20100123 Ver 1_Year 0 Monitoring Report_2016_20170119

FINAL
AS -BUILT BASELINE
MONITORING REPORT
NEIGHBORS BRANCH/WALTON CRAWLEY BRANCH
STREAM & WETLAND RESTORATION SITE
NCDMS Project No. 92872
Contract No. D09023
USACE Action ID No. SAW -2009-917 & NCDWR Project No. 10-0122
SCO No. 08-07308-01
McDowell County, North Carolina
Data Collection: April 2016
Submission: July 2016
PREPARED FOR:
N.C. DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF MITIGATION SERVICES
1601 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1601

FINAL
AS -BUILT BASELINE
MONITORING REPORT
NEIGHBORS BRANCH/WALTON CRAWLEY BRANCH
STREAM & WETLAND RESTORATION SITE
NCDMS Project No. 92872
Contract No. D09023
USACE Action ID No. SAW -2009-917 & NCDWR Project No. 10-0122
SCO No. 08-07308-01
McDowell County, North Carolina
Data Collection: April 2016
Submission: July 2016
PREPARED BY:
AXIOM ENVIRONMENTAL, INC.
218 SNOW AVENUE
RALEIGH, NORTH CAROLINA 27603
JULY 2016

PROJECT SUMMARY
The North Carolina Division of Mitigation Services (NCDMS) has established the Neighbors
Branch/Walton Crawley Branch Stream and Wetland Restoration Site (Site). The primary goals of the
project focused on improving water quality and long term stability by reducing nutrient loading from the
on-site cattle and horse operation, reducing excess sedimentation input from Site channel banks and
contributing non jurisdictional tributaries/drainages, reducing excess sedimentation from Site access roads
and deteriorated crossings, increasing the attenuation of floodwater flows, reintroducing natural watershed
flows to Walton Crawley Branch by removing a pond and restoring the channel through its natural valley,
and restoring and enhancing aquatic and riparian habitat. Long term stability will be evidenced by channels
maintaining stable inverts and banks over an extended period of time.
These goals were accomplished through the following objectives.
• Reduce point (i.e. cattle/horses directly accessing the channel) and non -point source (i.e.
stormwater runoff through pastures) pollution associated with an on-site cattle and horse operation
by exclusionary fencing from the stream and riparian buffer, and by providing a vegetative buffer
on stream banks and adjacent floodplains to treat nutrient enriched surface runoff from adjacent
pastureland.
• Stabilize degraded portions of on-site streams, eroding ephemeral/stormwater channels, and
existing maintained dirt roads to reduce sediment inputs. Stabilization methods included:
o Restoring a stable dimension, pattern, and profile to selected sections of channels to ensure
the channel will transport and attenuate watershed flows and sediment loads without
aggrading or degrading.
o Stabilize selected channel banks by excavating bankfull benches, placing stream structures
to reduce shearing forces on outside meander bends, and planting native vegetative species
to provide soil stability.
o Stabilize ephemeral/stormwater channels by planting native vegetation along eroded banks
and floodplain and constructing stabilization weirs through the channel valley to lower
facet slopes and decrease erosion.
o Place gravel along existing degraded soil roads that are situated adjacent to Site streams.
• Reintroduce natural watershed flows to Walton Crawley Branch by restoring the channel through
the low point of the natural valley and removing a dam that impedes natural down valley flows.
• Improve aquatic habitat by enhancing stream bed variability, providing shading/cover areas within
the stream channel, and introducing woody debris in the form of rootwads, log vanes, and log sills.
• Enhance fish passage within Neighbors Branch and Walton Crawley Creek. This was accomplished
by eliminating a pond and restoring the stream through the natural valley and by restoring
Neighbors Branch and replacing an existing perched culvert to allow fish passage upstream.
• Enhance riparian wildlife habitat by:
o Fencing cattle out of existing wetlands and planting impacted wetlands with native
vegetative species. Wetlands were also restored by raising Site stream inverts to allow
groundwater tables to rise throughout the affected valleys.
o Fencing livestock out of existing and restored riparian buffers as well as installing
alternative watering devices that will ensure livestock have sufficient watering areas. This
is detailed further in the Farm Management Plans completed for the Site by NCDMS.
o Vegetating the existing fescue dominated riparian buffers with native trees, shrubs, herbs,
and grasses. Forest vegetation species were selected by studying a Reference Forest
Ecosystem located on-site and reviewing Montane Alluvial Forest species listed in
Classification of the Natural Communities of North Carolina: Third Approximation
(Schafale and Weakley 1990).
• Creating wildlife corridors through agricultural lands which have significantly dissected the
landscape. The corridors will provide connectivity to a diversity of habitats including mature forest,
early successional forest, stream -side forest, riparian wetlands, and uplands.
Asbuilt Baseline Monitoring Report (Final) Executive Summary page i
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site

