20170285 Ver 1_401 Application_20170317

..McGill
A S S O C I A T E S
March 10, 2017
Mr. William Elliot
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue. Room 208
Asheville, North Carolina 28801-5006
Dear Mr. Elliot:
2 0 1 70 285
Pt
RE: Town of Boone — Shadowline Drive Culvert
Installation
Pre -Construction Notification, NWP #3
Watauga County, North Carolina
On behalf of our client, the Town of Boone, please find the enclosed Pre -Construction Notification
(PCN) application for the referenced project dated February 10, 2017. The purpose of the project is to
abandon an undersized 24" CMP which conveys the flow of an unnamed tributary to Winkler Creek
under Shadowline Drive. Flow through the existing CMP has become restricted due to the accumulation
of debris and sediment resulting in the destabilization of the stream channel. The applicant proposes to
install a new 48" steel casing pipe to convey stream flow, and to restore approximately 40 If. of UT
Winkler Creek. A NWP-3 is requested to complete the proposed work. Please see the attached copy of
the PCN application.
Four copies of the PCN application are being provided to the North Carolina Department of
Environmental Quality, Division of Water Resources with a check for $240 to cover the 401 WQC
written approval fee. One copy of the PCN application is being provided to each the North Carolina
Wildlife Resource Commission, and the United States Fish and Wildlife Service. McGill Associates,
P.A. is the Authorized Agent (form included) and should be copied on all project correspondence. Please
let us know if you have any questions or comments.
Sincerely,
MCGIL SSOCCIIATESS,P.A.
Jo C. Vilas
Program Services Manager- Environmental
cc: Mr. Eric Gustaveson — Town of Boone
Mr. Deron Geouque — Watauga County
Mr. Carol Garland — Paul Brown Enterprises
Mr. Charles Stanley — Shadowline Ltd. Partnership
Mr. Richard Deeds — DDR-Shadowline, LLC
PA2016\I6.00 f 75\Permit
E n v i r o n m e n t a l • P I a n n i n g •
Finance
McGill Associates. P.A. • 468 Nese Market Blvd. Ste. B. Boone. North Carolina 28607
0J. ice: (828)386-/920 • Fax: [phone]

Mr. William Elliot
US Army Corps of Engineers
Town of Boone — Shadowline Drive Culvert Installation
Page 2 of 2
Ms. Sue Homewood - Winston-Salem Regional Office — NCDWR
Ms. Andrea Leslie - North Carolina Wildlife Resources Commission
Mr. Byron Hamstead - United States Fish and Wildlife Service
Mr. Scott Burwell, P.E. — Project Engineer
E n v i r o n ni e n t a I Plannin- Finance
11,( di Ir P 1 i -r, .( Rom tR t"!r; fjl-

McGill
A S S O C I A T E S
AGENT AUTHORIZATION FORM
PROJECT NAME: Town of Boone — Shadowline Drive Culvert Installation
PROPERTY LEGAL DESCRIPTION:
PARCELID. 2910534544000
STREET ADDRESS: 377 Shadowline Drive
Boone, NC 28607
Please Print
Property Owner/Representative: Deron Geougue
(If Representative) Title: County Manager
The undersigned, registered property owners of the above noted property, do hereby authorize
John C. Vilas of McGill Associates P.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 or certification and any and all standard and special conditions attached.
Property Owner's/Representative's Address (if different than property above):
842 West King Street
Boone, NC 28607
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
--,ems..
"QA��
Authorized Signature
Date: 2-/1/ - 20/?
Authorized Signature
Date:
Env i r o n m e n t a I P l a n n i n g F i n a n c e
,chill Associates. P.A. • 463 NewAlarket Blvd. Ste. B. Boone. North Carolina 28607
Q[frce: [phone] • Fax: [phone]

McGill
ASS 0C I AT E S
AGENT AUTHORIZATION FORM
PROJECT NAME: Shadowline Drive Culvert Installation
PROJECT COUNTY: Watauga
PROPERTY PIN: Shadowline Drive ROW
PROPERTY OWNER: Town of Boone
PROPERTY OWNER TELEPHONE: [phone]
PROPERTY OWNER REPRESENTATIVE: Eric Gustaveson Public Works Interim Director —Town
of Boone
The undersigned, registered property owner(s) of the above noted property, do hereby authorize
John C. Vilas of McGill Associates P.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 or certification and any and all standard and special conditions attached.
Property Owner's/Representative's Address (if different than property above):
321 East King Street
Boone, NC 28607
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature:
Date:
E n v i r o n m e n t a l • P l a n n i n g + F i n a n c e
,11, GW A.sni iat,•,. P..1 • 46X,%*c-w,l1,rr-k"1 A1vd. Sie, B, Bowie, ;\nrth ("urulin,t ?Xbq'
Uttwe WSJ 386-1920 • Fax: WX)3,16-1923

Preliminary ORM Data Entry Fields for New Actions
SAW — 2017 - BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM ❑
1. Project Name [PCN Form A2a]: Shadowline Drive Culvert Installation
2. Work Type: Private ❑ Institutional ❑ Government 7 Commercial El
3. Project Description / Purpose [PCN Form 133d and 63e]:
The Town of Boone Public Works Department is proposing to abandon a failing 24" CMP under
Shadowline Drive and replacing it with a 48" steel casing pipe.
4. Property Owner/ Applicant [PCN Form A3 or A4]:
Town of Boone
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: McGill Associates, P.A.
6. Related Action ID Number(s) [PCN Form 65b]:
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form Bib]:
Shadowline Drive, Boone, NC 28607. 36.203304 N; -81.659505 W
8. Project Location -Tax Parcel ID [PCN Form B1a]: 2910438349000, 2910536437000, 2910521985000,
9. Project Location — County [PCN Form A2b]: Watauga
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Town of Boone
11. Project Information — Nearest Waterbody [PCN Form 132a]: Winkler Creek
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 62c]: 05050001
Authorization: Section 10 F-1 Section 404 7 Section 10 & 404 ❑
Regulatory Action Type:
Standard Permit
✓ Nationwide Permit # 3
Regional General Permit #
Jurisdictional Determination Request
Pre -Application Request
Unauthorized Activity
0 Compliance
❑ No Permit Required
Revised 20150602
F+1

WjA rE�90G
0lqiii� -.�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 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
1g. 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:
Shadowline Drive Culvert Replacement
2b. County:
Watauga
2c. Nearest municipality / town:
Town of Boone
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Shadowline PTNR LLC, Shadline LTD PTNRP, Paul Brown Enterprises Inc., Watauga
County, Town of Boone
3b. Deed Book and Page No.
DB 1224 P 666, DB 408 P 340, DB 012 P 110,DB 1636 P261
3c. Responsible Party (for LLC if
applicable):
Eric Gustaveson, Public Works Interim Director, Town of Boone
3d. Street address:
321 East King Street
3e. City, state, zip:
Boone, NC 28607
3f. Telephone no.:
828-268-6230
3g. Fax no.:
828-268-6208
3h. Email address:
[e-mail]
Shadowline Drive Culvert Installation
February 10, 2017
Page 1 of 15
NWP #3 PCN Application

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Town of Boone
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 C. Was
5b. Business name
(if applicable):
McGill Associates, P.A.
5c. Street address:
468 New Market Blvd. Ste B
5d. City, state, zip:
Boone, NC 28607
5e. Telephone no.:
[phone]
5f. Fax no.:
[phone]
5g. Email address:
[e-mail]
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 2 of 15

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
2910438349000.2910536437000. 2910521985000.
2910534544000, Shadowline Drive ROW, Town of Boone
1 b. Site coordinates (in decimal degrees):
Latitude: 36.203304 Longitude: - 81.659505
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
7.9-acres. 2.3 -Acres. 13.2-Acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Winkler Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C:Tr:+
2c. River basin: map is available at
New River
hftp://Dortal.ncdenr.org/web/wq/i)s/csu/classifications
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 3 of 15

