HomeMy WebLinkAbout20230689 Ver 1_Submittal Package - Bryson City Island Park_20230510 MEMORANDUM
TO: 401 Permit Reviewer
FROM: Julie Bernstorf, Wildlands Engineering
DATE: May 10, 2023
RE: Pre-Construction Notification Pursuant to Water Quality Certification No. 4255
Bryson City Island Park
Swain County, North Carolina
On behalf of MountainTrue, Wildlands Engineering, Inc. (Wildlands) is submitting a Pre-Construction
Notification (PCN) for the Bryson City Island Park project in Swain County near the Town of Bryson City,
NC (Town) in the Little Tennessee River Basin (HUC 06010203). MountainTrue has partnered with the
Town and helped secure grant funding through NC Land and Water Fund to complete streambank
restoration activities on the Town-owned Island Park along the Tuckaseegee River. Project activities are
described in the Pre-construction Notification (PCN) application and figures.
The project seeks a Water Quality Certification 4255 for approximately 460 linear feet of stream
restoration on three bank areas of the Tuckasegee River
Supporting Documentation Table of Contents
Figure 1 – USGS Topographic Map ............................................................................................ 2
Figure 2 – Vicinity Map .............................................................................................................. 3
Figure 3 – Site Map .................................................................................................................... 4
Figure 4 – Soils Map .................................................................................................................. 5
Figure 5 – Aquatic Resources Impact Map ................................................................................ 6
Photo Log ................................................................................................................................... 8
Landowner Authorization Form………………………….………………………………………………………………11
NCDWR 401 Pre-Filing Email……………………………………………………………………………………………….13
PJD Form…………………………….………………………………………………………………………………………………15
NCDWQ Stream ID Form…….………………………………………………………………………………………………17
Construction Plan Sheets ........................................................................................................ 19
Please do not hesitate to contact me at 336-500-3055 or at jbernstorf@wildlandseng.com should you
have any questions.
Sincerely,
Julie Bernstorf, PE
Bryson City Island Park Streambank Grading Project
Figures
¹
Fi
g
u
r
e
1
U
S
G
S
T
o
p
o
g
r
a
p
h
i
c
M
a
p
Br
y
s
o
n
C
i
t
y
I
s
l
a
n
d
P
a
r
k
S
t
r
e
a
m
b
a
n
k
G
r
a
d
i
n
g
P
r
o
j
e
c
t
Li
t
t
l
e
T
e
n
n
e
s
s
e
e
R
i
v
e
r
B
a
s
i
n
(
0
6
0
1
0
2
0
3
)
Or
i
g
i
n
a
l
A
r
e
a
o
f
P
o
t
e
n
t
i
a
l
E
f
f
e
c
t
Fi
n
a
l
P
r
o
j
e
c
t
L
i
m
i
t
s
o
f
D
i
s
t
u
r
b
a
n
c
e
Br
y
s
o
n
C
i
t
y
Is
l
a
n
d
P
a
r
k
T
u
c
k
a
s
e
g
e
e
R
i
v
e
r
M
a
i
n
S
t
D
e
e
p
C
r
e
e
k
R
d
Deep Creek
Br
y
s
o
n
C
i
t
y
U
S
G
S
7
.
5
M
i
n
u
t
e
T
o
p
o
g
r
a
p
h
i
c
Q
u
a
d
r
a
n
g
l
e
Sw
a
i
n
C
o
u
n
t
y
,
N
C
0
40
0
20
0
Fe
e
t
0
0.
2
5
0.
5
Mi
l
e
s
¹
Fi
g
u
r
e
2
V
i
c
i
n
i
t
y
M
a
p
Br
y
s
o
n
C
i
t
y
I
s
l
a
n
d
P
a
r
k
S
t
r
e
a
m
b
a
n
k
G
r
a
d
i
n
g
P
r
o
j
e
c
t
Wi
l
d
l
a
n
d
s
E
n
g
i
n
e
e
r
i
n
g
I
n
c
.
Sw
a
i
n
C
o
u
n
t
y
,
N
C
La
c
k
e
y
H
i
l
l
Br
y
s
o
n
C
i
t
y
Fr
a
n
k
l
i
n
G
r
o
v
e
T
u
c
k
a
s
e
g
e
e
R
i
v
e
r
Tuc
k
a
s
e
g
e
e
R
i
v
e
r
Ri
v
e
r
f
r
o
n
t
Pa
r
k
Br
y
s
o
n
C
i
t
y
Is
l
a
n
d
P
a
r
k
HW
Y
7
4
H
W
Y
7
4
HWY 19
HWY
1
9
Municipalities
Project Parcel
Other Conservation
Streams
SW
A
I
N
CO
U
N
T
Y
0
60
12
0
Fe
e
t
¹
Fi
g
u
r
e
3
S
i
t
e
M
a
p
Br
y
s
o
n
C
i
t
y
I
s
l
a
n
d
P
a
r
k
S
t
r
e
a
m
b
a
n
k
G
r
a
d
i
n
g
P
r
o
j
e
c
t
Wi
l
d
l
a
n
d
s
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
Sw
a
i
n
C
o
u
n
t
y
,
N
C
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
Ph
o
t
o
1
Ph
o
t
o
2
Ph
o
t
o
3
Ph
o
t
o
4
Ph
o
t
o
5
Ph
o
t
o
6
Ph
o
t
o
7
Ph
o
t
o
8
Ph
o
t
o
9
Ph
o
t
o
1
0
Co
u
n
t
y
P
a
r
c
e
l
s
Pr
o
j
e
c
t
P
a
r
c
e
l
Or
i
g
i
n
a
l
A
r
e
a
o
f
P
o
t
e
n
t
i
a
l
Ef
f
e
c
t
Fi
n
a
l
P
r
o
j
e
c
t
L
i
m
i
t
s
o
f
Ds
t
u
r
b
a
n
c
e
GF
Ph
o
t
o
L
o
c
a
t
i
o
n
s
Br
y
s
o
n
C
i
t
y
Is
l
a
n
d
P
a
r
k
20
1
9
A
e
r
i
a
l
I
m
a
g
e
r
y
T
u
c
k
a
s
e
g
e
e
R
i
v
e
r
Ma
i
n
S
t
D
e
e
p
C
r
e
e
k
R
d
Deep Cree
k
0
60
12
0
Fe
e
t
¹
Fi
g
u
r
e
4
S
o
i
l
s
M
a
p
Br
y
s
o
n
C
i
t
y
I
s
l
a
n
d
P
a
r
k
S
t
r
e
a
m
b
a
n
k
G
r
a
d
i
n
g
P
r
o
j
e
c
t
Wi
l
d
l
a
n
d
s
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
.
Sw
a
i
n
C
o
u
n
t
y
,
N
C
Uf
B
Ro
A
W
W
Co
u
n
t
y
P
a
r
c
e
l
s
Pr
o
j
e
c
t
P
a
r
c
e
l
Or
i
g
i
n
a
l
A
r
e
a
o
f
P
o
t
e
n
t
i
a
l
Ef
f
e
c
t
Fi
n
a
l
P
r
o
j
e
c
t
L
i
m
i
t
s
o
f
Ds
t
u
r
b
a
n
c
e
Ro
A
-
R
o
s
m
a
n
F
i
n
e
S
a
n
d
y
Lo
a
m
,
0
-
2
%
S
l
o
p
e
s
(
~
4
.
0
a
c
)
Uf
B
-
U
d
o
r
t
h
e
n
t
s
-
U
r
b
a
n
La
n
d
C
o
m
p
l
e
x
,
0
-
5
%
S
l
o
p
e
s
(~
0
.
3
a
c
)
W
-
W
a
t
e
r
(
~
1
.
