minimization
la Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Tne goal of the project is to remove a failed pipe and stabilize a portion of a severer degraded channel The pursuit of
tl is protect will minimize in as_to UT -Boone Creek and downstream The proposed retaining wall and grade control
structures wail rov_ide, -_a �t,-manent remedy for a rapidly degrading channel Natural channel design concepts have been
used to size the channel and white hard armonngis part of t�cl the finished channel and banks will be vegetated
and naturalized to the extent practicable
b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
A pump- around operation will ensure stream work is performed 'in the dry' All work will be performed from the stream
banks rra will be 1p aced fn the disturbed channel sections so that at the end of each day flow can be returned to the
channel
2. Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a DO'a' the protect require Compensatory Mitigation for ❑ Yes [ No
in p,,� is to Waters of the U S or Waters of the State?
2b if fe,,, mitigations required by (check all that apply) ❑ DWQ [ ] Corps
2c If yes, which mitigation option will be used for this
prolec t?
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
31) Credils Purchased (attach receipt and letter
3c Comments
4 Complete if Making a Payment to In -lieu Fee Program
4a Appruvol letter from in -lieu fee program is attached
4b Stream mitigation requested
4c If using stream mitigation, stream temperature
4d Buffer mitigation requested (DWQ only)
4e Rip,iriun wetland rrutigation requested
4f Non npanan wetland mitigation requested
4g Coastal (tidal) wetland mitigation requested
4h Comments - - --
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type - - -- lQuantity T
❑ Yes
linear feet
❑ warm _ ❑ cool
square feet
acres
acres
acres
❑cold
Page 9 of 13
PCN Form - Version 1 3 December 10, 2008 Version

5 Complete if Using a Permittee Responsible Mitigation Plan
5a if Lv ing a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
6 Buffor Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a Will 'tie project result in an impact within a protected riparian buffer that requires yes No
b,,ffer mitigation? If es ou wdl have to fill out this entire form -please El
cant, ct the State for more information
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
a,nount of mitigation required
6e
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 _ 3 (2 for Catawba)
Zone 7 - - - - - _ -- �— 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,
pe n),ttee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Cc- mments
Page 10 of 13

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1-Diffuse Flow Plan
1a Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes
within one of the NC Riparian Buffer Protection Rules?
lb If yes, then is a diffuse Flow plan included? If no explain why
® No
Comments ❑ Yes ❑ No
2 Stormwater Management Plan
2a What is the overall percent imperviousness of this project? 0
2b Does this protect require a Stormwater Management Plan? ❑Yes ® No
2c If this protect DOES NOT require a Stormwater Management Plan, explain why Project will not change the
impoi- VIousness of the Project_Site Additionally. NWP #27 is exempt from NCQWR Stormwater regulations NCDLR
slonowater management rules do not apply to protect
2d If this protect 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
3 Certifiod Local Government Stormwater Review
3a In +vhich local government's jurisdiction is this protect?
3b Whi( h of the following totally- implemented stormwater management program
,apply (check all that apply)
3c Has the approved Stormwater Management Plan with proof of approval been
attached?
4 DWO Stormwater Program Review T�
❑ DWQ 401 Unit
Boone
❑ Phase II
s ❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other
❑ Yes ® No
4a Wi�ic h of the followi rig state - implemented stormwater management programs apply
(chec'< all that apply)
4b Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Coastal counties
L� HQW
❑ ORW
❑ Session Law 2006 -246
❑ Other
❑ Yes
5 DWQ 401 Unit 5tormwator Review
5a Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes
5b I ia, e all of the 401 Unit submittal requirements been met? ❑ Yes
❑ No
No
Page 11 of 13
PCN Form – Version 1 3 December 10, 2008 Version