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:
The project site is located in the right-of-way of Shadowline Drive owned by the Town of Boone. Watauga County, NC,
(see Location Map) Temporary construction easements will be necessary from four adjacent parcels for access to the
project area The project site consists of an upstream and downstream portion of an unnamed tributary to Winkler Creek
connected by a 104 LF 24" CMP travelling under Shadowline Drive. The existing culvert is undersized causing sediment
and debris accumulation at the upstream side leading to a large amount of deposition in the stream channel. Stream
degradation has reached approx 40' upstream in the form of incised stream banks and head cutting. Project area
includes 50 LF upstream of Shadowline Drive and 40 LF below the existing culvert downstream of Shadowline Drive. The
unnamed tributary to Winkler Creek averages 3 ft in width, and 1-2 inches in depth.
The surrounding area of the Project Site is commercial land.
3b. List the total estimated acreage of all existing wetlands on the property:
WA: 0.053 acres (2322 ft2), WB: 0.003 acres (142 ft2).
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Project Site encompasses approximately 280 linear feet of a perennial unnamed tributary (UT) to Winkler Creek (of which
104 LF is currently piped through 24" CMP culvert).
3d. Explain the purpose of the proposed project:
The purpose of the Project is to install a 48" Steel Casing Pipe to replace an existing undersized 24" CMP. An upgrade in
pipe sizing will eliminate sediment and debris accumulation and properly convey stream flows.
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 4 of 15

3e. Describe the overall project in detail, including the type of equipment to be used:
The Shadowline Drive Culvert Installation project includes the bore and jack of approximately 118 LF of 48" Steel Casino
Pipe (SCP) for the conveyance of UT Winkler Creek. The existing undersized 24" CMP pipe will be abandoned in place
through pumping flowable fill and permanently capping the inlet and outlet. Approx. 40 LF of upstream restoration will be
necessary to route the stream into the installed 48" culvert and restore stream channel function which is currently
degraded and sediment laden (see Photo Sheets).
To complete the project, a temporary 24" pipe will extend from the existing culvert past the construction area (upstream)
to prevent sediment impacts to UT Winkler Creek during construction. A 40 FT by 10 FT bore pit will be excavated to
house the bore and jack for installing the new 48" SCP. The 48" SCP will be embedded to a death equal to 20% of its
diameter (Approx. 10") to allow for the development of natural stream substrate and passage of aquatic organisms.
During bore and jack processes it is assumed that the bore pit will fill with water, therefore water will be pumped out of the
bore pit, and filtered through a dewatering silt baa. Wattles for turbidity control will be placed between the dewatering silt
bag and the stream (see Plan Sheet C-101). Upon completion of bore and jack process, a large boulder grade control,
outlet protection structure will be installed on the downstream end of the 48" SCP. The outlet area will be -graded to meet
up with the ori-ginal stream channel within 15 LF (see Plan Sheets C-103, C-104, and C-501). All rip rap in this area will
be buried and/or'keved in' such that the stream elevation will maintain original flows. Additional boulders and rip rap will
be installed on the ri-ght bank at the existing channel below the new pipe outlet. Once the downstream work is completed
and stabilized, the 24" diversion pipe will be removed, and the 24" CMP pipe will be abandoned in place by pumping
flowable fill and permanently capping both the inlet and outlet.
The upstream section of UT Winkler Creek is currently sediment impacted with natural substrate buried due to sediment
buildup caused by pipe blockage during storm flows. This section of stream will be impacted by the bore pit and stream
diversion and will be restored in the final step of construction to match reference dimensions as well as bank and
longitudinal profile slopes typical of streams of the same order magnitude (see Plan Sheets C). Durina restoration, the 24"
pipe diversion will be utilized to ensure that all work occurs in the dry. Once stream restoration activities are completed,
stream banks will be stabilized with coir matting and a native seed mix. All disturbed areas will be seeded and mulched
per the specifications laid out on Plan Sheet G-002.
Proposed project actions would temporarily impact 0.01 acres of wetland WA (Impact W-1) during bore pit excavation and
48" culvert installation. Excavated wetland material will be side cast and used as backfill when reestablishing impacted
wetland areas. Disturbed wetland areas will be permanently stabilized using mulch and a native seed mix.
Proposed project actions will include temporary impacts to UT Winkler Creek. Stream impact S-1 (53 LF) will result from
the installation of the bore pit for bore and iack of the 48" culvert, stream restoration, and diversion. Upon completion of
bore and lack, the bore pit will be filled with original material and the stream channel regraded to the invert of the 48" pipe
(accounting for 20% embedment). Temporary impact S-2 (40 LF) will include installation of grade control and boulder
protection below the pipe outlet and on the eroded stream bank below the pipe. Disturbed areas of stream bank will be
stabilized following proposed work with coir matting, and temporary erosion control and native seed mix.
Typical construction excavation eauipment will be used including a small excavator, trackhoe, and dump trucks. In
addition. Bore and Jack will be used to drill culvert underneath of Shadowline Drive.
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 5 of 15

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?
Comments:The upstream project area was previously
delineated for a separate project with a final jurisdictional
® Yes ❑ No ❑ Unknown
determination made by the US Army Corps of Engineers in
June of 2014. See attached documentation - Action ID.
2014-00769.
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ®Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Sean Martin
Agency/Consultant Company: McGill Associates, P.A.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action ID. 2014-00769 (June 16, 2014). See attached documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 6 of 15

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 Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
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 ❑ POT
Excavation
Riparian
❑ Yes
® No
® Corps
❑ DWQ
0.01
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.01
2h. Comments: Wetland impact W-1 is a temporary impact due to bore pit excavation. The bore pit will be backfilled with
sidecast wetland material and restored as close as practical to original contours prior to closeout.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
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
Excavation/Fill
UT Winkler Creek
® PER
❑ INT
® Corps
❑ DWQ
3
53
S2 [:]POT
Excavation
UT Winkler Creek
® PER
❑ INT
® Corps
❑ DWQ
3
40
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 7 of 15

3h. Total stream and tributary impacts
93
3i. Comments: 40 LF associated outlet grade control structures and channel shifting at the 48" culvert outlet. 53 LF of
temporary impacts during construction of bore pit while stream is piped through temporary diversion pipe, prior to
regrading/restoration.
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.
Open water
impact number —
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑ PEI T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
41f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
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:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 8 of 15

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 any impacts require mitigation, then
you MUST fill out Section 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?
61 ❑P❑T
El Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑ P ❑ T
❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 9 of 15

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Disturbance is limited to the proposed areas required for culvert replacement. Access roads have been designed to avoid
any trees 12" or larger DBH, and temporary devices have been proposed when possible to reduce footprint of project.
The new pipe will be installed by the bore and lack method which will greatly reduce impacts to UT Winkler Creek and
Shadowline Drive, and reduce project duration. Work will not commence until after the trout moratorium period, ending on
April 15.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Protective temporary diversion pipe will be installed to extend beyond the area of influence of the bore and jack pit to
reduce sediment loading into the creek. Additionally, dewatering filter bag will be utilized to filter water pumped from the
bore pit during construction. Excavated material from within wetland areas will be side cast and returned to wetland as
back fill after pipe installation.
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?
❑ Mitigation 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
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 10 of 15

3c. Comments:
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
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 impact within 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.
❑ 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:
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 11 of 15

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? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
No change in site imperviousness.
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: No stormwater rules using a NWP #3
application.
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 government's jurisdiction is this project?
Town of Boone
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
® Other: None
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4. DWQ 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: None
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5. 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 15

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 13 of 15

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. 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)?
1c. 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,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 26 .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 quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Project for repair to existing infrastructure. No change from the original or intended use: no extension of services.
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.
No sewage disposal associated with this project.
Page 14 of 15

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
https://www.fws.gov/ralei-gh/species/cntylist/watauga.htmi,
https://www.fws.gov/asheville/htmis/project review/NLEB in WNC.html
USFWS database query listed 11 occurrences for Federal or State species in the Watauga County which included the
project site The project area is in Watauga county which is an unmapped USFWS Northern Long Eared Bat confirmed
hibernation and maternity sites. Suitable habitat was not discovered on the project site for the remaining listed species
for Watauga County.
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?
NOAA Essential Fish Habitat Mapper v3.0: https//www.habitat.noaa.gov/protection/efh/efhmapper/index.html
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
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
htto://gis.ncdcr.gov/hpoweb/
The closest historical or archaeological resource (WT 0071 Blair Farm) is approximately 2,800 linear feet from the proiect
area.
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://fris.nc.gov/fris/Index.aspx?FIPS=021 &ST=NC&user=eneral%20Public
John C. VilasZ
fart, 14R"f
2/10/2017
pplicant/ g nt's ignature
Applicant/Agent's Printed Name
(Agent's signatu . s valid onl an authorization letter from the applicant
Date
is provided.)
Shadowline Drive Culvert Installation NWP #3 PCN Application
February 10, 2017
Page 15 of 15