4
a
c
)
Br
y
s
o
n
C
i
t
y
Is
l
a
n
d
P
a
r
k
20
1
9
A
e
r
i
a
l
I
m
a
g
e
r
y
T
u
c
k
a
s
e
g
e
e
R
i
v
e
r
Ma
i
n
S
t
D
e
e
p
C
r
e
e
k
R
d
Deep Cree
k
0
60
12
0
Fe
e
t
¹
Figure 5 Aquatic Resources Impact Map
Bryson City Island Park Streambank Grading Project
Wildlands Engineering, Inc.
Sw
a
i
n
C
o
u
n
t
y
,
N
C
S1
:
E
q
u
i
p
m
e
n
t
F
o
r
d
S3
:
B
a
n
k
S
t
a
b
i
l
i
z
a
t
i
o
n
S4
:
B
a
n
k
S
t
a
b
i
l
i
z
a
t
i
o
n
S2
:
B
a
n
k
S
t
a
b
i
l
i
z
a
t
i
o
n
/
W
a
l
l
R
e
m
o
v
a
l
Pr
o
j
e
c
t
P
a
r
c
e
l
Or
i
g
i
n
a
l
A
r
e
a
o
f
P
o
t
e
n
t
i
a
l
Ef
f
e
c
t
Fi
n
a
l
P
r
o
j
e
c
t
L
i
m
i
t
s
o
f
Ds
t
u
r
b
a
n
c
e
St
r
e
a
m
I
m
p
a
c
t
-
T
e
m
p
o
r
a
r
y
Br
y
s
o
n
C
i
t
y
Is
l
a
n
d
P
a
r
k
20
1
9
A
e
r
i
a
l
I
m
a
g
e
r
y
T
u
c
k
a
s
e
g
e
e
R
i
v
e
r
Ma
i
n
S
t
D
e
e
p
C
r
e
e
k
R
d
Deep Cree
k
Bryson City Island Park Streambank Grading Project
Representative Site Photos
Bryson City Island Park – Representative Site Photos Page 1
Photo 1: Area 1 – collapsed rock wall Photo 2: Area 1 – collapsed rock wall
Photo 3: Area 2 – eroding left bank Photo 4: Area 2 – eroding left bank
Photo 5: Area 3 – eroding right bank Photo 6: Area 3 – eroding right bank
Bryson City Island Park – Representative Site Photos Page 2
Photo 7: Potential ford crossing riffle Photo 8: Potential ford crossing riffle
Photo 9: Existing trail Photo 10: Existing trail
Bryson City Island Park Streambank Grading Project
Landowner Authorization Form
Bryson City Island Park Streambank Grading Project
NCDWR 401 Pre‐Filing Meeting Request Email
1
Ed Blevins
From:401PreFile <401PreFile@ncdenr.gov>
Sent:Monday, January 16, 2023 8:14 AM
To:Ed Blevins
Subject:Automatic reply: [External] 401/Buffer Pre-filing Meeting Request
This email confirms receipt of your pre‐filing meeting request. Please retain this email for your records and
submit this documentation as part of your 401 application (PCN Application) as required by federal law. DWR
will not be able to accept your application without this federally required documentation. 401 applications
received without documentation that a pre‐filing meeting request was submitted at least 30 days prior will be
returned as incomplete.
Responses to this email are not monitored.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of staff contact
list(s).
For Non‐Transportation Central Staff:
https://deq.nc.gov/about/divisions/water‐resources/water‐quality‐permitting/401‐buffer‐permitting/401‐
buffer‐permitting‐contacts
For Non‐Transportation Regional
Staff: https://edocs.deq.nc.gov/WaterResources/DocView.aspx?dbid=0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
https://deq.nc.gov/about/divisions/water‐resources/water‐resources‐permits/transportation‐
permitting/staff‐contacts
Bryson City Island Park Streambank Grading Project
PJD Form
0.PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATI ON
A. REPORT COMPLETION DATE FOR PJD: 5/4/2023
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Wildlands Engineering, Inc., Julie Bernstorf, 167-B
Haywood Road, Asheville, NC 28806
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Asheville Regulatory Field Office, Not filed to date
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: 213 Bryson St, Bryson City, NC 28713
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: North Carolina County: Swain City: Bryson City
Center coordinates of site (lat/long in degree decimal format): Latitude: 35.431252 Longitude: -83.442704
Universal Transverse Mercator: UTM 17
Name of nearest waterbody: Tuckaseegee River
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
Office (Desk) Determination. Date: Field Determination. Date(s): 12/20/22
TABLE OF AQUATIC RESOURCES IN REVIEW AREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Number
Latitude
(decimal
degrees)
Longitude
(decimal
degrees)
Estimated amount of
aquatic resources in
review area (acreage
and linear feet, if
applicable
Type of aquatic
resources (i.e., wetland
vs. non-wetland
waters)
Geographic authority
to which the aquatic
resource “may be”
subject (i.e., Section
404 or Section 10/404)
1. Tuckaseegee
River
35.431252 -83.442704 470 LF Non-wetland waters Section 404
1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the review area, and the requestor
of this PJD is hereby advised of his or her option to request and obtain an approved JD (AJD) for that review area based
on an informed decision after having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or
other general permit verification requiring "pre- construction notification" (PCN), or requests verification for a non-
reporting NWP or other general permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit authorization based on a PJD,
which does not make an official determination of jurisdictional aquatic resources; (2) the applicant has the option to
request an AJD before accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being required or different special
conditions; (3) the applicant has the right to request an individual permit rather than accepting the terms and conditions of
the NWP or other general permit authorization; (4) the applicant can accept a permit authorization and thereby agree to
comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has
determined to be necessary; (5) undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a permit authorization (e.g.,
signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization
based on a PJD constitutes agreement that all aquatic resources in the review area affected in any way by that activity will
be treated as jurisdictional, and waives any challenge to such jurisdiction in any administrative or judicial compliance or
enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use
either an AJD or a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered individual permit
(and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to
33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an official delineation of
jurisdictional aquatic resources in the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could be affected by the proposed
activity, based on the following information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map: USGS Topographic Data sheets prepared/submitted by or on behalf of the PJD requestor. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. Rationale: Data sheets prepared by the Corps: Corps navigable waters' study: U.S. Geological Survey Hydrologic Atlas: USGS NHD data. USGS 8 and 12 digit HUC maps. U.S. Geological Survey map(s). Cite scale & quad name: 1:24,000 Scale Bryson City, NC quadrangle Natural Resources Conservation Service Soil Survey. Citation: NRCS Web Soils Survey Website National wetlands inventory map(s). Cite name: State/local wetland inventory map(s): FEMA/FIRM maps:Zone AE – FIRM 3700667400J
100-year Floodplain Elevation is:1739 (National Geodetic Vertical Datum of 1929)
Photographs: Aerial (Name & Date): current conditions aerial is used on planset background
or Other (Name & Date): Representative site photos with submittal. Previous determination(s). File no. and date of response letter: Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later jurisdictional determinations.
Julie Bernstorf
Signature and date of Regulatory
staff member completing PJD
DATE
5/4/23
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable)
1 Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the established
time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.