Stream Success Criteria: Success criteria for stream restoration will include 1) successful classification
of the reach as a functioning stream system (Rosgen 1996) and 2) channel variables indicative of a stable
stream system.
Collected data will be utilized to determine the success in restoring stream channel stability. Specifically,
the width -to -depth ratio and bank -height ratios should be indicative of a stable or moderately unstable
channel with minimal changes in cross-sectional area, channel width, and/or bank erosion along the
monitoring reach. In addition, channel abandonment and/or shoot cutoffs must not occur and sinuosity
values must remain relatively constant. Visual assessment of instream structures will be conducted to
determine if failure has occurred. Failure of a structure may be indicated by collapse of the structure,
undermining of the structure, abandonment of the channel around the structure, and/or stream flow beneath
the structure.
Stream Dimension: General maintenance of a stable cross-section and hydrologic access to the
floodplain features over the course of the monitoring period will generally represent success in
dimensional stability. Some changes in dimension (such as lowering of bankfull width) should be
expected. Riffle cross-sections should generally maintain a bank -height ratio approaching 1.0, with
some variation in this ratio naturally occurring. Pool cross-sections naturally adjust based on recent
flows and time between flows, therefore more leeway on pool cross-section geometry is expected.
Stream Pattern and Profile: The profile should not demonstrate significant trends towards
degradation or aggradation over a significant portion of a reach. Additionally, bed form variables
should remain noticeably intact and consistent with original design parameters that were based off
of reference conditions. Pattern features should show little adjustment over the standard 5 -year
monitoring period and will be monitored to ensure adjustment is minor prior to close out.
Substrate: Substrate measurements should indicate the progression towards or the maintenance of
the known distributions from the design phase.
Sediment Transport: There should be an absence of any significant trend in the aggradational or
depositional potential of the channel.
Hydraulics: A minimum of two bankfull events must be documented within the standard 5 -year
monitoring period. The two bankfull events shall occur within separate years.
Vegetation Success Criteria: Success criteria have been established to verify that the vegetation
component supports community elements necessary for forest development. Success criteria are dependent
upon the density and growth of characteristic forest species. An average density of 320 stems per acre of
planted stems must be surviving in the first three monitoring years. Subsequently, 290 planted stems per
acre must be surviving in year 4 and 260 planted stems per acre in year 5.
Wetland Hydrology Success Criteria: Target hydrological characteristics include saturation or
inundation for 5 to 12.5 percent of the growing season, during average climatic conditions. During growing
seasons with atypical climatic conditions, groundwater gauges in reference wetlands may dictate threshold
hydrology success criteria (75 percent of reference). These areas are expected to support hydrophytic
vegetation. If wetland parameters are marginal as indicated by vegetation and/or hydrology monitoring, a
jurisdictional determination will be performed.
The Site is located approximately six miles southeast of the town of Marion (Figure 1, Appendix B). The
Site is situated due southwest of the intersection of Deer Park Road and Harmony Grove Road in McDowell
County, North Carolina and is located within the United States Geological Survey (USGS) Hydrologic Unit
Asbuilt Baseline Monitoring Report (Final) Executive Summary page ii
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site