-IMcGill
1% � ti t) C I A I I S
AGENT AUTHORIZATION FORM
PROJECT NAME: Shadowline Drive Culvert Installation
PROJECT COUNTY: Watauga
PROPERTY PIN: Shadowline Drive ROW
PROPERTY OWNER: Town of Boone
PROPERTY OWNER TELEPHONE: [phone]
PROPERTY OWNER REPRESENTATIVE: Eric Gustaveson Public Works Interim Director — Town
of Boone
The undersigned, registered property owner(s) of the above noted property, do hereby authorize
John C. Vilas of McGill Associates P.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 or certification and any and all standard and special conditions attached.
Property Owner's/Representative's Address (if different than property above):
321 East King Street
Boone, NC 28607
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature:
Date:
E n i r o n m e n t a 1 0 P l a n n i n g 0 F i n a n c e
N,GNI.I hrt ..1,.I • JhxAt•n Vatrkt•t81wl Ste B.Bouttr.Am-thCarulinu2861)
Uln,r Ix2x)3x(;-1920 • Fitt. l.r2xt3xd-1923

@McGill
A S S O C I A T E S
AGENT AUTHORIZATION FORM
PROJECT NAME: Shadowline Drive — Culvert
PROPERTY LEGAL DESCRIPTION:
PARCEL ID. 2910521985000
STREET ADDRESS: 321 Shadowline Drive
Boone, NC 28607
Please Print
Property Owner/Representative: Carol Garland
(If Representative) Title: NIA
The undersigned, registered property owners of the above noted property, do hereby authorize
John C. Vlas of McGill Associates P.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 or certification and any and all standard and special conditions attached.
Property Owner's /Representative's Address (if different than property above):
Telephone: [phone]
We hereby certify the above info on submitted in this application is true and accurate to the
best of our wledge.
Authorized' §gnat�uure Authorized Signature
Date: .2 /'�� Date:
Environmental Planning • Finance
McGillAssoclares,P.A.-468NewMarket Blvd. Ste- B, Boone. North Carolina 28607
Office: [phone] • Fax: [phone]

0 McGill
ASSOCIATES
AGENT AUTHORIZATION FORM
PROJECT NAME: Shadowline Drive — Culvert Installation
PROPERTY LEGAL DESCRIPTION:
PARCEL ID. 2910536437000
STREET ADDRESS: 400 Shadowline Drive
Boone, NC 28607
Please Print ,lames C. Stanley
Property Owner/Representative:
(If Representative) Title: N/A
The undersigned, registered property owners of the above noted property, do hereby authorize
John C. Vilas of McGill Associates P.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 or certification and any and all standard and special conditions attached.
Property Owner's/Representative's Address (if different than property above):
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
&4 �-
All rued Signature
Date: )—IP, i7_6 ! %
Authorized Signature
Date:
E n v i r o n m e n t a l P I a n n i n g F i n a n c e
Lle'GillA'cu<iulrc, P.A. 168 �'o^ir,d/urkerBled. S1'.B, Bunnc, rV'nrlhCae'aliirii?860?
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SHADOWLINE CULVERT
USGS TOPO MAP
PROJECT #
REPLACEMENT PROJECT
OMcGiff
AUGUST 5, 2016
16.00175
WATAUGA COUNTY,
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INV. IN: 3139.48
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PROPOSED 48" CULVERT INSTALLATION
IS COMPLETE, EXISTING 24" CMP TO
BE ABANDONED IN PLACE.
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WETLAND WA
ACTION I.D.: 2014-00769
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CULVERT INSTALLATION
TON OF BOONEW
WATUGA COUNTY, NORTH CAROLINA
0MCGifl
A S S O C I A T E S
ENGINEERING -PLANNING -FINANCE
55 BROAD STREET ASHEVILLE, NC 28801 PH. [phone] FIRM LICENSE # C-0459
Q317
fNGINE�.�`�
FEBRUARY 2017
SCHEDULE OF DRAWINGS
G-001 .....
COVER SHEET
G-002 .....
GENERAL NOTES
CD -101 ....
EXISTING CONDITIONS PLAN
C-101 .....
CULVERT INSTALLATION PLAN
C-102 .....
CULVERT INSTALLATION PROFILE
C-103 .....
STREAM RESTORATION PLAN
C-104 .....
STREAM RESTORATION PROFILE AND CROSS SECTION
C-501 .....
DETAILS