Bryson City Island Park Streambank Grading Project
NCDWQ Stream Identification Form
NC DWQ Stream Identification Form Version 4.11
Date: Project/Site: Latitude:
Evaluator: County: Longitude:
Total Points:
Stream is at least intermittent
if ≥ 19 or perennial if ≥ 30*
Stream Determination (circle one)
Ephemeral Intermittent Perennial
Other
e.g. Quad Name:
A. Geomorphology (Subtotal =_________)Absent Weak Moderate Strong
1a. Continuity of channel bed and bank 0 1 2 3
2. Sinuosity of channel along thalweg 0 1 2 3
3. In-channel structure: ex. riffle-pool, step-pool,
ripple-pool sequence 0 1 2 3
4. Particle size of stream substrate 0 1 2 3
5. Active/relict floodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7. Recent alluvial deposits 0 1 2 3
8. Headcuts 0 1 2 3
9. Grade control 0 0.5 1 1.5
10. Natural valley 0 0.5 1 1.5
11. Second or greater order channel No = 0 Yes = 3
a artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = _________)
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14. Leaf litter 1.5 1 0.5 0
15. Sediment on plants or debris 0 0.5 1 1.5
16. Organic debris lines or piles 0 0.5 1 1.5
17. Soil-based evidence of high water table?No = 0 Yes = 3
C. Biology (Subtotal = _________)
18. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streambed 3 2 1 0
20. Macrobenthos (note diversity and abundance)0 1 2 3
21. Aquatic Mollusks 0 1 2 3
22. Fish 0 0.5 1 1.5
23. Crayfish 0 0.5 1 1.5
24. Amphibians 0 0.5 1 1.5
25. Algae 0 0.5 1 1.5
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
12/20/2022 Bryson City Island
JB/EB Swain -83.442776
35.431135
24.5
10
10.5
45
Bryson City Island Park Streambank Grading Project
Construction Plan Sheets
Br
y
s
o
n
C
i
t
y
I
s
l
a
n
d
P
a
r
k
St
r
e
a
m
b
a
n
k
R
e
s
t
o
r
a
t
i
o
n
P
r
o
j
e
c
t
Co
v
e
r
S
h
e
e
t
0.
1
Pr
o
j
e
c
t
O
v
e
r
v
i
e
w
0.
2
St
r
e
a
m
b
a
n
k
P
l
a
n
1.
1
-
1
.
3
De
t
a
i
l
s
2.
1
-
2
.
3
Pl
a
n
t
i
n
g
P
l
a
n
(
R
e
s
e
r
v
e
d
f
o
r
9
0
%
P
l
a
n
s
)
3.
1
-
3
.
3
BE
F
O
R
E
Y
O
U
D
I
G
!
IT
'
S
T
H
E
L
A
W
!
CA
L
L
1
-
8
0
0
-
6
3
2
-
4
9
4
9
N.
C
.
O
N
E
-
C
A
L
L
C
E
N
T
E
R
Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
Date:Revisions:
167-B Haywood Rd
Asheville, NC 28806
Tel: 828.774.5547
License No. F-0831
D
R
A
F
T
60
%
P
L
A
N
S
IS
S
U
E
D
M
A
Y
8
,
2
0
2
3
X:\Shared\Projects\W50001_Bryson_City_Island_Park\Cadd\Plans\Sheet Set for Bryson City.dwg May 8, 2023
005-50001
JMB
JPM
JPM
0.1
5/8/2023
Bryson City Island Park
Cover Sheet
En
g
i
n
e
e
r
i
n
g
:
Wi
l
d
l
a
n
d
s
E
n
g
i
n
e
e
r
i
n
g
,
I
n
c
Li
c
e
n
s
e
N
o
.
F
-
0
8
3
1
16
7
-
B
H
a
y
w
o
o
d
R
d
As
h
e
v
i
l
l
e
,
N
C
2
8
8
0
6
82
8
-
7
7
4
-
5
5
4
7
Ja
k
e
M
c
L
e
a
n
,
P
r
o
j
e
c
t
E
n
g
i
n
e
e
r
Sh
e
e
t
I
n
d
e
x
Pr
o
j
e
c
t
D
i
r
e
c
t
o
r
y
Vi
c
i
n
i
t
y
M
a
p
No
t
t
o
S
c
a
l
e
S
A
F
SA
F
S
A
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
L
O
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
L
O
D
L
O
D
LO
D
LO
D
LOD
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
LO
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD LOD
L
O
D
LO
D
LO
D
LO
D
LO
D
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
SA
F
S
A
F
SA
F
SA
F
SA
F
Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
Date:Revisions:
167-B Haywood Rd
Asheville, NC 28806
Tel: 828.774.5547
License No. F-0831
D
R
A
F
T
0'
40
'
80
'
12
0
'
(H
O
R
I
Z
O
N
T
A
L
)
X:\Shared\Projects\W50001_Bryson_City_Island_Park\Cadd\Plans\Sheet Set for Bryson City.dwg May 8, 2023
005-50001
JMB
JPM
JPM
0.2
5/8/23
Bryson City Island Park
Project Overview
N
Elevation
Elevation
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
0
10
20
0
Elevation
Elevation
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
0
10
20
0
Elevation
Elevation
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
0
10
20
0
0+
2
0
0+
4
0
0+
8
0
St
a
t
i
o
n
i
n
g
St
a
t
i
o
n
i
n
g
St
a
t
i
o
n
i
n
g
SAF
SAF
SA
F
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SA
F
SAF
L
O
D
L
O
D
L
O
D
LOD LOD LOD LOD LOD LOD LOD LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
L
O
D
LODLODLODLODLODLODLODLOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
LO
D
SAF
SAF
SAF
SA
F
SA
F
SAFSAF
SAF
SAF
SA
F
SA
F
SAF
1
+
0
0
0+
0
0
0+
2
5
0+
5
0
0+
7
5
0+
8
0
0+
4
0
0+
2
0
SAF
SAF
SAF
SA
F
SAF
SAFSAF
SAF
SAF
SA
F
SAF
SAF
SAF
SAF
SAF
SA
F
SAF
SAFSAF
SAF
SAF
SA
F
SAF
SAF
SAF
SAF
SA
F
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SA
F
SAF
SAF
SAF
SA
F
SA
F
SAF
SAFSAF
SAF
SA
F
S
A
F
SAF
SAF
SAF
SAF
SAF
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SA
F
SAF SAF
SAF
SAF
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SAF
SAF
SAF
SAF
SAF
SA
F
SAF
SAFSAF
SAF
SAF
SA
F
SA
F
SAF
1
7
2
5
1
7
2
7
17
2
4
17
2
5
1
7
2
5
17
3
0
17
2
8
17
2
3
1
7
2
6
1
7
2
6
1
7
2
3
1
7
2
4
17
2
3
1
7
2
6
17
2
8
Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
Date:Revisions:
167-B Haywood Rd
Asheville, NC 28806
Tel: 828.774.5547
License No. F-0831
D
R
A
F
T
N
X:\Shared\Projects\W50001_Bryson_City_Island_Park\Cadd\Plans\Sheet Set for Bryson City.dwg May 8, 2023
SAF
SA
F
SAF
SAF
SAF
005-50001
JMB
JPM
JPM
1.1
Bryson City Island Park
Area 1
Streambank Plan
5/8/2023
Elevation
Elevation
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
0
10
20
30
40
50
0
-1
0
Elevation
Elevation
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
0
10
20
30
40
50
0
-1
0
0+
3
0
0+
5
0
St
a
t
i
o
n
i
n
g
St
a
t
i
o
n
i
n
g
SAF SAF
SAF
SA
F
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SA
F
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LO
D
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
SAF SAF
SAF
SA
F
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SAF
SAF SAF
SAF
SA
F
SA
F
SA
F
SAFSAF
SAF
SA
F
SA
F
SAF
SAF SAF
SAF
SA
F
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SAF
SAF SAF
SAF
SA
F
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SA
F
SAF SAF
SAF
SA
F
SA
F
SA
F
SAFSAF
SAF
SA
F
SA
F
SAF
SAF SAF
SAF
SA
F
SA
F
SA
F
SAFSAF
SAF
SA
F
SA
F
SAF
SAF SAF
SAF
SA
F
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SA
F
SAF SAF
SAF
SA
F
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SA
F
0+30
0+50
SAF SAF
SAF
SAF
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SA
F
SAF SAF
SAF
SAF
SA
F
SAF
SAFSAF
SAF
SAF
SA
F
SA
F
SAF SAF
SAF
SA
F
SA
F
SAF
SAFSAF
SAF
SA
F
SA
F
SA
F
17
2
6
17
2
8
1
7
2
5
1
7
2
8
1
7
2
2
17
2
7
17
2
7
17
2
4
17
2
3
1
7
2
2
Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
Date:Revisions:
167-B Haywood Rd
Asheville, NC 28806
Tel: 828.774.5547
License No. F-0831
D
R
A
F
T
N
X:\Shared\Projects\W50001_Bryson_City_Island_Park\Cadd\Plans\Sheet Set for Bryson City.dwg May 8, 2023
005-50001
JMB
JPM
JPM
1.2
5/8/23
Bryson City Island Park
Area 2
Streambank Plan
37
.