E Supplementary information -
1 Environmental Documentation (DWQ Requirement)
1a Does the project involve an expenditure of public (federal /state /local) funds or the
use of public (federal /state) land? Yes ❑ No
1 b If you answered "yes" to the above, does the project require preparation of an
envionmental document pursuant to the requirements of the National or State [] Yes ® No
(Noah 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
lettc­ ) ❑ Yes (.] No
-- Comments
2 Violations (DWQ requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated mm
Wetl_,nd Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards, ❑ Yes No
of Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is th,5 an after -the -fact permit application? ❑ Yes - ® No
2c If yo ,answered 'yes" to one or both of the above questions, provide an explanation of the violation(s) _
3 Cumulative impacts (DWQ Requirement)
3a kNill this project (based on past and reasonably anticipated future impacts) result to Yes ® No
addil onal development, which could impact nearby downstream water quality?
315 If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysts in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
The Project is a pipe removal and stream bed and bank stabilization project that does not contribute to future
development activities, but rather the project contributes to habitat restoration and water quality improvement
4 Selvage 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
No 3c %vage wastewater will be generated from Project
Page 12 of 13
PCN Form — Version 1 3 December 10, 2008 Version

5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
h ,)vital?
5b Have you checked with the USFWS concerning Endangered Species Act
impacts?
❑ Yes
❑ Yes
® No
® No
❑
5c If ve -, indicate the USFWS Field Office you have contacted Raleigh
❑ Asheville
5d V\tral data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
I iaoilat?
US Fish and Wildlife Service- http 1AAAvw fws gov /rafeigh /species /cntyirst/watauga html
6 t_, sontiai Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habltat?1:ffM Yes ® No
61) What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NO, A l iabitat Conservation Habitat Protection- http //www habitat noaa sou /protection /efh /habdatmapper html
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will Ihi s project occur in or near an area that the state, federal or tribal
govei nments have designated as having historic or cultural preservation Yes No
status (e g , National Historic Trust designation or properties significant in
Noith Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
NC S iate Historic Preservation Officc- http / /gis ncdcr gov /hpoweb/ _One site is listed on the SHPO web - mapper
�proxiniately 900 feet yvest -Q the Project Site This site is the Horn in the West Amphitheatre and is on the Study List
only_, not as National Registered site
8 Flood 'one Designation (Corps Requirement)
8a Will this project occur in a FEMA- designated 100 -year ffoodpfain? ❑Yes ® No
8b If yes, explain how project meets FEMA requirements ^
8c What °,ource(s) did you use to make the floodplain determination? NC Flood Risk Information Sys em - v�
li(t;) !;iris nc gov/fris /Home aspx ?ST=NC
John C Was I 17-/3 1/1 `i
Applicant/Agent's Panted Name ppii ant/A ent's Signature Date
(Agent's signatu is valid only if an authorization fetter from the applicant
is provided)
Page 13 of 13

i A S S 0 C I A 1 1, S
ADEN F AUTHORIZATION FORM
PROJECT" NAME:
PROPERTY OWNER
PARCEL ID :
STREE -f ADDRESS:
Please Print
Property Owner /Representative:
(If Representative) iitle�
ALRAY TIRE PIPE _REMOVAL AND STREAM
STABILIZATIQ.n
BOQNE, TOWN OF
2910- 25-2609 :OQO
124 REALTY ROW
BOOFuMC 2$6Q7
JOHN WARD, III
0�. WN MANAGER
The undersigned, registered property owners of the above noted property, do hereby authorize
john C Was of McGill Assocrptes .A
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit of certification and any and all standard and special conditions attached.
Property Owner's /Representative's Address (if different than property above):
567 V. C)_ING ST,
BOONE, NC 28607
Telephone-
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
_ �,P�, J -
Autharlred 5ic�natum
Date:
Authorized Signature
Date:
T' 11 V I 1 o n In e n t a 1 11 P I a 1111 i n g ,-, F i 11 a n C e
Al(GillAs,uctates PA • 16SNeivAlmlelBlvd Ste R, Boone, Fold}Calohna2,7607
Office [phone] • Far (828) ?86 -1913

Ull114 .ulj A, W• a /s-yty -L ,1.3b HAROLD COLE_ PAGE 02/02
AGENT T AUTHORIZATION FORM
PROLE -Cr NAME:
PROPO t LEGAL DESM lxl MN:
PARCE1 I
5'I'W.i' AOt SS
Mease Print
iffier ty Chi /Retx cri�:
(If Rej)re tt luve) T*:
I; 111i M O ...9 1 0.4
Pmpfrty Ovinrir's/ motive's Address (if ditrent than property above):
ielephor►e.
We hereby oertrfy the abwc. rrftr►VWn suWtwd in this appiicaation is tare Oro a=r4te W the
best of our knov 4edcje.
Atdtmtzed S5grkiture
Date,
AudWigil-S-1-g- re
Dift: Mds- i
E n v i r o rt m e n t a l 0 p l a n n i YJ g 9 F I n a n C e
,trcGMA<sowates P4 • 468NewAfarket8lvd Ste, 8. Boone, North Carolina 18607
Office [phone] • Fax (818) 386-J 923