EROSION CONTROL NOTES
1. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES. LAID DUALITY SECTION.
2 - PRO® NTH GRADING. CLEARING AND ONBBNG NOTE NO OF ATE DISPOSAL OF MATERIAL IS ALLOW
UNLESS THE DISPOSAL ATE HAS AN APPROVED EROSION CONTROL PLAN.
S. - SID AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROOM IMMEDIATELY
UPON COMPLETION OF PROPOSED WORK.
♦ -
COIR VATTING N SHALL E
PW
WiRIN 411 HQURS a: OIANNG ON STRIA" BANKS SEED AND SOL
AM7IDYENTS SIAL. E PEALED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE STRAW
MULCH
SHALL BE TACKED NTH TACKING AGENT APPLIED BY HYDROSFF.DER.
UM E 4,000 LHS
FERTILIZER (10-10-10) 1.000 LHS
CREEPING RFD FESCUE 100 LHS
STRAW MULCH 60-110 BNA
FOR SWWER SEDINC A00 ro TIE ABOVE
GERMAN YLIET (SETARI ITAUCA) 40 LBS/AC
SMALL -STEMMED SUGAR CUSS (SORONM BICOLOR) 'JO LBS/AC
FOR WEER SEEDING ADD TO INE AAOVl`
RYE GRAIN (SECASE CEEALE) 120 LBS/AC
NN71R NEAT 70 LHS/AC
IF HYDROSEFDNGo ROOD CEUJLOIE MAY BE USED N ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS
PER ACE.
ALL SEEDING SCOL BEMANTAINED. WATERED ETC... UNTIL A PERMANENT VEGETATIVE GROUND COVED MS
ESTABLISHED OVER ALL DISMISSED REAS
FON ALL SI-- s1 eR SIFFFFR Am m 111E ABOVE
RAMC (AE SEED SWTCHCUSS 4 LBS
BROWNTOP MILLET OR PEARL MILLET (PENNISEIUY GLAUCUM) 11 LBS
GRAIN SORGMY (SORGHUM BICOLOR (L) MOENCH SSP. NOOLOR) 2 LBS
u i Knee a ODM7IFD BY eu� c AYNABLE STRAWYNET FA09ON 001,1711401 MATORM
NATIVE SEEDING:
THE CORRECT SEEMED PH IS 0.6 TO 6.5.
APPLY ZERO NEROGN AT PLANTING
INCORPORATE SIL AMENDMENTS INTO TOPSOL/TOOT ZONE
FEY SEEDBED BEFORE SEEDING (TRAVEL NTH DOZER CLEATS)L
SEEDING DEPTH FOR ALL NATIVE SS'. EXCEPT E.GAMAGRASS (TIPSACUM OACTY1URf1E5) NEED TO E 1/4' - 1/2'
GREATER DEPTHS CAUSE HIGH SED MORTALITY.
SPECMIZED SEEDING IMPLEMENTS ARE REQUIRED. SID MIXES AND RATES TO MATCH SEDER USED. A No -MI.
DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SID FLAW AND PICKER 'HEEL
AGITATORS TO HANDLE FLUFFY SID AE EST SUITED FOR NAIVE SID,
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
SEEDING FOR STREAM OR RIVERBANK STABILIZATION SHALL E A MIXTUE OF NATIVE GLASSES. PLANTS AND
TEES. NATIVE PLANT MIK SHALL INCLUDE THE FCLLOSIQ
GRASSES - BD BLUESTEM (AMMOPOGAN GERADII), INDIAN GRASS (SORGASTRUM NUTANS). UTTE BLULS*DJ
(SCNIZAONYIUM SCOPARDN), SNWOHONASS (PANICUY VIRGATUM). 15 LHS/ACE EACH
AUGUST TNM MAY- GEERVE (SCALE CL7iErUE) 25 IBS/ADE EACH
MAY 1 TRU AUGUST - MILIET (PEMNISDLI Q1.AUCLN) 25 LBS/ACE EACH
NOTE NO FERTILIZER SHALL E USED WITHIN 10' OF TOP OF STREAM OR RIVER SAIL
N_PDES PERMITS- NOTE -FOR PROJECTS REQUIRING NPDES PERMITS, THE
FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
110201ma
STAINIZATNw
PERIMETER DOES. SWALES
NONE
DITCHES AND SLOPES
MOH QUALITY WATER
ZONES
NONE(HOW)
SLOPES STEEPER THAN MI
F SLOPES ARE 10' OR LESS N LENGTH AND ARE
NOT SEED" THAN 2:1. 14 DAYS ARE ALLOWED
SLOPES SIE ON FLATTER
7 --DAYS FOR SLOPES OEATEA
THAN 50 FEET N LENGTH
ALL OTHER REAS WITH
NONE (ETdpT FOR PERWIE7FA5
SLOPES FLATTER THAN 41
AND HOW ZONES)
RL - MAINTAIN SOL EROSION CONTROL 5 V171C PERMANENT GROUND COVER IS ESTABLIS ED,
6. - REMOVE SOIL EROSION CONTROL M RESIfW*AlUZE THESE MEAS.
W ' F THE EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INEFFECTIVE. THE CONTRACTOR COST TARE
AXDTIONA- STEPS TO STOP SEDIMENT FROM LEAVING THE SITE. EACH SEDIMENT STORAGE DEVICE MIST E INSPECTED
AFTER EACH STORM EVENT. MAINTAIN ANO/OR DEAN OUT WHEN MY DEVICE REACHES SDR CAPACITY.
GENERAL CONSTRUCTION NOTES
1. FINISH GUIDE TOLERANCES SIAL BE AS NOTED N THE SPECIFICATIONS. THE EN4INEFR MAY MAKE GRADE
CHANGES AS REOIIB® N THE FEND WITHOUT EFFECTING TIME LLP AIM PRICE.
2 UNLESS OTHERWISE STATED. AL FTU MEAS SHALL BE CONSTRUCTED N LAYERS OF C MAMAAM THICKNESS.
NTH WATER ADDED OR SOL CONDITIONED TO TE OPTIMUM MOISTURE CONTENT AS DETERMINED By BY T
ENGEIEIF Aro COMPACTED WITH A SIRE FOOT ROLLER TOA COYPACTON EQUAL. TO OR GREATER THAN
HISS (IOM N THE TON Y GE I E SUB GRADE BELOW RDCOAND PARONGATE DENSITY
WITHWITHWITHWITHWITHWITHWITHWITHWITHWITHWITHISAADOBTAINED BY COMPACTING A SAMPLE OF THE YAIERIAL N
PROCTOR
METHOD OF MCS711E-OENATY RELATIONSHIP TEST. ASIY MEN OR AASHLO-BB UNLESS SPECIFIED IN OTIFR
SPECIFICATIONS
a INTIM AREA TO BE GUM SHALL BE CLEARED AID GRUBBED. NO FELL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND GRUBBED.
A ALL SOL EROSION CONTROL MEASURES REQUIRED BY THE GRADING RAN SMALL BE PERFORMED PRION TO
GRADING, CLEARING RG OR C OMC, ALL EROSION CONTROL DEVICES SUCH AS SILT FENDS, M. SHALL BE
MANTMW N WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COIPIETDN OF THE PROJECT ONLY ON ENGINEERSREENGINEERS
'S APPROVAL PAYMENT SHALL BE CONSIDERED
NCDEDTAL TO CLEARING AND GRUSOM: F DURING THE LIFE OFTE PROJECT, A STOW. CAUSES SOL
EROSION ""H CHARDS FINISH GRADES OR CREATES 'QULLEY AND 'WASHED AREW, THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL AT WASHED OFF OF THE PROJECT STE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS OIECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE
To My
APPROVED EROSION CONTROL MANS WHETHER NDICATED N THE CONSTRUCT= PLANS OR UNDER
SEPARATE COVER.
5, DISPOSABLE MATERIAL
A.
ATE IA-
A CLEARING AND ONUBOM WASTES SHALL BE LIPPED AND USED AS GROUND COVER BY THE
CONTRACTOR
B. SOLD WASTES TO E REMOVED, SUCH AS CONCRETE RUBBLE, MAY BE PLACED IN SPECIFIC MEAS
DELINEATED ON THE PLANS.
C. ON STE BURNING IS NOT AN ACCEPTABLE METHOD OF DISPOSING OF FLMNABLE WASTES
S. IN THE EVENT EXCESSIVE GROUNDWATER OR STUDS ARE ENCOUNTERED WITHIN THE LIMITS OF
CGNSITNCINN, THE CONTRACTOR SHALL INSTAL WELL POINTS, SUMPS, OR ADDITIONAL CONTROL OF WATER
METHODS
7. THE CONTRACTOR SHALL CONTROL ALL 'OUST' BY PERIODIC WATERING-
SL
ATERINGL ALL LAMAS WERE THERE IS EMPOSD DEET SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPEGFlCALIOIS THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, IEEE OF ALL ROOKS LARGER
THAN Y. EQUIPMENT TRACKS, DIRT CLODS, BAPS, RIDGES AND GOUGES PRIOR TO SEEDING THE SURFACE
SHALL E LOOSENED TO A DEPTH/ OF *4'-11' TOE ACCEPT SEED. TCONTRACTOR SCALL HOT PROCEED NTH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENCWIEFRT
'S APPROVAL OF E GRADED SURFACE ALL
SETING SHALL BE PERFORMED BY A MECHANICAL *HYDRO -SEDER'. HAND WONG SHALL BE AUTHORIZED
ON AN AREA BY AREA APPROVAL BY THE ENGINEER DISTURBED MEAS SHOULD THEN BE MATTED NTH
SHORT-TERM PH O70DEG ARABLE EROSION CONTROL MATTING
I. CONTRACTOR SHALL VERIFY ALL ElEVA71ONS BEFORE INSTALLATION OF FACILITIES
REVISION DESCRIPTION
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WATTLE (TYP) \ '� DEWATERING PIPE \•. DEWATERING PUMP
' X60 Q W
a♦_ \ 10' X 40' BORE PIT. CONTRACTOR TO EXCAVATE .. q
J��( ♦ ♦ AS NECESSARY AND PROVIDE TEMPORARY
__ ♦ - `, PROTECTION IF NEEDED. BACKFILL AND RESTORE/ z m
'�, ♦ STREAM CHANNEL UPON COMPLETIONL9
15' X 10' GEOTEXTILE ''�"'�.�,�� — ♦ ♦ ` I O
DEWATERING BAG i
TEMPORARY 24' HDPE DIVERSION PIPE
'cel hw,k F« t -'c7qP ISL j FITTINGS. INSTALL SAND BAGS AS NECESSARY�C
g
-,TO DIVERT STREAM FLOW INTO PIPE. BALLAST �.' `
' AS NECESSARY TO KEEP IN PLACE. r - ' .. /
!.
25 FT TROUT BUFFER (TYP) ,, ' " - 4 ' 1 _ _ , - -r _ �' ��
LLI
- _ BORE k JACK 118 LF OF 48' STEEL CASING PIPE O 1.8% Z O Q
INV IN: 3139.70 LU OU
1 INV OUT. 3137.54 F- Z
g
r--
LLz
f TO REMAIN .+� \ i - -TEMPORARY CONSTRUCTIONACCESS 2. _
v
ION. W - INSTALL SILT FENCE AS NECESSARY TOF-
�� k y' �• �A PREVENT SEDIMENT FROM ENTERING STREAM. _ r / ��F mor, r O F- Z
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- o� J ROO FU
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TING 24' CMP CULVERT �' \
OUT: 3138.22
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EXTENT OF
TOTAL LIMITS OF DISTURBANCE: 0.14 ACRES
EXISTING WETLAND
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C-101
NO. DATE BY REVISION DESCRIPTION