5
4'
SAF
SAF
SAF
SA
F
Elevation
Elevation
17
1
0
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
17
1
0
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
0
10
20
30
40
50
60
0
-1
0
Elevation
Elevation
17
1
0
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
17
1
0
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
0
10
20
30
40
50
60
70
0
-1
0
Elevation
Elevation
17
1
0
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
17
1
0
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
0
10
20
30
40
50
0
-1
0
Elevation
Elevation
17
1
0
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
17
1
0
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
0
10
20
30
40
50
0
-1
0
-2
0
Elevation
Elevation
17
1
0
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
17
1
0
17
1
5
17
2
0
17
2
5
17
3
0
17
3
5
0
10
20
30
40
50
0
-1
0
0+
5
0
1+
0
0
St
a
t
i
o
n
i
n
g
St
a
t
i
o
n
i
n
g
2+
0
0
2+
5
0
St
a
t
i
o
n
i
n
g
St
a
t
i
o
n
i
n
g
1+
5
0
St
a
t
i
o
n
i
n
g
1+
0
0
2+
0
0
2+
8
9
0+5
0
1+0
0
1+5
0
2+00
2+5
0
SAF
SAF
SA
F
SAF
SAF
S
A
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
S
A
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
S
A
F
SAF
SAF
S
A
F
SAF
SAF
S
A
F
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LO
D
L
O
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
L
O
D
LO
D
LO
D
LO
D
LOD
LOD
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
L
O
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
S
A
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
S
A
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
S
A
F
SAF
SAF
SA
F
SAF
SAF
SA
F
SAF
SAF
SA
F
17
2
0
17
2
1
17
2
2
17
2
5
17
2
0
17
2
5
17
2
5
17
2
3
17
2
4
17
2
6
17
2
7
17
2
4
17
2
5
1
7
2
0
1
7
2
9
1
7
2
5
17
2
0
17
2
7
17
2
8
17
2
1
17
2
0
1
7
2
5
17
2
8
17
2
0
Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
Date:Revisions:
167-B Haywood Rd
Asheville, NC 28806
Tel: 828.774.5547
License No. F-0831
D
R
A
F
T
N
X:\Shared\Projects\W50001_Bryson_City_Island_Park\Cadd\Plans\Sheet Set for Bryson City.dwg May 8, 2023
005-50001
JMB
JPM
JPM
1.3
5/8/23
Bryson City Island Park
Area 3
Streambank Plan
SAF
SA
F
SAF
SA
F
SAF
Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
Date:Revisions:
1430 South Mint Street, Suite 104
Charlotte, NC 28203
Tel: 704.332.7754
License No. F-0831
D
R
A
F
T
X:\Shared\Projects\W50001_Bryson_City_Island_Park\Cadd\Plans\Details - Bryson.dwg May 8, 2023
005-50001
JMB
JPM
JPM
2.1
2/7/2023
Bryson City Island Park
Details
SO
I
L
E
X
C
A
V
A
T
E
D
I
N
TR
E
N
C
H
L
I
N
E
S
H
A
L
L
B
E
PL
A
C
E
D
O
N
U
P
H
I
L
L
SI
D
E
O
F
R
O
L
L
1"
x
1
"
x
2
4
"
W
O
O
D
S
T
A
K
E
,
6
'
O
.
C
.
8-
1
0
"
D
I
A
.
F
I
B
E
R
R
O
L
L
OF
S
T
R
A
W
&
B
U
R
L
A
P
T
W
I
N
E
M
E
S
H
PL
A
C
E
S
O
I
L
E
X
C
A
V
A
T
E
D
D
U
R
I
N
G
TR
E
N
C
H
I
N
G
O
N
U
P
H
I
L
L
S
I
D
E
O
F
R
O
L
L
DR
I
V
E
S
T
A
K
E
S
IN
O
N
A
L
T
E
R
N
A
T
I
N
G
SI
D
E
S
O
F
R
O
L
L
OV
E
R
L
A
P
R
O
L
L
E
D
G
E
S
1
2
"
AN
D
S
E
C
U
R
E
T
O
P
R
O
V
I
D
E
A
T
I
G
H
T
J
O
I
N
T
6
'
-
0
"
M
A
X
.
6
'
-
0
"
M
A
X
.
,
T
Y
P
.
2" MIN
4" MAX
FL
O
W
FLO
W
Se
c
t
i
o
n
V
i
e
w
32.
1
St
r
a
w
W
a
t
t
l
e
No
t
t
o
S
c
a
l
e
NO
T
E
S
:
1.
IN
S
T
A
L
L
F
I
B
E
R
R
O
L
L
A
L
O
N
G
C
O
N
T
O
U
R
.
R
U
N
O
F
F
M
U
S
T
N
O
T
B
E
AL
L
O
W
E
D
T
O
R
U
N
U
N
D
E
R
O
R
A
R
O
U
N
D
R
O
L
L
.
2.
IN
S
P
E
C
T
S
T
R
A
W
W
A
T
T
L
E
S
O
N
A
R
E
G
U
L
A
R
B
A
S
I
S
A
N
D
A
F
T
E
R
E
A
C
H
RA
I
N
F
A
L
L
E
V
E
N
T
.
3.
WA
T
T
L
E
S
S
H
O
U
L
D
B
E
M
A
I
N
T
A
I
N
E
D
T
O
A
L
L
O
W
T
H
E
W
A
T
E
R
T
O
F
L
O
W
TH
R
O
U
G
H
,
R
E
D
U
C
E
V
E
L
O
C
I
T
Y
A
N
D
A
L
L
O
W
S
E
D
I
M
E
N
T
A
T
I
O
N
T
O
O
C
C
U
R
.
4.
WA
T
T
L
E
S
S
H
O
U
L
D
B
E
R
E
P
L
A
C
E
D
I
F
F
I
B
E
R
B
E
C
O
M
E
S
T
O
O
S
A
T
U
R
A
T
E
D
.
5.
ST
A
K
E
S
S
H
O
U
L
D
B
E
U
S
E
D
T
O
A
N
C
H
O
R
T
H
E
S
T
R
A
W
W
A
T
T
L
E
T
O
T
H
E
GR
O
U
N
D
T
O
P
R
E
V
E
N
T
S
C
O
U
R
I
N
G
A
N
D
W
A
S
H
O
U
T
.
8"
4"
NO
T
E
S
:
1.
US
E
W
I
R
E
A
M
I
N
I
M
U
M
O
F
3
2
"
I
N
W
I
D
T
H
A
N
D
WI
T
H
A
M
I
N
I
M
U
M
O
F
6
L
I
N
E
S
O
F
W
I
R
E
S
W
I
T
H
12
"
S
T
A
Y
S
P
A
C
I
N
G
.