and Targeted Local Watershed 03050101040010 (North Carolina Division of Water Quality Subbasin 03-
08-30) of the Catawba River Basin and will service USGS 8 -digit Cataloging Unit 03050101.
The contributing watersheds are characterized primarily by forest land (approximately 84 percent of the
total area) with pasture at the lower elevations (approximately 10 percent of the total area) and low-density
residential development scattered along the outer fringes of the watershed. Impervious surfaces appear to
account for approximately one percent of the watershed land surface. Prior to Site construction, riparian
vegetation had been removed, stream channels were manipulated, and hoof shear from livestock on stream
banks and floodplain soils was responsible for degraded water quality and unstable channel characteristics
(stream entrenchment, erosion, and bank collapse).
Project mitigation efforts resulted in the following:
• Restore 2456 linear feet of Site streams
• Enhance (Level I) 202 linear feet of Site streams
• Enhance (Level I1) 1863 linear feet of Site streams
• Preserve 3139 linear feet of Site streams
• Restore 0.52 acre of existing hydric soils to riparian wetlands
• Enhance 1.62 acres of riparian wetlands
• Preserve 1.29 acres of riparian wetlands
The Muddy Creek Restoration Partnership (Partnership) was formed in 1998 to address impacts to the
Muddy Creek Watershed. The Partnership completed the Muddy Creek Watershed Restoration Initiative
Feasibility Report and Restoration Plan (Watershed Plan) for the Muddy Creek Watershed in December
of 2003 (MCRP 2003). Since 2004 NCDMS has informally participated in the Partnership by implementing
priority projects named by the partnership and adopted the 2003 report as part of its Local Watershed Plan
(LWP). The NCDMS's Upper Catawba River Basin Restoration Priorities (2009) identifies North Muddy
Creek as a Targeted Local Watershed (TLW). The Site is located within the North Muddy Creek
Watershed. In 2008 NCDMS contracted with a consulting firm to conduct outreach programs with
landowners and identify additional project sites in the Muddy Creek Watershed.
The primary goals identified by the Partnership's Watershed Plan include the following.
1. Restore the Watershed to its Full Intended Use
2. Restore Riparian Buffers
3. Enhance Open Space Preservation
4. Improve Water Quality
5. Restore Physical Habitat
6. Establish a Trout Fishery
The Watershed Plan listed the following components of watershed restoration to be expected:
1. Natural Channel Design Stream Restoration
2. Riparian Reforestation
3. Livestock Exclusion
4. Riparian Forest Preservation
These four components were included within the Neighbors Branch/Walton Crawley Branch Site
Mitigation Plan (NCDMS 2013). The project restored the watershed to its full intended use by restoring a
stream, floodplain, and riparian wetland ecosystem through stream and wetland restoration, enhancement
and preservation. The project restored riparian buffers through revegetation of buffer zones with native
riparian and wetland species along all Site streams. The project enhanced open space preservation by
placing Site streams, wetlands, and their buffers into a permanent conservation easement. The overall Site
Asbuilt Baseline Monitoring Report (Final) Executive Summary page iii
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site

helps improve water quality by reducing sedimentation in on -Site streams and planted a vegetated riparian
buffer that filters nutrients from adjacent pasturelands. Additionally, exclusionary fencing and alternate
watering devices removed livestock from accessing on-site channels and riparian buffers. The project
restored and enhanced physical habitat for both aquatic and terrestrial species by planting native vegetation
along stream banks and riparian buffers, creating wildlife corridors through a dissected landscape, and
restoring bedform variability to Site streams. The stabilization of streams and buffers in the project area
enhanced water quality in downstream receiving waters, which should help in the re-establishment of the
watershed's ability to host trout and enhance their ability to propagate.
Site design was completed on March 7, 2013. Site construction and planting were completed in December
2015. Completed project activities, reporting history, completion dates, project contacts, and project
attributes are summarized in Tables 1-4 (Appendix A).
Asbuilt Baseline Monitoring Report (Final) Executive Summary page iv
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site

TABLE OF CONTENTS
PROJECT SUMMARY...............................................................................
1.0 METHODS......................................................................................
2.0 REFERENCES................................................................................
APPENDICES
Appendix A. Background Tables
Table 1. Project Components and Mitigation Units
Table 2. Project Activity and Reporting History
Table 3. Project Contacts Table
Table 4. Project Attributes Table
Appendix B. Visual Assessment Data
Figure 1. Site Location
Figures 2, 2A -2B. Current Conditions Plan View
Figures 3, 3A -3B. Project Assets
Stream Fixed Station Photo Points
Vegetation Plot Photographs
Appendix C. Vegetation Data
Table 5. Planted Bare Root Woody Vegetation
Table 6. Total Planted Stems by Plot and Species
Appendix D. Stream Measurement and Geomorphology Data
Cross-section Plots
Longitudinal Profile Plots
Substrate Plots
Tables 7A -7B. Baseline Morphology and Hydraulic Summary
Tables 8A -8D. Morphology and Hydraulic Monitoring Summary
Appendix E. As -built Plan Sheets
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
....................................... t
...................................... 1
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Table of Contents page i