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�McG•DATE:
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E N G I N E E R I N G P L A N N I N G F
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_°6519"
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- LOG GRADE CONTROL I/1
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r
25 FT TROUT BUFFER TYP _
W
EXISTING 24' CMP CULVERT,,',
J INV. IN: 3139.48
' TO BE ABANDONED % L�
• j i /+ - - , �,, , „� BORE do JACK 118 LF OF 48' STEEL CASING PIPE O 1.876 \ OZ Q
INV IN: 3139.70 LU C)
r +
\~ _„ INV OUT: 3137.54
- - —
EXISTING 24" CMP CULVERT TO REMAIN O
ACTIVE DURING CONSTRUCTION. ONCE �� L \ � \ j Z (p I � Z
_-' PROPOSED 48' CULVERT INSTALLATIONS ` - \, \. TEMPORARY CONSTRUCTION J Z Ii
AND STREAM RESTORATION IS COMPLETE 'a ES 2 — 0
-`� EXISTING 24' CMP TO BE ABANDONED
<' IN PLACE BY PUMPING PLOWABLE FILL f \t
Lu
7�{2 I Erb AND SEALING INLET AND OUTLET. \\\ s'% \ " 4 8 Pr-,ge 2 i
�
Book Of r{Eur. C'dS } +/ ,/ - _ _ 6i �ook ..3 r'i: g ".r..�.�
f
EXCESS SEDIMENTS FROM STREAM RESTORATION
WILL BE HAULED OFFSITE FOR PROPER DISPOSAL
TOTAL LIMITS OF DISTURBANCE: 0.14 ACRES
\
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r'aC of Reeor 1; zz � P k66y
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LIMITS OF DISTURBANCE (TYP.) v
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`EXISTING
EXTENT OF
WE
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\
GRAPHIC SCALE I INCH= 10 fPET
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LOG GRADE CONTROL #2
TEMPORARY
CONSTRUCTION
ACCESS 1
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EXISTING 24' CMP CULVERT,,',
J INV. IN: 3139.48
' TO BE ABANDONED % L�
• j i /+ - - , �,, , „� BORE do JACK 118 LF OF 48' STEEL CASING PIPE O 1.876 \ OZ Q
INV IN: 3139.70 LU C)
r +
\~ _„ INV OUT: 3137.54
- - —
EXISTING 24" CMP CULVERT TO REMAIN O
ACTIVE DURING CONSTRUCTION. ONCE �� L \ � \ j Z (p I � Z
_-' PROPOSED 48' CULVERT INSTALLATIONS ` - \, \. TEMPORARY CONSTRUCTION J Z Ii
AND STREAM RESTORATION IS COMPLETE 'a ES 2 — 0
-`� EXISTING 24' CMP TO BE ABANDONED
<' IN PLACE BY PUMPING PLOWABLE FILL f \t
Lu
7�{2 I Erb AND SEALING INLET AND OUTLET. \\\ s'% \ " 4 8 Pr-,ge 2 i
�
Book Of r{Eur. C'dS } +/ ,/ - _ _ 6i �ook ..3 r'i: g ".r..�.�
f
EXCESS SEDIMENTS FROM STREAM RESTORATION
WILL BE HAULED OFFSITE FOR PROPER DISPOSAL
TOTAL LIMITS OF DISTURBANCE: 0.14 ACRES
\ TO BE ABANDONED IN PLACE INSTALLED AT 3138.37. l
ROPOSED BOULDER WALL
' ROPOSED STREAM CHANNEL
RIP RAP BED
1
ROPOSED FOOTER BOULDERS
EXTENT OF
EXISTING WETLAND
PROPO ED BOULDER PROTECTION
ON�_•_ r�
ODED STREAM BANK
—_ �-4.J e +
NOTE: UTILIZE PUMP AROUND DURING
STREAM RESTORATION. ABANDON EXISTING
24' CMP CULVERT UPON COMPLETION OF
STREAM RESTORATION.
NO. 1 ATE BV REVISION DESCRIPTION
Z
0
0
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SHEET
C-1 03
ROPOSED�48" SCP
,'EXISTING 24'CMP .C� � ROPOSED GRADE CONTROL BOULDERS
\ TO BE ABANDONED IN PLACE INSTALLED AT 3138.37. l
ROPOSED BOULDER WALL
' ROPOSED STREAM CHANNEL
RIP RAP BED
1
ROPOSED FOOTER BOULDERS
EXTENT OF
EXISTING WETLAND
PROPO ED BOULDER PROTECTION
ON�_•_ r�
ODED STREAM BANK
—_ �-4.J e +
NOTE: UTILIZE PUMP AROUND DURING
STREAM RESTORATION. ABANDON EXISTING
24' CMP CULVERT UPON COMPLETION OF
STREAM RESTORATION.
NO. 1 ATE BV REVISION DESCRIPTION
Z
0
0
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SHEET
C-1 03

� W $
LONGITUDINAL PROFILE UPSTREAM OF CULVERT
Wz
3145
o
z¢
3144
ALLUVIUM TO BE REMOVED
Z N
3143 __ __ _ __
DaSREDNG STREAM B
..
U Z
Z
3142
O
3141
LOG GRADE CONTROL it
u
3140 _ __
-----------
�z�
3139. _ _ __ LOG GRADE CONTROL t2
_ _ _ _
_. _ PROPOSED STREAM BEDz
-
31380 5 10 15 20 25 30
35 40 45 50ow-
z o
NOT TO SCALE
o:
PIPEINVERT 3139.70',,
(EMBED 10'..........
CROSS SECTION - UPSTREAM RESTORATION
CONSTRUCTION SEQUENCE:
WomiA nfW'
1. INSTALL TEMPORARY STREAM DIVERSION PIPE UPSTREAM OF
...
3150
PROPOSED BORE PIT. BALLAST PIPE TO REDUCE SCOUR AND
""
ENSURE STABILITY OF TEMPORARY PIPE, ADD SANDBAGS AS
NECESSARY TO DIVER STREAM INTO TEMPORARY PIPE. ENSURE
W
3149
STREAM FLOW IS DIVERTED DURING ALL PHASES OF WORK AND
STREAM RESTORATION WORK (MAY REQUIRE RE -PLACEMENT OF
Z
Z_
PIPE).
-j
3149 --._ _._ _. _... __.._
...._._ ____ ____. 2. INSTALL 48" CULVERT.
0
3. COMPLETE SITE GRADING AND INSTALLATION OF GRADE
W O O
U
CONTROL STRUCTURES FOR STREAM RESTORATION.
L
31a�
APPLY TEMPORARY EROSION CONTROL SEED MIX TO ALL
g M
m:4.
DISTURBED AREAS FOLLOWING GRADING.
-i W
x
EIOSTING SURFACE
5. STABILIZE STREAM BANKS WITH COIR MATTING. APPLY NATIVE
Z H
Z
3146 -...... __ _.... _ _._. .... _
/
_ SEED MIX.-
U) U.
- _ ��LL /
6. ABANDON 24" CMP CULVERT WITH FLOWABLE FILL AND CAP
J Z
>_
COIR MAT \ / /
BOTH ENDS.
O O
Z
3145. _. _. .. _. . / /
Q W
Z
3144
U
Q
PROPOSED GRADING J
3143 .. ._ .. .
O
>Q
31420 5 10 15 20 25 30 35 40
45 50
NOTE:
o
1. APPLY TEMPORARY EROSION CONTROL SEED MIX TO ALL DISTURBED AREAS FOLLOWING GRADING.
a
m
2. STABILIZE STREAM BANKS WITH COIR MATTING. APPLY NATIVE SEED MIX TO ENTIRE RESTORATION CORRIDOR.
m z -s W
RECOMMEND ERNST CONSERVATION SEED COMPANY, NC MOUNTAINS RIPARIAN MIX (ERNMX-304 OR APPROVED ALTERNATIVE).
w w > m
0LLzmz� r
3. COIR MATTING SPECIFICATION: BIODEGRADABLE COIR FIBER MAT AT 400 GRAMS/SQ.
Z w 0 0 " "
g <w2w���
METER WEIGHT; 1" NET OPENING; MIN. LIGHT PENETRATION 38%; SHEAR STRESS 3 LBS./SQ. FT.
o 0 v 0 0 LL 161
PROFILE - DOWNSTREAM OUTLET PROTECTION
Z
PROPOSED 3143 SSP O0 1.X
� U)
NV OUT: 3137.51'
H O
3142 MUIITER SNK E".3135.37 _ _ _ _
_ _ _
3141E79STING SURFACE
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3139 _
3138 _
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3136
3135
PROPOSED GRADE
SHEET
----- TIS E-iN 1 snN'G
3134 CONTROL BOULDERSPROPOSED
STREAM BED TREAM BED
0 5 10 15 20
C-1 014
NO. DATE BY REVISION DESCRIPTION