2.
US
E
F
I
L
T
E
R
F
A
B
R
I
C
A
M
I
N
I
M
U
M
O
F
3
6
"
I
N
WI
D
T
H
A
N
D
F
A
S
T
E
N
A
D
E
Q
U
A
T
E
L
Y
T
O
T
H
E
WI
R
E
S
A
S
D
I
R
E
C
T
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
.
3.
PR
O
V
I
D
E
5
'
S
T
E
E
L
P
O
S
T
O
F
T
H
E
S
E
L
F
-
F
A
S
T
E
N
E
R
AN
G
L
E
S
T
E
E
L
T
Y
P
E
.
A
N
G
L
E
S
T
E
E
L
T
Y
P
E
.
WI
R
E
TO
P
A
N
D
B
O
T
T
O
M
S
T
R
A
N
D
SH
A
L
L
B
E
1
0
G
A
U
G
E
M
I
N
.
MI
D
D
L
E
A
N
D
V
E
R
T
I
C
A
L
W
I
R
E
S
SH
A
L
L
B
E
1
2
12 G
A
G
E
M
I
N
.
8'
M
A
X
.
W
I
T
H
W
I
R
E
(6
'
M
A
X
.
W
I
T
H
O
U
T
W
I
R
E
)
FI
L
T
E
R
F
A
B
R
I
C
EX
I
S
T
I
N
G
G
R
O
U
N
D
FI
L
T
E
R
F
A
B
R
I
C
CO
M
P
A
C
T
E
D
F
I
L
L
STEEL POST
2'-0" DEPTH
EX
T
E
N
D
F
A
B
R
I
C
IN
T
O
T
R
E
N
C
H
22.
1
Te
m
p
o
r
a
r
y
S
i
l
t
F
e
n
c
e
No
t
t
o
S
c
a
l
e
Se
c
t
i
o
n
V
i
e
w
EC
O
-
S
T
A
K
E
(
T
Y
P
)
ER
O
S
I
O
N
C
O
N
T
R
O
L
MA
T
T
I
N
G
(
T
Y
P
)
Pl
a
n
V
i
e
w
EC
O
-
S
T
A
K
E
(
T
Y
P
)
TO
P
O
F
B
A
N
K
TO
E
O
F
S
L
O
P
E
TO
E
O
F
S
L
O
P
E
12"
2"
2
"
Ty
p
i
c
a
l
S
t
a
k
e
TO
P
O
F
B
A
N
K
SE
C
U
R
E
M
A
T
T
I
N
G
I
N
6"
D
E
E
P
T
R
E
N
C
H
3'
M
A
X
.
SP
A
C
I
N
G
6"
M
I
N
.
O
V
E
R
L
A
P
I
N
DO
W
N
S
T
R
E
A
M
D
I
R
E
C
T
I
O
N
AT
M
A
T
E
N
D
S
6" MIN
1.
2
5
"
.4"
Ec
o
-
S
t
a
k
e
TY
P
I
C
A
L
S
T
A
K
E
(
T
Y
P
)
TY
P
I
C
A
L
S
T
A
K
E
(
T
Y
P
)
TY
P
I
C
A
L
S
T
A
K
E
(
T
Y
P
)
42.
1
Er
o
s
i
o
n
C
o
n
t
r
o
l
M
a
t
t
i
n
g
No
t
t
o
S
c
a
l
e
6'
M
A
X
.
W
I
T
H
W
I
R
E
OR
A
N
G
E
S
A
F
T
Y
FE
N
C
E
"T
"
O
R
"
U
"
P
O
S
T
D
R
I
V
E
N
MI
N
I
M
U
M
O
F
1
8
"
I
N
T
O
G
R
O
U
N
D
AT
T
A
C
H
S
A
F
E
T
Y
F
E
N
C
E
TO
M
E
T
A
L
P
O
S
T
S
U
S
I
N
G
ME
T
A
L
W
I
R
E
T
I
E
S
4' MIN.
MA
T
E
R
I
A
L
S
P
E
C
I
F
I
C
A
T
I
O
N
S
PH
Y
S
I
C
A
L
P
R
O
P
E
R
T
Y
TE
S
T
S
RE
Q
U
I
R
E
M
E
N
T
S
MA
T
E
R
I
A
L
N/
A
PO
L
Y
E
T
H
Y
L
E
N
E
RE
C
O
M
E
N
D
E
D
C
O
L
O
R
N/
A
"I
N
T
E
R
N
A
T
I
O
N
A
L
O
R
A
N
G
E
"
TE
N
S
I
L
E
Y
I
E
L
D
AS
T
M
D
6
3
8
AV
E
.
2
0
0
0
L
B
S
.
P
E
R
4
'
W
I
D
E
UL
T
I
M
A
T
E
T
E
N
S
I
L
E
S
T
R
E
N
G
T
H
AS
T
M
D
6
3
8
AV
E
.
2
9
0
0
L
B
S
.
P
E
R
4
'
W
I
D
E
EL
O
N
G
A
T
I
O
N
A
T
B
R
E
A
K
(
%
)
AS
T
M
D
6
3
8
GR
E
A
T
E
R
T
H
A
N
1
0
0
0
%
CH
E
M
I
C
A
L
R
E
S
I
S
T
A
N
C
E
N/
A
IN
E
R
T
T
O
M
O
S
T
C
H
E
M
I
C
A
L
S
A
N
D
A
C
I
D
S
18" MIN.
12.
1
Sa
f
e
t
y
F
e
n
c
e
No
t
t
o
S
c
a
l
e
Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
Date:Revisions:
1430 South Mint Street, Suite 104
Charlotte, NC 28203
Tel: 704.332.7754
License No. F-0831
D
R
A
F
T
X:\Shared\Projects\W50001_Bryson_City_Island_Park\Cadd\Plans\Details - Bryson.dwg May 8, 2023
005-50001
JMB
JPM
JPM
2.2
2/7/2023
Bryson City Island Park
Details
3
%
-
5
%
H
TO
E
O
F
SL
O
P
E
FO
O
T
E
R
L
O
G
TO
P
O
F
B
A
N
K
Pr
o
f
i
l
e
B
-
B
'
IN
V
E
R
T
E
L
E
V
A
T
I
O
N
PE
R
P
R
O
F
I
L
E
HE
A
D
E
R
L
O
G
Y
SC
O
U
R
PO
O
L
FLOW
EX
C
A
V
A
T
E
P
O
O
L
PE
R
P
R
O
F
I
L
E
Pl
a
n
V
i
e
w
A'
A
TOP OF BANK (TYP)
TOE OF SLOPE (TYP)
20
°
-
3
0
°
ST
R
E
A
M
B
E
D
SA
L
V
A
G
E
D
O
N
S
I
T
E
CO
B
B
L
E
/
G
R
A
V
E
L
BE
D
M
A
T
E
R
I
A
L
NO
N
W
O
V
E
N
FI
L
T
E
R
F
A
B
R
I
C
HE
A
D
E
R
L
O
G
EX
T
E
N
D
F
I
L
T
E
R
F
A
B
R
I
C
5'
M
I
N
.
U
P
S
T
R
E
A
M
Se
c
t
i
o
n
A
-
A
'
FO
O
T
E
R
L
O
G
ST
A
B
I
L
I
Z
E
V
A
N
E
WI
T
H
O
N
E
B
O
U
L
D
E
R
ON
E
A
C
H
S
I
D
E
X
5'
B
B'
FL
O
W
12.
2
Lo
g
V
a
n
e
No
t
t
o
S
c
a
l
e
NO
T
E
S
:
1.