1.0 METHODS
Monitoring of restoration efforts will be performed for five years, or until success criteria are fulfilled.
Monitoring is proposed for the stream channel, vegetation, and wetland hydrology. In general, the
restoration success criteria, and required remediation actions, are based on the Stream Mitigation Guidelines
(USACE et al. 2003). Monitoring features are described below and are depicted on Figure 2 (Appendix B).
Streams
The restored stream reaches are proposed to be monitored for geometric activity as follows.
• 1750 linear feet of stream profile
• 5 riffle cross-sections
• 3 pool cross-section
The data will be presented in graphic and tabular format. Data to be presented will include 1) cross-
sectional area, 2) bankfull width, 3) average depth, 4) maximum depth, 5) width -to -depth ratio, 6) meander
wavelength, 7) belt -width, 8) water surface slope, and 9) sinuosity. Substrate analysis will be evaluated
through pebble counts at five cross sections and data presented as a D50 for stream classification and
tracking purposes. The stream will subsequently be classified according to stream geometry and substrate
(Rosgen 1996). Significant changes in channel morphology will be tracked and reported by comparing data
in each successive monitoring year. Annual photographs will include 43 fixed station photographs
(Appendix B). In addition, the Site contains two stream crest gauges to assist with documentation of
bankfull events.
Vegetation
Restoration monitoring procedures for vegetation will monitor plant survival and species diversity. Planted
areas within the Site include approximately 12.3 acres. After planting of the area was completed, eight
vegetation plots were installed and monitored at the Site; baseline results can be found in Appendix C.
Annual measurements of vegetation will consist of the following.
• 10 plant warranty inspection plots (only monitoring years 1-3)
• 8 CVS vegetation plots
A photographic record of plant growth should be included in each annual monitoring report; baseline
photographs are included in Appendix B. During the first year, vegetation will receive a cursory, visual
evaluation on a periodic basis to ascertain the degree of overtopping of planted elements by nuisance
species. Subsequently, quantitative sampling of vegetation will be performed as outlined in the CVS-EEP
Protocol for Recording Vegetation, Version 4.2 (Lee et al. 2008) in September of the first monitoring year
and annually between June 1 and September 30 for the remainder of the monitoring period until vegetation
success criteria are achieved.
Wetland Hydrolo2y
Two groundwater monitoring gauges were installed to take measurements after hydrological modifications
were performed at the Site. Hydrological sampling will occur quarterly throughout the growing season.
Approximate locations of gauges are depicted on Figure 2 (Appendix B).
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Page 1

►wli401X15171140[".1
Lee, M.T., R.K. Peet, S.D. Roberts, and T.R. Wentworth. 2008. CVS-EEP Protocol for Recording
Vegetation. Version 4.2. North Carolina Department of Environment and Natural Resources,
Ecosystem Enhancement Program. Raleigh, North Carolina.
Muddy Creek Restoration Partners (MCRP), 2003. Feasibility Report and Restoration Plan for the Muddy
Creek Watershed.
North Carolina Division of Mitigation Services (NCDMS). 2013. Neighbor Branch/Walton Crawley
Branch Stream and Wetland Mitigation Site Mitigation Plan. North Carolina Department of
Environment and Natural Resources, Ecosystem Enhancement Program. Raleigh, North
Carolina.
North Carolina Ecosystem Enhancement Program (NCEEP). 2009. Upper Catawba River
BasinRestoration Priorities 2009 (online). Available:
http://www.nceep.net/services/restplans/Upper_Catawba_RBRP_2009.pdf [March 12, 2009].
North Carolina Department of Environment and Natural Resources, Raleigh, North Carolina.
Rosgen D. 1996. Applied River Morphology. Wildland Hydrology. Pagosa Springs, Colorado.
Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina:
Third Approximation. North Carolina Natural Heritage Program, Division of Parks and
Recreation, North Carolina Department of Environment, Health, and Natural Resources. Raleigh,
North Carolina.
United States Army Corps of Engineers (USACE), United States Environmental Protection Agency
(USEPA), North Carolina Wildlife Resources Commission (NCWRC), Natural Resources
Conservation Service (MRCS), and North Carolina Division of Water Quality (NCDWQ). 2003.
Stream Mitigation Guidelines. State of North Carolina.
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Page 2