NOTES
1. FILTER BAG SHALL BE CONSTRUCTED OF NONWOVEN FILTER
FABRIC WITH A MIN. 6 OZ/SGUARE YARD WEIGHT
2. FILTER BAG FABRIC SHAT HAVE A FLOW RATE OF 60 GPM/S.F.
OR SZED FOR PUMP DISCHARGE
3. SILT BAG SHALL HAVE SIEVE SEWN -IN SLEEVE FOR RECEIVING
THE PUMP DISCHARGE AND PUMP HOSE SHALL BE SECURELY
ATTACHED TO SILT BAG
4. SILT BAG SHALL BE REPLACED MEN HALF FULL OR PUMP
DISCHARGE RATE IS REDUCED ENOUGH TO CAUSE OVERFLOW.
CONTRACTOR SHAT PROVIDE ADDITIONAL BAGS AS REQUIRED.
5. BOTH FILTER BAG AND SLT WITHIN SHALL BE DISPOSED OF IN
A PROPER MANNER AFTER MATERIAL INSDE IS DRY.
DEWATERING SILT BAG
46' STEEL ENCASEMENT
WALL THICKNESS 0.625'
20X 0.
EMBEDI
STEEL ENCASEMENT
RESTORED STREAM
BED (SEE
RESTORATION
DETAIL)
SUBSTRATE TO
NATURALLY REPLENISH
2'X2'X2' WOODEN STAKES
SPACED EVERY 3 FEET
+r O'R7
STAKE DETAILS
NOTES
I. USE COIR FIS WITH (COCONUT) WATTLE MIN. DIAMETER OF 12 INCHES
2. INSTALL WATTLE ALONG WETLAND AND STREAM TO PREVENT DIRECT
DISCHARGE OF TURBID WATER ADD ADDITIONAL WATTLES AS NECESSARY.
WATTLE DETAILS
N4TEC EMBED PIPE TO A DEPTH OF 2DX THE OUTER DIAMETER. STREAM WILL NATURALLY FILL IN SUBSTRATE
AS LONG AS GRADE CONTROL IS PROVIDED AT CUTLET. SEE OUTLET PROTECTION DETAIL FOR GRADE CONTROL
ENCASEMENT DETAIL
B' MAX. STANDARD STRENGTH FABRIC WTH WERE FENCE
MIN. 14 AU 8'%8' WR FILTER
. MAX EXTRA STRENGTH FABRIC WTHOUT FABRIC EXISTING
VIRE FENCE p5 GROUND
�' '- BACKFILL TRENCH
AND COMPACT
5' STEEL POST
THOROUGHLY
(MIN. 1.33 LB/1.F) N
THE TRENCH
SECTION VIEW
2•x2•.2' WOODEN
4'MIN.
STAKES SPACED C FIBER WATTLE,
AREA)
VERY 3 FEET (TYP) MIN. 12' DIA
GEOTEX71LE FILTER BAG
MIN. (DS;RBED
SZED FOR PUMP DISCHARGE RATE
24'
(MIN. 10'X15')
zZ m Z r
Z Ili � ❑ � UJ Z
SEWMIN PIPE
DISCHARGE SLEEVE
.F
--- -
WATTLE SECTION
ELM PUMP DISCHARGE
HOSE
NOTES
1. FILTER BAG SHALL BE CONSTRUCTED OF NONWOVEN FILTER
FABRIC WITH A MIN. 6 OZ/SGUARE YARD WEIGHT
2. FILTER BAG FABRIC SHAT HAVE A FLOW RATE OF 60 GPM/S.F.
OR SZED FOR PUMP DISCHARGE
3. SILT BAG SHALL HAVE SIEVE SEWN -IN SLEEVE FOR RECEIVING
THE PUMP DISCHARGE AND PUMP HOSE SHALL BE SECURELY
ATTACHED TO SILT BAG
4. SILT BAG SHALL BE REPLACED MEN HALF FULL OR PUMP
DISCHARGE RATE IS REDUCED ENOUGH TO CAUSE OVERFLOW.
CONTRACTOR SHAT PROVIDE ADDITIONAL BAGS AS REQUIRED.
5. BOTH FILTER BAG AND SLT WITHIN SHALL BE DISPOSED OF IN
A PROPER MANNER AFTER MATERIAL INSDE IS DRY.
DEWATERING SILT BAG
46' STEEL ENCASEMENT
WALL THICKNESS 0.625'
20X 0.
EMBEDI
STEEL ENCASEMENT
RESTORED STREAM
BED (SEE
RESTORATION
DETAIL)
SUBSTRATE TO
NATURALLY REPLENISH
2'X2'X2' WOODEN STAKES
SPACED EVERY 3 FEET
+r O'R7
STAKE DETAILS
NOTES
I. USE COIR FIS WITH (COCONUT) WATTLE MIN. DIAMETER OF 12 INCHES
2. INSTALL WATTLE ALONG WETLAND AND STREAM TO PREVENT DIRECT
DISCHARGE OF TURBID WATER ADD ADDITIONAL WATTLES AS NECESSARY.
WATTLE DETAILS
N4TEC EMBED PIPE TO A DEPTH OF 2DX THE OUTER DIAMETER. STREAM WILL NATURALLY FILL IN SUBSTRATE
AS LONG AS GRADE CONTROL IS PROVIDED AT CUTLET. SEE OUTLET PROTECTION DETAIL FOR GRADE CONTROL
ENCASEMENT DETAIL
B' MAX. STANDARD STRENGTH FABRIC WTH WERE FENCE
MIN. 14 AU 8'%8' WR FILTER
. MAX EXTRA STRENGTH FABRIC WTHOUT FABRIC EXISTING
VIRE FENCE p5 GROUND
�' '- BACKFILL TRENCH
AND COMPACT
5' STEEL POST
THOROUGHLY
(MIN. 1.33 LB/1.F) N
THE TRENCH
SECTION VIEW
SEDIMENTATION/SILT FENCE T
EARTHEN
BACKFILL
FILTER
TOE PROTECTION
HEIGHT
TOE PROTECTION
WIDTH
EROSION CONTROL MAT
HEADER BOULDER
APPROX.
BANKFULL
l APPROX. } BANKFULL
I
NOR AL BASEFLOW
/ APPROX. STREAMBED
EMBEDMENT
DEPTH
FOOTER/GRADE CONTROL
BOULDER
CONSTRUCTION N07ES
1. E -t. b.ndl 01.9 ta, of the eb- beak to a depth
WI9hBy brow the Ibed ..aur depth.
2. la.tdl fit. fab I, ...9IbadWd. or trWlan: vlaa. rabk
Iocealy and evenly an h Prq>ed rap. -.d with eaves
2' ,entre Ad)o.Wt MPS shmid a mlap 12': uP.I.P. at.
lkbHc r-14 ay.Hap d -lope fobria.
3.
ElAld- to be metaled .h-ld be fiat Wded with W.
.P.dll .U-. accerdinq to d.dQlr (Ap.oc 1.5'x2'.3'). Inetall
foatr rock. to lln enb=t depth.
4. Erthen buckfll PI behind loot.,.. Maks ears to TO *Ids
b.tween and beh,nd baWdra
5. I..tall head. bold- e.tba k hwn foot- and r."g on
earthen b..kfll.
6. Earthrl backRl to b. Placed at a thickne.. equal to the
h.l9ht ai the header roam
7. Erwbn contral at Placed ave e.1 b.,kfM top..