ON
S
M
A
L
L
E
R
S
T
R
E
A
M
S
T
H
E
S
T
A
B
I
L
I
Z
A
T
I
O
N
BO
U
L
D
E
R
M
A
Y
B
E
R
E
M
O
V
E
D
P
E
R
EN
G
I
N
E
E
R
'
S
D
I
S
C
R
E
T
I
O
N
.
12"
WA
T
E
R
D
I
V
E
R
S
I
O
N
CH
A
N
N
E
L
WA
T
E
R
D
I
V
E
R
S
I
O
N
CH
A
N
N
E
L
CL
A
S
S
A
/
B
S
T
O
N
E
NO
T
E
S
:
1.
FO
R
D
C
R
O
S
S
I
N
G
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
P
E
R
P
E
N
D
I
C
U
L
A
R
TO
C
H
A
N
N
E
L
B
A
N
K
S
.
2.
MA
I
N
T
A
I
N
D
I
V
E
R
S
I
O
N
C
H
A
N
N
E
L
T
O
I
N
S
U
R
E
R
U
N
O
F
F
DO
E
S
N
O
T
E
N
T
E
R
C
H
A
N
N
E
L
.
3.
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
D
I
S
C
U
S
S
A
P
P
R
O
P
R
I
A
T
E
F
O
R
D
DI
M
E
N
S
I
O
N
S
W
I
T
H
D
E
S
I
G
N
E
R
.
Pl
a
n
V
i
e
w
TOP OF BANK
16' MIN
MA
I
N
T
A
I
N
L
O
W
F
L
O
W
T
H
A
L
W
E
G
TH
R
O
U
G
H
C
R
O
S
S
I
N
G
22.
2
Te
m
p
o
r
a
r
y
S
t
r
e
a
m
C
r
o
s
s
i
n
g
-
F
o
r
d
No
t
t
o
S
c
a
l
e
NO
T
E
S
:
1.
RO
O
T
E
D
/
L
E
A
F
E
D
C
O
N
D
I
T
I
O
N
O
F
T
H
E
L
I
V
I
N
G
P
L
A
N
T
M
A
T
E
R
I
A
L
I
S
NO
T
R
E
P
R
E
S
E
N
T
A
T
I
V
E
O
F
T
H
E
T
I
M
E
O
F
I
N
S
T
A
L
L
A
T
I
O
N
.
2.
BO
T
T
O
M
O
F
F
I
R
S
T
C
O
M
P
A
C
T
E
D
E
A
R
T
H
L
I
F
T
T
O
B
E
P
L
A
C
E
D
6
"
AB
O
V
E
N
O
R
M
A
L
B
A
S
E
F
L
O
W
.
3.
NU
M
B
E
R
O
F
C
O
M
P
A
C
T
E
D
E
A
R
T
H
L
I
F
T
S
T
O
V
A
R
Y
D
E
P
E
N
D
I
N
G
O
N
DE
S
I
G
N
T
O
P
O
F
B
A
N
K
H
E
I
G
H
T
.
HEIGHT VARIES
18" TO 36"
2"
UP
H
I
L
L
Se
c
t
i
o
n
V
i
e
w
In
s
e
t
"
A
"
Ma
t
t
i
n
g
a
n
d
B
l
a
n
k
e
t
Ty
p
i
c
a
l
S
t
a
k
e
s
2"
15°
BA
S
E
F
L
O
W
ST
R
E
A
M
B
E
D
CO
M
P
A
C
T
E
D
S
O
I
L
1
2
"
T
O
1
8
"
T
H
I
C
K
LI
V
E
C
U
T
T
I
N
G
S
BI
O
D
E
G
R
A
D
A
B
L
E
E
R
O
S
I
O
N
CO
N
T
R
O
L
F
A
B
R
I
C
(
S
E
E
I
N
S
E
T
"
A
"
)
OP
T
I
O
N
A
L
L
I
V
E
F
A
S
C
I
N
E
BU
N
D
L
E
O
R
2
'
C
O
I
R
L
O
G
SE
C
U
R
E
D
W
I
T
H
3
6
"
S
T
A
K
E
S
.
IN
S
T
A
L
L
A
D
D
I
T
I
O
N
A
L
V
E
G
E
T
A
T
I
O
N
S
U
C
H
A
S
LI
V
E
S
T
A
K
E
S
,
R
O
O
T
E
D
S
E
E
D
L
I
N
G
S
,
A
N
D
E
T
C
.
OU
T
E
R
L
A
Y
E
R
2
6
O
Z
/
Y
D
²
CO
I
R
M
A
T
T
I
N
G
IN
N
E
R
L
A
Y
E
R
1
1
.
2
O
Z
.
/
Y
D
²
CO
C
O
N
U
T
F
I
B
E
R
B
L
A
N
K
E
T
RO
C
K
T
O
E
P
R
O
T
E
C
T
I
O
N
(C
L
A
S
S
B
-
V
A
R
I
E
S
P
E
R
ST
R
E
A
M
S
I
Z
E
)
32.
2
Ve
g
e
t
a
t
e
d
G
e
o
-
L
i
f
t
No
t
t
o
S
c
a
l
e
Pl
a
n
V
i
e
w
Po
o
l
I
n
s
t
a
l
l
a
t
i
o
n
w
/
R
o
o
t
W
a
d
s
T
O
P
O
F
B
A
N
K
TO
P
O
F
B
A
N
K
TO
E
O
F
S
L
O
P
E
NO
T
E
S
:
1.
BA
N
K
T
O
B
E
S
T
A
B
I
L
I
Z
E
D
T
H
A
T
W
I
L
L
A
C
C
O
M
M
O
D
A
T
E
T
H
E
S
I
Z
E
O
F
TR
A
N
S
P
L
A
N
T
T
O
B
E
P
L
A
C
E
D
.
2.
EX
C
A
V
A
T
E
T
R
A
N
S
P
L
A
N
T
.
E
X
C
A
V
A
T
E
T
H
E
E
N
T
I
R
E
R
O
O
T
M
A
S
S
A
N
D
AS
M
U
C
H
A
D
D
I
T
I
O
N
A
L
S
O
I
L
M
A
T
E
R
I
A
L
A
S
P
O
S
S
I
B
L
E
.
I
F
E
N
T
I
R
E
RO
O
T
M
A
S
S
C
A
N
N
O
T
B
E
E
X
C
A
V
A
T
E
D
I
N
O
N
E
B
U
C
K
E
T
L
O
A
D
,
T
H
E
TR
A
N
S
P
L
A
N
T
I
S
T
O
O
L
A
R
G
E
A
N
D
A
N
O
T
H
E
R
S
H
O
U
L
D
B
E
S
E
L
E
C
T
E
D
.
3.
PL
A
C
E
T
R
A
N
S
P
L
A
N
T
I
N
T
H
E
B
A
N
K
T
O
B
E
S
T
A
B
I
L
I
Z
E
D
S
O
T
H
A
T
VE
G
E
T
A
T
I
O
N
I
S
O
R
I
E
N
T
A
T
E
D
V
E
R
T
I
C
A
L
L
Y
.
4.
FI
L
L
I
N
A
N
Y
H
O
L
E
S
A
R
O
U
N
D
T
H
E
T
R
A
N
S
P
L
A
N
T
A
N
D
C
O
M
P
A
C
T
.
5.
AN
Y
L
O
O
S
E
S
O
I
L
L
E
F
T
I
N
T
H
E
S
T
R
E
A
M
S
H
O
U
L
D
B
E
R
E
M
O
V
E
D
.
6.
PL
A
C
E
M
U
L
T
I
P
L
E
T
R
A
N
S
P
L
A
N
T
S
C
L
O
S
E
T
O
G
E
T
H
E
R
S
U
C
H
T
H
A
T
T
H
E
Y
TO
U
C
H
.