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Map Unit Legend
Map Unit Symbol
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Totals for Area of Interest
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Mari Unit Name Acres in A01
Chestnut Edneyville complex,
30 to 50 percent slopes, stony
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slopf's
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tPIOA Natural Resources Web Soil Survey 10/1612014
Con.ervation Service National Cooperative Sod Survey Page 3 of 3
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tPIOA Natural Resources Web Soil Survey 10/1612014
Con.ervation Service National Cooperative Sod Survey Page 3 of 3

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`ilgnl C1t i.IIt pol times of Iec ommendccl WOIl< not Eeplesclited toll this diaN ily), This
c 1My ilea) I,11Ist he II:, d III CUInJLI AIOII With the LSI_'. report ol' 10.20.14.
DI IA11, I OR PKOP(ISi [>
R1, MINING WA I
1'C v 1 1,1 1 IC'AI ION
Ill ( I 11f -R 31 201 1
Al RAY "I IRE PIPE REMOVAL AND DRAWING PROVIDED I3Y
S 1'R1,AM STABIL1lA'HON PROKC1 MUNICIPAL ENGINEPRING
WAIAUOACOUNJI)', NOR IIICAROIINA SERVICES COMPANY

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I'10111r, View
FLOW —
I le,Idet Blocks,
C'omsc 13ackfill 14
IJ ' Pi oposed Sti eambed
Nun- Wovetih
1 IItcI Iabt tc' ��� j•
I'ut>tcl Blok ks (� l
cowrj t Boulders Ili oposed l-illing -m Fioded Channel t
Coni�ietc Boulder- Cobble- Ripiap- Ciiavel Mix �
Blocks Aphrox lx Sticambed
ConstU uetion Notes
1) tiern.h pcipendicular to stream banks min Tinto sticam banks
2) lwt ill I11tel 1ablt( hottom of tiench,
3) Install wncretc blo(ks according to Plan,
4) Wi,tp uh >tieam (ace of block with filter fabiie (same as Line 2)
5) Plac,- b,i(-kfill In c1mmicl (B,rekfill mates ial shall be mix of boulders, riprap, gravel, and existing bed
mater I'l1)
6) Simpu low flow channel to create 1)()ols and iiflles- channel sImpi ng to be directed by engineer or designee
7) Stahili 'c stream banks with colt matting Seed with erosion control mix and overseed with riparian mix
GRAI )I C'ON ROL TA131,t
GR�\D1__1'-ON l [_.U[__
STATION - _
BOVFOM [?I FV -
101) ELEV
G C -1
0 147
3159 75'
3163 75'
G C - '
0 + -80
3159 25'
3163,25'
GC
I - +13
315875'
316275'
USL IT I CAS 15 1 ,\('KAI31 I' CONCRL fl? BLOCK, APPROXIMAI L DIMENSIONS. TX 2' X 6'
1301'[U111 I,,[,I VAI ION OI� (i[tAI)I CON "fROLSIRLJCftJRI, SI[AI 1,13EAPI'Ilt }XIMAfrLY I' 131?LOW
LXISI fW SIRl,AM C'I(ANNFl,
WRAP (HMDE CON I ROL S I RUC I URES WITH NON- WOVI�N HI,TER FABIM (MIRAFt 1100N OR
S[NIILAIZ), UPS l ICI -AN1 I A('la' MUS 1131? COMPLF,TE LY COVLRI ,,D
I YIT Al
PROI II I VII w AI,RAY FIR1' PIPF RLMOVALAND
I'CN API'i '('1I ION
)01 �,`HU'ANI S IABILIZANON PROJF(' 1
1nLCrairill,�� �o1a _
WAIAM A(OUNIY,NOR111(AROLINA
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A S S 0 CT A T S S
LNVIRONNILNi-AL SI�RVICLS
416 NCx %1, 1,1B)'d Ste H B.- NC lv4n I'll