MATERIAL SPECIFICATIONS1. Bauldra Footer and header rock, muet be large enough to
add.V. d..Ir hr9ht and r.W.t ma --t durin9 Palk do.
event, Bound- Mould be r.elan9M1. and uniform h .hop.
and ,lie .Nth 9 tYPW d"m ice of 1.5`A2'x3'.
2. Fit. fobric 10-12 = non -mm Seo-bome pealft to
a99r.9.t..epr.tbn.
OUTLET PROTECTION CROSS-SECTION
LOG GRADE CONTROL#1
PROPOSED ST/R1EAM BED
EXISTNG STREAM BED J
NATURAL FILL T
NO' -WOVEN FILTER CLOTH.
NAILED TO TOP OF LOG AND BURIED a- .
-LOG - MINIMUM 12' DIAMETER.
AVERAGE LENGTH 17.
MAX 2' OBSTRUCTION TO FLOW
FLOW
ETa) STREAM
FD
O
GRADING
LOG GRADE CONTROL#2
NON -WOVEN FILTER CLOTH.
NAILED TO TOP OF ;OG AND BURLED
BROW STREAM BED.
EXISTING STREAM� T
BED lllllll ////���
MATERIAL SPECFiCATIONS:
1,
LOGS: ROT -RESISTANT LOGS. MINIMUM 12'
DIAMETER.
AVERAGE LENGTH 17.
2 ROCK CLUSTERS 4' - 10' MEDIAN DIAMETER
NATURAL/NATIVE STONE
CONSTRUCTION NOTES
1. NAL NON -WOVEN FILTER CLOTH TO TOP OF
LOG AND BURY ENO IN THE UPSTREAM
CHANNEL
2. INSTALL LOGS IN CHANNEL BED TO CREATE
NO MORE THAN 2' OF OBSTRUCTION TO FLOW
3. ROCK CLUSTERS SHOULD CLOSELY MATCH THE
TOP ELEVATION OF LOGS BOTH UPSTREAM
AND DOWNSTREAM OF GRADE CONTROL
LOG GRADE CONTROL DETAIL
LOG - MINIMUM 12' DIAMETER.
4'MIN.
UMOPE
AREA)
m N-
o Q N O
W
EXISTING STREAM
MIN. (DS;RBED
BED
24'
zZ m Z r
Z Ili � ❑ � UJ Z
C
--- -
O LL
.-TES
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL ARD
DALY DURING PROLONGED RAINFALL
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
SLOPE
SLOPE LENGTHTT)
MAXIMUM AREA(SOFT)
IF FOUND TO BE IN DISREPAIR.
Q1f
100
3. SEDIMENT DEPOSITS STALL BE REMOVED
2 TO
75
1go00
7'500
AFTER EACH STORM EVENT AND MEN
5 TO 5%
SD
5'000
DEPOSES REACH APPROXIMATELY 1/3
10 TO 20X
26
Z500
HEIGHT OF BARRIER.
>20%
15
1.500
4. REFERENCE NC7ENR LAND IXIAUTY
SECTOR DESIGN MANUAL 6.62.
SEDIMENTATION/SILT FENCE T
EARTHEN
BACKFILL
FILTER
TOE PROTECTION
HEIGHT
TOE PROTECTION
WIDTH
EROSION CONTROL MAT
HEADER BOULDER
APPROX.
BANKFULL
l APPROX. } BANKFULL
I
NOR AL BASEFLOW
/ APPROX. STREAMBED
EMBEDMENT
DEPTH
FOOTER/GRADE CONTROL
BOULDER
CONSTRUCTION N07ES
1. E -t. b.ndl 01.9 ta, of the eb- beak to a depth
WI9hBy brow the Ibed ..aur depth.
2. la.tdl fit. fab I, ...9IbadWd. or trWlan: vlaa. rabk
Iocealy and evenly an h Prq>ed rap. -.d with eaves
2' ,entre Ad)o.Wt MPS shmid a mlap 12': uP.I.P. at.
lkbHc r-14 ay.Hap d -lope fobria.
3.
ElAld- to be metaled .h-ld be fiat Wded with W.
.P.dll .U-. accerdinq to d.dQlr (Ap.oc 1.5'x2'.3'). Inetall
foatr rock. to lln enb=t depth.
4. Erthen buckfll PI behind loot.,.. Maks ears to TO *Ids
b.tween and beh,nd baWdra
5. I..tall head. bold- e.tba k hwn foot- and r."g on
earthen b..kfll.
6. Earthrl backRl to b. Placed at a thickne.. equal to the
h.l9ht ai the header roam
7. Erwbn contral at Placed ave e.1 b.,kfM top..
MATERIAL SPECIFICATIONS1. Bauldra Footer and header rock, muet be large enough to
add.V. d..Ir hr9ht and r.W.t ma --t durin9 Palk do.
event, Bound- Mould be r.elan9M1. and uniform h .hop.
and ,lie .Nth 9 tYPW d"m ice of 1.5`A2'x3'.
2. Fit. fobric 10-12 = non -mm Seo-bome pealft to
a99r.9.t..epr.tbn.
OUTLET PROTECTION CROSS-SECTION
LOG GRADE CONTROL#1
PROPOSED ST/R1EAM BED
EXISTNG STREAM BED J
NATURAL FILL T
NO' -WOVEN FILTER CLOTH.
NAILED TO TOP OF LOG AND BURIED a- .
-LOG - MINIMUM 12' DIAMETER.
AVERAGE LENGTH 17.
MAX 2' OBSTRUCTION TO FLOW
FLOW
ETa) STREAM
FD
O
GRADING
LOG GRADE CONTROL#2
NON -WOVEN FILTER CLOTH.
NAILED TO TOP OF ;OG AND BURLED
BROW STREAM BED.
EXISTING STREAM� T
BED lllllll ////���
MATERIAL SPECFiCATIONS:
1,
LOGS: ROT -RESISTANT LOGS. MINIMUM 12'
DIAMETER.
AVERAGE LENGTH 17.
2 ROCK CLUSTERS 4' - 10' MEDIAN DIAMETER
NATURAL/NATIVE STONE
CONSTRUCTION NOTES
1. NAL NON -WOVEN FILTER CLOTH TO TOP OF
LOG AND BURY ENO IN THE UPSTREAM
CHANNEL
2. INSTALL LOGS IN CHANNEL BED TO CREATE
NO MORE THAN 2' OF OBSTRUCTION TO FLOW
3. ROCK CLUSTERS SHOULD CLOSELY MATCH THE
TOP ELEVATION OF LOGS BOTH UPSTREAM
AND DOWNSTREAM OF GRADE CONTROL
LOG GRADE CONTROL DETAIL
LOG - MINIMUM 12' DIAMETER.
AVERAGE LENGTH 12'.
MAX 2' OBSTRI/CTON TO ROW
Row PROPOSED STREAM
_ BED
m N-
o Q N O
W
EXISTING STREAM
N Maj I
Rva,
m m Z W
BED
w
w O ¢m
zZ m Z r
Z Ili � ❑ � UJ Z
❑ Z w
� O � U OU
--- -
O LL
ROgk OLUSTERS PROPOSED GRADING
SHEET
C-501