Se
c
t
i
o
n
V
i
e
w
Ri
f
f
l
e
I
n
s
t
a
l
l
a
t
i
o
n
Se
c
t
i
o
n
V
i
e
w
Po
o
l
I
n
s
t
a
l
l
a
t
i
o
n
w
/
R
o
o
t
W
a
d
s
Pl
a
n
V
i
e
w
Ri
f
f
l
e
I
n
s
t
a
l
l
a
t
i
o
n
TO
P
O
F
B
A
N
K
FL
O
W
FL
O
W
RO
O
T
W
A
D
ER
O
S
I
O
N
C
O
N
T
R
O
L
MA
T
T
I
N
G
(
T
Y
P
.
)
TO
P
O
F
B
A
N
K
TR
A
N
S
P
L
A
N
T
E
D
V
E
G
E
T
A
T
I
O
N
AN
D
R
O
O
T
M
A
S
S
RO
O
T
W
A
D
W
I
T
H
M
I
N
I
M
U
M
8'
L
O
N
G
T
R
U
N
K
(
T
Y
P
)
CO
N
S
T
R
U
C
T
E
D
R
I
F
F
L
E
TR
A
N
S
P
L
A
N
T
E
D
V
E
G
E
T
A
T
I
O
N
AN
D
R
O
O
T
M
A
S
S
TO
P
O
F
B
A
N
K
ER
O
S
I
O
N
C
O
N
T
R
O
L
MA
T
T
I
N
G
(
T
Y
P
.
)
TR
A
N
S
P
L
A
N
T
E
D
V
E
G
E
T
A
T
I
O
N
AN
D
R
O
O
T
M
A
S
S
42.
2
Tr
a
n
s
p
l
a
n
t
e
d
V
e
g
e
t
a
t
i
o
n
No
t
t
o
S
c
a
l
e
Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
Date:Revisions:
1430 South Mint Street, Suite 104
Charlotte, NC 28203
Tel: 704.332.7754
License No. F-0831
D
R
A
F
T
X:\Shared\Projects\W50001_Bryson_City_Island_Park\Cadd\Plans\Details - Bryson.dwg May 8, 2023
005-50001
JB
JM
JM
2.3
2/7/2023
Bryson City Island Park
Details
IN
S
E
R
T
T
H
E
D
I
B
B
L
E
,
O
R
SH
O
V
E
L
,
S
T
R
A
I
G
H
T
D
O
W
N
IN
T
O
T
H
E
S
O
I
L
T
O
T
H
E
FU
L
L
D
E
P
T
H
O
F
T
H
E
B
L
A
D
E
AN
D
P
U
L
L
B
A
C
K
O
N
T
H
E
HA
N
D
L
E
T
O
O
P
E
N
T
H
E
PL
A
N
T
I
N
G
H
O
L
E
.
(
D
O
N
O
T
RO
C
K
T
H
E
S
H
O
V
E
L
B
A
C
K
AN
D
F
O
R
T
H
A
S
T
H
I
S
CA
U
S
E
S
S
O
I
L
I
N
T
H
E
PL
A
N
T
I
N
G
H
O
L
E
T
O
B
E
CO
M
P
A
C
T
E
D
,
I
N
H
I
B
I
T
I
N
G
RO
O
T
G
R
O
W
T
H
.
RE
M
O
V
E
T
H
E
D
I
B
B
L
E
,
O
R
SH
O
V
E
L
,
A
N
D
P
U
S
H
T
H
E
SE
E
D
L
I
N
G
R
O
O
T
S
D
E
E
P
IN
T
O
T
H
E
P
L
A
N
T
I
N
G
H
O
L
E
.
PU
L
L
T
H
E
S
E
E
D
L
I
N
G
B
A
C
K
UP
T
O
T
H
E
C
O
R
R
E
C
T
PL
A
N
T
I
N
G
D
E
P
T
H
(
T
H
E
RO
O
T
C
O
L
L
A
R
S
H
O
U
L
D
B
E
1
TO
3
I
N
C
H
E
S
B
E
L
O
W
T
H
E
SO
I
L
S
U
R
F
A
C
E
)
.
G
E
N
T
L
Y
SH
A
K
E
T
H
E
S
E
E
D
L
I
N
G
T
O
AL
L
O
W
T
H
E
R
O
O
T
S
T
O
ST
R
A
I
G
H
T
E
N
O
U
T
.
D
O
N
O
T
TW
I
S
T
O
R
S
P
I
N
T
H
E
SE
E
D
L
I
N
G
O
R
L
E
A
V
E
T
H
E
RO
O
T
S
J
-
R
O
O
T
E
D
.
IN
S
E
R
T
T
H
E
D
I
B
B
L
E
,
O
R
SH
O
V
E
L
,
S
E
V
E
R
A
L
I
N
C
H
E
S
IN
F
R
O
N
T
O
F
T
H
E
SE
E
D
L
I
N
G
A
N
D
P
U
S
H
T
H
E
BL
A
D
E
H
A
L
F
W
A
Y
I
N
T
O
TH
E
S
O
I
L
.
T
W
I
S
T
A
N
D
PU
S
H
T
H
E
H
A
N
D
L
E
FO
R
W
A
R
D
T
O
C
L
O
S
E
T
H
E
TO
P
O
F
T
H
E
S
L
I
T
T
O
H
O
L
D
TH
E
S
E
E
D
L
I
N
G
I
N
P
L
A
C
E
.
PU
S
H
T
H
E
D
I
B
B
L
E
,
O
R
SH
O
V
E
L
,
D
O
W
N
T
O
TH
E
F
U
L
L
D
E
P
T
H
O
F
TH
E
B
L
A
D
E
.
PU
L
L
B
A
C
K
O
N
T
H
E
HA
N
D
L
E
T
O
C
L
O
S
E
T
H
E
BO
T
T
O
M
O
F
T
H
E
PL
A
N
T
I
N
G
H
O
L
D
.
T
H
E
N
PU
S
H
F
O
R
W
A
R
D
T
O
C
L
O
S
E
TH
E
T
O
P
,
E
L
I
M
I
N
A
T
I
N
G
A
I
R
PO
C
K
E
T
S
A
R
O
U
N
D
T
H
E
RO
O
T
.
RE
M
O
V
E
T
H
E
D
I
B
B
L
E
,
O
R
SH
O
V
E
L
,
A
N
D
C
L
O
S
E
A
N
D
FI
R
M
U
P
T
H
E
O
P
E
N
I
N
G
WI
T
H
Y
O
U
R
H
E
E
L
.
B
E
CA
R
E
F
U
L
T
O
A
V
O
I
D
DA
M
A
G
I
N
G
T
H
E
S
E
E
D
L
I
N
G
.
NO
T
E
S
:
1.
AL
L
S
O
I
L
S
W
I
T
H
I
N
T
H
E
B
U
F
F
E
R
P
L
A
N
T
I
N
G
A
R
E
A
S
H
A
L
L
BE
D
I
S
K
E
D
,
A
S
R
E
Q
U
I
R
E
D
,
P
R
I
O
R
T
O
P
L
A
N
T
I
N
G
.
2.
AL
L
P
L
A
N
T
S
S
H
A
L
L
B
E
P
R
O
P
E
R
L
Y
H
A
N
D
L
E
D
P
R
I
O
R
T
O
IN
S
T
A
L
L
A
T
I
O
N
T
O
I
N
S
U
R
E
S
U
R
V
I
V
A
L
.