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NU ONV 5treani d ntiticatllon Norm Version 4.11
Project/Site
I valuator J V County,
�i iTNi f�oints - - °-
S;re vn 3t
is at least rntvmrntant Stream Determination (tire
r � f y uperonniar rt (, ` D I Ephemeral Intermittent
Latitude.
Longitude:
Other �i' //�))•n�
o Quad Name
A Geomorphology (5ubtot 11 � ) Absent _ Weak Moderate
r -- -
1 ; Continuity of rhannol bed and bank 0 1 2 -
t ? S1nuos1ty of channnl along thaiweg— _ - 0 =1 _ 2
3 In channel structure ex We pool, step pool, 0 1
_nEple pool sequenco
4 PalUcle size of stream_ substrate 0 1
5 Ac Uaelreltcf fluodpia,n - - — - -_ - ;
6 Dcposraonal bars or benches _ 0
7 R (-1- 0> t alluvial deoo,ris 0
jtt lacadCUts _ -- - -- -- -- - - -- -- - ^ TO 1
Eg Grade control T� 0 _ 05
10 Natural valley _ —�^ - 0 0 5
3
3
2-_ _ U__
2 3
2 3
e
1 t Sewnd or greater order channel No - -� -- _ _ - Yes = 3
5 addvual ditches are not rated see discusslons In manual
13 dygro Ugtotal -- l0' S )
-f� —
12 Presence of blase flow
0
1
_
13 Iron oxidizing battens
0
14 l eaf fitter
1 R bedimont on plants or debns T
0
05
1 ,- Organic debris Imes or piles -_ -� -�
L-
_
0
05
17 3oll -based evidence of high water table
No = 0
L. tsu�l Subtotal
f 18 1 fibrous roots in streambed_
2
1 19 (tooted upland plants in stroam_be_d
3
2
_
20 f,la ^,robenlho3 (note diversity and abundance)
0
_ _
21 Aquatic Mollusks
1
2i r fish
0
_.._,.. 05-
2 s Crayfish -� - - -- -- — _
�
- -_
__�O5
_— _ --
2 -1 �\mphibians
0
?'� '.;'etland plants in streambed _
f �1CW = 0 75, 081- = 1 ;
-
r'', nnlal streams may also be identified us,ny other methods
See p 35 of manual
f�iules
:)hefoh
2 C-3
2 3 _
05 0
1 15
15�

STREAM IMPACT TABLE
S -1 96 LF Permanent
S -2 3 LF Temporary
L1
f
7
rr
f/
/
f
i
4 }
7
c�
/
P MOUND \\
'
7 /
V /
/ 7
/i
,! Gmde contra Struc'.ure s,
Top EWVaoon 3,6375 f' /
l j/
m`
O°
e
5
/ 7!
sT
aankfu11 CharrMl /
/
!Normal Flory
1ST /
v —
,
!
nanrauze Channel eet%—n G,,Ie Con of f
with Gravel CoDDIe and B0616ers /
d, ; f
o �f
�h�• 7177
I
^^ /7
/I
v 7
If/
fl
ctaae coma sa>rr ez �
Top ElePapon 3,83 zs 7` / I
N
7 7 96 x 50 CMP
7/ To S. Removed\� /STp O.y
1/
Paul
GpWde c od Sem— n3 1
T�6p vat 916275 7 ! 7 p! !
(3) Keystones Tied Into Retaining Walt
Will Be Keyed Into Each Grade Control
Alray Tire
Bluilding
Proposed Retaining Wall
(See Municipal Engineering Plans)
Alray Tire
Parking
7
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iFMPORARV EX 1 MP Ofalna(JO �pe�} \
Rip, OISSIPATOR It \
U7 /
rl t ~ 00 \
1 /
AI GRAPHIC SCALE FEET)
0 5 0
T(1 COMOUf IniQN81 1
L�
Basemap and survey data provided oy
Municipal Engineering Services Company
Scale Is approximate
STABILIZATION PLAN ALRAY TIRE PIPE REMOVAL AND qlMcGifl
PCN APPLICATION STREAM STABILIZATION PROJECT
MAP DATE DEC 31 2014 A S S O C I A T E
WATAUGA COUNTY, NC ENVIRONMENTAL SERVICE
4%New M.W Blvd Src B Borne NC28(507 PH (K 5)1,X.19',