Appendix A.
Background Tables
Tablet. Project Mitigation Components
Table 2. Project Activity and Reporting History
Table 3. Project Contacts Table
Table 4. Project Attributes Table
Asbuilt Baseline Monitoring Report (Final) Appendices
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site

Table 1. Project Components and Mitigation Credits
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site/ DMS Number 92872
Mitigation Credit Summations
Stream
Riparian Wetland
Nonriparian Wetland
Buffer
Nitrogen Offset
Phosphorous Offset
3964
1.59
---
---
---
---
Projects
Components
Project Component—or-Reach
Existing
Restoration
Restoration
Mitigation
Mitigation
ID
Stationing
Footage or
Footage or
Level/Equivalent
Ratio
Credits
Comment
Acreage
Acreage
Channel returned to natural valley. The easement
15+40 —27+36
1196
break at the road crossing has been removed from
Walton Crawley
0+37 — 21+68)
1231-35 =
Restoration (PI)
1:1
1196
credit summation.
1196
Removed 35 feet from credit calculations for
2498
road crossing.
Walton Crawley
29+11 —29+23
12
Enhance I
1.5:1
8
Bank grading and stabilization.
27+36 —29+11
Fence cattle out of easement area and remove
Walton Crawley
29+23 —29+90
242
Enhance Il
2.5:1
97
invasive plants. The easement break at 29+90
has been removed from credit summation.
Walton Crawley
10+00 —15+40
1051
Preservation
5:1
210
The easement break has been removed from
29+90 —35+01
credit summation.
UT 1 Walton Crawley
18+13 — 20+01
188
Restoration (PI)
1:1
188
Restore channel through existing pond and
As -built Plan Stationing
(10+00 — 11+88)
872
188
reconnect to Walton Crawley.
UT 1 Walton Crawley
14+83 —18+13
330
Enhance Il
2.5:1
132
Fence cattle out of easement area and remove
invasive plants.
UT 1 Walton Crawley
10+00 — 14+83
483
Preservation
5:1
97
The easement break has been removed from
credit summation.
10+00 —13+83
UT 2 Walton Crawley
(10+00 — 13+83)
549
Restoration (PI)
1:1
549
Channel routed to the center of the valley, away
As -built Plan Stationing
16+36 —18+02
549
from toe of slope.
(10+00 — 11+66)
600
UT 2 Walton Crawley
13+83 —16+36
253
Enhance II
2.5:1
101
Fence cattle out of easement area and remove
invasive plants.
Channel routed through low point of valley and
523
invert raised from perched culvert. The easement
Neighbors Branch
24+74 —29+97
559 — 36 =
Restoration (PI)
11
523
break at the road crossing has been removed from
As -built Plan Stationing
(09+93 —15+52)
523
credit summation.
2262
Removed 36 feet from credit calculations for
road crossing.
Place channel structure and stabilize bank. The
Neighbors Branch
18+89 — 19+09
20
Enhance I
1.5:1
13
easement break has been removed from credit
summation.
Asbuilt Baseline Monitoring Report (Final) Appendices
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site