DI
B
B
L
E
B
A
R
PL
A
N
T
I
N
G
B
A
R
S
H
A
L
L
H
A
V
E
A
BL
A
D
E
W
I
T
H
A
T
R
I
A
N
G
U
L
A
R
CR
O
S
S
-
S
E
C
T
I
O
N
,
A
N
D
S
H
A
L
L
BE
1
2
I
N
C
H
E
S
L
O
N
G
,
4
I
N
C
H
E
S
WI
D
E
A
N
D
1
I
N
C
H
T
H
I
C
K
A
T
CE
N
T
E
R
.
RO
O
T
I
N
G
P
R
U
N
I
N
G
AL
L
R
O
O
T
S
S
H
A
L
L
B
E
PR
U
N
E
D
T
O
A
N
A
P
P
O
R
I
A
T
E
LE
N
G
T
H
T
O
P
R
E
V
E
N
T
J-
R
O
O
T
I
N
G
.
RE
S
T
O
R
E
D
CH
A
N
N
E
L
BA
N
K
F
U
L
L
BU
F
F
E
R
W
I
D
T
H
VA
R
I
E
S
SP
A
C
I
N
G
P
E
R
PL
A
N
T
I
N
G
P
L
A
N
Se
c
t
i
o
n
V
i
e
w
2x
C
O
N
T
A
I
N
E
R
W
I
D
T
H
1.5x CONTAINER
DEPTH
2'
T
Y
P
I
C
A
L
12.
3
Ba
r
e
R
o
o
t
P
l
a
n
t
i
n
g
No
t
t
o
S
c
a
l
e
22.
3
Co
n
t
a
i
n
e
r
P
l
a
n
t
i
n
g
No
t
t
o
S
c
a
l
e
TO
P
O
F
B
A
N
K
LI
V
E
S
T
A
K
E
(
T
Y
P
)
SE
E
P
L
A
N
V
I
E
W
FO
R
S
P
A
C
I
N
G
ER
O
S
I
O
N
C
O
N
T
R
O
L
MA
T
T
I
N
G
(S
E
E
D
E
T
A
I
L
)
Pl
a
n
V
i
e
w
-
S
m
a
l
l
S
t
r
e
a
m
s
2' TO 3' LIVE STAKE
TAPERED AT BOTTOM
1/
2
"
T
O
2
"
DI
A
M
E
T
E
R
Li
v
e
S
t
a
k
e
D
e
t
a
i
l
NO
T
E
:
1.
LI
V
E
S
T
A
K
E
S
T
O
B
E
P
L
A
N
T
E
D
I
N
A
R
E
A
S
AS
S
H
O
W
N
O
N
P
L
A
N
S
A
N
D
D
I
R
E
C
T
E
D
BY
T
H
E
E
N
G
I
N
E
E
R
.
TO
E
O
F
S
L
O
P
E
JU
N
C
U
S
P
L
U
G
(
T
Y
P
)
6'
-
8
'
S
P
A
C
I
N
G
F
O
R
L
I
V
E
S
T
A
K
E
S
3'
-
5
'
S
P
A
C
I
N
G
F
O
R
J
U
N
C
U
S
P
L
U
G
S
3'
O
U
T
S
I
D
E
T
O
P
O
F
B
A
N
K
TO
E
O
F
S
L
O
P
E
Pl
a
n
V
i
e
w
-
L
a
r
g
e
S
t
r
e
a
m
s
6'
-
8
'
S
P
A
C
I
N
G
F
O
R
L
I
V
E
S
T
A
K
E
S
3'
-
5
'
S
P
A
C
I
N
G
F
O
R
J
U
N
C
U
S
P
L
U
G
S
2
-
3
'
S
P
A
C
I
N
G
F
O
R
L
I
V
E
S
T
A
K
E
S
TO
P
O
F
B
A
N
K
TO
E
O
F
S
L
O
P
E
Se
c
t
i
o
n
V
i
e
w
-
L
a
r
g
e
S
t
r
e
a
m
s
TO
P
O
F
B
A
N
K
ER
O
S
I
O
N
C
O
N
T
R
O
L
MA
T
T
I
N
G
(S
E
E
D
E
T
A
I
L
)
TO
E
O
F
S
L
O
P
E
JU
N
C
U
S
P
L
U
G
(
T
Y
P
)
Se
c
t
i
o
n
V
i
e
w
-
S
m
a
l
l
S
t
r
e
a
m
s
LI
V
E
S
T
A
K
E
(
T
Y
P
)
SE
E
P
L
A
N
V
I
E
W
FO
R
S
P
A
C
I
N
G
3'
32.
3
Li
v
e
S
t
a
k
i
n
g
a
n
d
J
u
n
c
u
s
P
l
u
g
s
No
t
t
o
S
c
a
l
e
64'
3
6
'
B
R
Y
S
O
N
S
T
R
E
E
T
NO
T
E
S
:
1.
PR
O
V
I
D
E
T
U
R
N
I
N
G
R
A
D
I
U
S
S
U
F
F
I
C
I
E
N
T
T
O
A
C
C
O
M
M
O
D
A
T
E
LA
R
G
E
T
R
U
C
K
S
.
5.
LO
C
A
T
E
C
O
N
S
T
R
U
C
T
I
O
N
E
N
T
R
A
N
C
E
A
T
A
L
L
P
O
I
N
T
S
O
F
I
N
G
R
E
S
S
AN
D
E
G
R
E
S
S
U
N
T
I
L
S
I
T
E
I
S
S
T
A
B
I
L
I
Z
E
D
.
P
R
O
V
I
D
E
F
R
E
Q
U
E
N
T
CH
E
C
K
S
O
F
T
H
E
D
E
V
I
C
E
A
N
D
T
I
M
E
L
Y
M
A
I
N
T
E
N
A
N
C
E
.
6.
MU
S
T
B
E
M
A
I
N
T
A
I
N
E
D
I
N
A
C
O
N
D
I
T
I
O
N
W
H
I
C
H
W
I
L
L
P
R
E
V
E
N
T
TR
A
C
K
I
N
G
O
R
D
I
R
E
C
T
F
L
O
W
O
F
M
U
D
O
N
T
O
S
T
R
E
E
T
S
.
PE
R
I
O
D
I
C
T
O
P
D
R
E
S
S
I
N
G
W
I
T
H
S
T
O
N
E
W
I
L
L
B
E
N
E
C
E
S
S
A
R
Y
.
7.
AN
Y
M
A
T
E
R
I
A
L
T
R
A
C
K
E
D
O
N
T
O
T
H
E
R
O
A
D
W
A
Y
M
U
S
T
B
E
CL
E
A
N
E
D
I
M
M
E
D
I
A
T
E
L
Y
.
8.
US
E
C
L
A
S
S
A
S
T
O
N
E
O
R
O
T
H
E
R
C
O
A
R
S
E
A
G
G
R
E
G
A
T
E
AP
P
R
O
V
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
.
9.
PL
A
C
E
F
I
L
T
E
R
F
A
B
R
I
C
B
E
N
E
A
T
H
S
T
O
N
E
.
42.
3
Co
n
s
t
r
u
c
t
i
o
n
E
n
t
r
a
n
c
e
No
t
t
o
S
c
a
l
e
RE
I
N
F
O
R
C
E
E
X
I
S
T
I
N
G
G
R
A
V
E
L
D
R
I
V
E
W
A
Y
W
I
T
H
CL
A
S
S
A
S
T
O
N
E
,
8
"
M
I
N
I
M
U
M
D
E
P
T
H
.
UP
O
N
C
O
M
P
L
E
T
I
O
N
,
R
E
-
G
R
A
V
E
L
A
N
D
RE
-
G
R
A
D
E
,
A
S
N
E
E
D
E
D
-
(
A
R
E
A
I
S
P
A
R
T
O
F
T
C
E
)
PE
D
E
S
T
R
I
A
N
B
R
I
D
G
E