Photo One: View looking Southwest along
Shadowline Drive at outlet side of existing CMP.
The downstream project area will be accessed from
this location.
At a
Photo Three: View looking southeast from
Shadowline Drive, downstream at outlet end of
existing 24" CMP and UT -Winkler Creek. Proposed
rip rap dissipator and concrete headwall to be
installed in this area.
Photo Two: View looking Southwest along
Shadowline Drive at inlet side of existing CMP.
The upstream project area will be accessed from
this location.
Photo Four: View looking northwest from
Shadowline Drive, upstream at inlet end of
existing 24" CMP and UT -Winkler Creek.
Proposed bore pit, dewatering pit, temporary
diversion pipe, concrete headwall, and stream
restoration to be completed in this area.
SHADOWLINE CULVERT OMcGiff
PHOTO SHEET 1 REPLACEMENT PROJECT
PROJECT# ASSOCIATES
JANUARY 26, 2017 16.0 175 WATAUGA COUNTY, ENVIRONMENTAL • FINANCE
NORTH CAROLINA 468 NEWMARKET BLVD. STE B BDONE, NC 28607 PH. (928)39&1920

{� h
off' t
���•/���T
Photo Five: View looking upstream at existing 24"
Photo Six: Closer view looking upstream at
CMP outlet. Proposed 48" steel casing pipe to be
existing 24" CMP outlet. Pipe is embedded
installed in right of photo.
approximately 12", restricting flow.
• ii�, A+
Photo Seven: View looking upstream at existing 24"
Photo Eight: Closer view looking downstream at
CMP outlet. Proposed 48" steel casing pipe to be
existing 24" CMP intlet. Pipe has been buried by
installed in right of photo. Rip rap proposed for
accumulated sediment and debris.
stabilizing eroded bank in left of photo.
SHADOWLINE CULVERT
PHOTO SHEET 2
PROJECT#
REPLACEMENT PROJECT
0McGiH
JANUARY 26, 21117
16.00175
WATAUGA COUNTY,
ASSOCIATES
ENVIRONMENTAL • FINANCE
NORTH CAROLINA
W NEW MARKET BLVD. SfE B BOONS NC 29607 PH. (828) 3861920

Photo Nine: View looking downstream at existing
24" CMP inlet. Bore pit, dewatering pit, and staging
area to be constructed in left of photo.
Photo Ten: View looking downstream at existing
24" CMP inlet. Stream restoration proposed in
existing channel post construction. Existing
wetlands visible in left of photo.
SHADOWLINE CULVERT qMcGM
PHOTO SHEET 3 REPLACEMENT PROJECT
PROJECT # ASSOCIATES
JANUARY 26, 2017 16.DU175 WATAUGA COUNTY, ENVIRONMENTAL • FINANCE
NORTH CAROLINA 468 NEW MARKET BLVD. S3E B BOONE, NC 2W PTL (8^_8) 3861920

36° 12'19"N
3
m
440350
440,430 440510 440590
Soil Map—Watauga County, North Carolina
440670 440750
41i �� .�^�►+ee� _ �� ,.�
X�
A. f 0a ♦ 1^ o� w �*moi •�R'.eR ��` a7
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221
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w
440350 440430 440510 440590 440670 440750
3
Map Scale: 1:3,670 if prinked on A landscape (11" x 8.5") §ieet.
Melpis
NN 0 5o 100 200 300
A0 150 300 600 900r
Map projection: Web Mercator Corner aoadhabes: WGS84 Edge tits: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
440830 440910 440990
440830 440910 440990
R 36° 12' 19' N
r
wt
36° 12'3"N
441070
3
7/29/2016
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
O Area of Interest (AOI)
Soils
Jl Soil Map Unit Polygons
Soil Map Unit Lines
E
Soil Map Unit Points
Special
Point Features
V
Blowout
0
Borrow Pit
X
Clay Spot
Enlargement of maps beyond the scale of mapping can cause
Closed Depression
X,
X,
Gravel Pit
misunderstanding of the detail of mapping and accuracy of soil line
Gravelly Spot
Landfill
placement. The maps do not show the small areas of contrasting
Lava Flow
J&
Marsh or swamp
*.
Mine or Quarry
Special Line Features
Miscellaneous Water
O
Perennial Water
Rock Outcrop
+
Saline Spot
Sandy Spot
Severely Eroded Spot
0
Sinkhole
i,
Slide or Slip
Sodic Spot
Soil Map—Watauga County, North Carolina
MAP INFORMATION
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 7/29/2016
Conservation Service National Cooperative Soil Survey Page 2 of 3
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:12,000.
j�
Stony Spot
Warning: Soil Map may not be valid at this scale.
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
©
Other
soils that could have been shown at a more detailed scale.
.�
Special Line Features
Please rely on the bar scale on each map sheet for map
Water Features
measurements.
Streams and Canals
Source of Map: Natural Resources Conservation Service
Transportation
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Rails
Coordinate System: Web Mercator (EPSG:3857)
.v
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
US Routes
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Major Roads
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
Local Roads
This product is generated from the USDA-NRCS certified data as of
Background
the version date(s) listed below.
.
Aerial Photography
Soil Survey Area: Watauga County, North Carolina
Survey Area Data: Version 14, Sep 16, 2015
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Oct 22, 2010—Mar 17,
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 7/29/2016
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Watauga County, North Carolina
Map Unit Legend
Watauga County, North Carolina (NC189)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CkE
Chestnut-Edneyville complex,
30 to 50 percent slopes, stony
6.9
14.2%
9.4%
EdD
Edneytown loam, 15 to 30
percent slopes
4.6
SnD
Saunook loam, 15 to 30 percent
slopes
0.1
0.2%
Ud
Udorthents, loamy
6.1
12.4%
Ur
Urban land
31.2
63.9%
Totals for Area of Interest
48.9
100.0%
USDA Natural Resources Web Soil Survey 7/29/2016
Conservation Service National Cooperative Soil Survey Page 3 of 3

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action I.D.: 2014-00769 County: Watauga U.S.G.S. Quad: NC -Boone
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Shadowline Partners, LLC / Vernon Scarborough, Jr.
Address: 125 43`d Ave. La. NW
Hickory, North Carolina 28601-9087
Telephone No.:
Property description:
Size (acres): +-7.88 acres Nearest Town: Boone
Nearest Waterway: ut to Winkler Creek River Basin: New
Coordinates: 36.20419 N, -81.66075- W Hydrologic Unit Code: 05050001
Location Description: The site is located at 241 Shadowline Drive, Boone, Watauga County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be waters and wetland on the above described property. We strongly suggest
you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered
final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable
action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). ). If you wish, you
may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you
may provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters and wetland on the above described property subject to the permit requirements of Section 404 of the
Clean Water Act (CWAx33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters and wetland on your property delineated. Due to the size of your property
and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a
more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by
the Corps.
X The waters and wetland on your property have been delineated and the delineation has been verified by the Corps. We
strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the
Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your
property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to
exceed five years.
_ The waters and wetland have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.

Action Id.: 2014-00769
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Tasha Alexander at 828-271-7980.
C. Basis For Determination
The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manual and the Interim
Regional Supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and Piedmont Region. These
wetlands are adjacent to stream channels located on the property that exhibit indicators of ordinary high water marks. The
stream channels on the property are unnamed tributaries to Winkler Creek which flows into the South Fork New River which
flows into the New River. The New River is located in the Kanawha Watershed and ultimately drains to the Gulf of Mexico.
Specifically, the New River is formed by the joining of the North Fork and South Fork of the New River. The New River
drains to the Gauley River and then to the Kanawha River. The Kanawha River drains to the Ohio River then to Mississippi
River before entering the Gulf of Mexico.
D. Remarks: The site visit was conducted on February 5, 2014 with John Vilas (ENV). Waters and wetlands are
accurately depicted on the map labeled Shadowline, Inc. Delineation Map, dated March 20, 2014. The site include
approximately 5421ft of a perennial an unnamed tributary to Winkler Creek and 0.12 acre of wetlands.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The del ineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
Attached to this verification is an approved jurisdictional determination. If you are not in agreement with that approved
jurisdictional determination, you can make an administrative appeal under 33 CFR 331. Enclosed you will find a request for
appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following
address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received within 60 days of the issue date below.
**It is not necessary to submit an RFA form to bite Di
correspondence." t
Corps Regulatory Official:
Issue Date: June 16, 2014
if you do not object to the determination in this
on Date: June 16, 2019
2

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at hft://pg2.nU.usace.g=.mil/survey.html
to complete the survey online.
CF: John V ilas, ENV Environmental Consulting Services, Inc., 3764 Rominger Road, Banner Elk, NC 28604

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Shadowline Partners, LLC / Vernon
File Number: 2014-00769 Date: June 16, 2014
Scarborough, Jr.
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission) A
PROFFERED PERMIT Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at
htip://www.usace.army.mil/CECW/Pages/reg_materials.aspx or Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terns and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section Il of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section Il of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the appeal
If you only have questions regarding the appeal process you may
process you may contact:
also contact:
Tasha Alexander, Project Manager
Mr. Jason Steele, Administrative Appeal Review Officer
USACE, Asheville Regulatory Field Office
CESAD-PDO
151 Patton Ave
U.S. Army Corps of Engineers, South Atlantic Division
RM 208
60 Forsyth Street, Room 1OM15
Asheville, NC 28806
Atlanta, Georgia 30303-8801
828-271-7980
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Tasha Alexander, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

Existina
uisciaimer: Map not to scale. Map intended for planning
purposes only, not intended to be used as contsruction
plans. Map is not accurate to engineering and surveying
standards.
SDadEwline, In
Babe, NC
Wa-a❑ga C❑alEM
DelineaCDn Mail
Marro 2014