Asbuilt Baseline Monitoring Report (Final) Appendices
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
18+69—
18+89
Fence cattle out of easement area and matt, seed,
Neighbors Branch
19+09 —24+74
927
Enhance II
2.5:1
371
and plant vegetation on scoured banks.
29+97 —33+39
Neighbors Branch
09+67 —18+69
902
Preservation
5:1
180
The easement break has been removed from
credit summation.
10+56 —10+95
UT 1 Neighbors Branch
11+50 —12+81
170
Enhance I
1.5:1
113
Bank grading and stabilization.
As -built Plan Stationing
(10+06
—10+44
170
10+77 —12+09)
281
UT 1 Neighbors Branch
10+00 —10+56
111
Enhance II
2.5:1
44
Fence cattle out of easement area and plant
10+95 —11+50
vegetation.
UT 3 Neighbors Branch
11+72—
18+75
703
703
Preservation
5:1
141
---
Riparian Wetland
---
0.0
0.52
Restoration
1:1
0.52
Restore hydrology to hydric soils adjacent to
Neighbors Branch.
Riparian Wetland
---
1.62
1.62
Enhancement
2:1
0.81
Plant native vegetation on impacted wetlands and
fence cattle.
Riparian Wetland
---
1.29
1.29
Preservation
5:1
0.26
---
Length and Area Summations
Restoration Level
Stream (linear footage)
Riparian
Wetland (acreage)
Nonriparian Wetland
Buffer (square feet) Upland (acres)
(acreage)
Riverine
Non-Riverine
Restoration
2,456
0.52
--
Enhancement (Level 1)
202
1.62
--
Enhancement (Level II)
1,863
--
--
Preservation
3,139
1.29
--
Totals
7,660
3.43
--
Mitigation Units
3,964 SMUs
1.59 Riparian
0.00 Nonriparian
WMUs
WMUs
BMP Elements
Element
Location
Purpose/Function
Notes
Asbuilt Baseline Monitoring Report (Final) Appendices
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site

Table 2. Project Activity and Reporting History
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site / DMS Number 92872
Activity or Deliverable
Data Collection
Complete
Completion
or Deliver
Project Institution
5121 Kingdom Way, Suite 100
Mitigation Plan
April 2009
March 7, 2013
Permits Issued
Construction Plans and Sediment and
Florence & Hutcheson Engineering
Final Design — Construction Plans
(Now HDR)
April 2014
Construction
--
December 2015
Temporary S&E Mix applied to Entire Project Site
--
December 2015
Permanent Seed Mix applied to the Entire Project Site
--
December 2015
Bare Root; Containerized; and B&B Plantings for the
Entire Project Site
December 2015
Baseline Monitoring Document (Year 0 Monitoring
Baseline)
April 2016
July 2016
Year 1 Monitoring
Raleigh, NC 27615
Year 2 Monitoring
As -built Surveyor
Turner Land Surveying. PLLC
Year 3 Monitoring
3719 Benson Drive
Year 4 Monitoring
Elisabeth Turner [phone]
Year 5 Monitoring
Axiom Environmental, Inc.
Table 3. Project Contact Table
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site / DMS Number 92872
Designer
Florence & Hutcheson Engineering
(Now HDR)
5121 Kingdom Way, Suite 100
Raleigh, NC 27607
Kevin Williams [phone]
Construction Plans and Sediment and
Florence & Hutcheson Engineering
Erosion Control Plans
(Now HDR)
5121 Kingdom Way, Suite 100
Raleigh, NC 27607
Kevin Williams [phone]
Construction Contractor
Carolina Environmental Contracting, Inc.
Mount Airy, NC
[phone]
Planting Contractor
Keller Environmental
7291 Haymarket Lane
Raleigh, NC 27615
Jay Keller [phone]
As -built Surveyor
Turner Land Surveying. PLLC
3719 Benson Drive
Raleigh, NC 27609
Elisabeth Turner [phone]
Baseline Data Collection
Axiom Environmental, Inc.
218 Snow Avenue
Raleigh, NC 27603
Grant Lewis [phone]
Asbuilt Baseline Monitoring Report (Final) Appendices
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site

Table 4. Project Baseline Information and Attributes
Neiehbors Branch/Walton Crawlev Branch Stream and Wetland Restoration Site / DMS Number 92872
Project Information
Project name Neighbors Branch/Walton Crawley Branch Mitigation Site
Project county McDowell County, North Carolina
Project area (Acres) 33.4
Project coordinates (lat/long) 35.6599°N, 81.9002°W
Project Watershed Summary Information
Physiographic region Blue Ridge
Project river basin Catawba River Basin
USGS hydrologic unit (8 digit) 03050101
NCDWQ Sub -basin 03-08-30
Project drainage area (acres) 678
% Drainage area impervious < 1%
CGIA land use classification ----
Reach
Summary Information
Parameters
Walton
UTs to Walton Crawley
UTs to Neighbors
Neighbors
Crawley
Branch
Branch
Branch
Branch
UT 1
UT 2
UT 1
UT 3
Length of reach (linear feet)
2529
1001
802
2339
281
875
Valley classification
VIII
II
II
VIII
II
II
Drainage area (acres)
458
29
20
220
13
15
NCDWQ stream identification
18.5
25
25
33.5
23.5
16.5
score
NCDWQ water quality
C
C
C
C
C
C
classification
Morphological description
B4/5c-G4/5
E5
E5 -G5
E5/4 -G5/4
E5/4
E5
(stream type)
Design Rosgen stream type
C4
E/C5
E/C5
C4
E5/4
E5
Evolutionary trend
Design approach (P1, P2 P3, E
�
PI EI EII
� �
PI EI EII,
'
P
PI, Ell, & P
PI &EII
P
EI &EII
P
etc.)
&
&
Elsinboro,
Evard,
Hayesville,
Underlying mapped soils
Evard,
Evard
Evard
Hayesville
Hayesville
Iotla
Hayesville
Well / SW
Drainage class
Well
Well
Well
Well
Well
Poorly
Nonhydric /Nonhydric
Soil hydric status
Nonhydric
Nonhydric
Nonhydric
Nonhydric
Hydric
Slope
0.0340
0.0380
0.0545
0.0260
0.0820
0.0656
Not
Not
Not
Not
FEMA classification
Not Mapped
Not Mapped
Mapped
Mapped
Mapped
Mapped
Forest /
Forest /
Native vegetation community
Forest
Forest
Forest
Forest
Pasture
Pasture
% Composition of exotic invasive
<5
<5
<5
<5
<5
<5
spp.
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices
Wetland Summary Information
Walton
UTs to Walton Crawley
UTs to Neighbors
Neighbors
Parameters
Crawley
Branch
Branch
Branch
UT 1
UT 2
UT 1
UT 3
Branch
Size of wetland (acres)
0.95
0.37
N/A
1.88
0.23
N/A
Riparian
Riparian
Riparian
Riparian
Wetland type
N/A
N/A
Riverine
Riverine
Riverine
Riverine
Mapped soil series
Wehadkee
Wehadkee
N/A
Wehadkee
Wehadkee
N/A
Drainage class
poorly
poorly
N/A
poorly
poorly
N/A
Soil hydric status
hydric
hydric
N/A
hydric
hydric
N/A
Overbank
Overbank
Overbank
Overbank
Source of hydrology
N/A
N/A
and springs
and springs
and springs
and springs
Drained/
Hydrologic impairment
Cleared
Invasives
N/A
Cleared/
Invasives
N/A
Invasives
Forest /
Forest /
Native vegetation community
Forest
N/A
Forest
N/A
Pasture
Pasture
% Composition of exotic invasive
<5
<5
N/A
<5
<5
N/A
spp.
Reg latory Considerations
Supporting
Regulation
Applicable?
Resolved?
Documentation
Waters of the US — Section 404
Yes
Yes
SAW -2009-917
Waters of the US — Section 401
Yes
Yes
SAW -2009-917
No Effect —
Endangered Species Act
Yes
Yes
CE Document
Historic Preservation Act
Yes
Yes
CE Document
Coastal Zone Management Act
No
NA
NA
(CZMA/CAMA)
FEMA Floodplain Compliance
No
NA
NA
Essential Fisheries Habitat
No
NA
NA
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Appendix B
Visual Assessment Data
Figure 1. Site Location
Figures 2, 2A-213. Current Conditions Plan View
Figures 3, 3A-313. Project Assets
Stream Fixed Station Photo Points
Vegetation Plot Photos
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

�I�t ,
spm �-._ -,5"-•.'r:rf1 J �. :hF� .e ��-•,al�i,q�q'r i ,.._ 1�!f/ ��' •�<0 �� o
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-
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# 92872
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Title:
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Project No.:
12-004.21
USGS 7.5 Minute Topographic Map (Marion E NC Quad)
- - ;
Directions to the Site from Raleigh:
Follow Interstate 40 West for approximately 193.8 miles,
From Interstate 40 take exit 90 (towards Nebo/Lake James) onto Harmony Grove Road (SR1760),
- Head southeast on Harmony Grove Road (SR 1760) for approximately 1.5 miles,
Continue onto Walnut Grove Drive (gravel road) at the intersection with Deer Park Road,
Follow Walnut Grove Drive forapproximately0.5 mile to the Site.
4
Copyright ©2013 National Geographic Site Latitude/Longitude: 35.65990N, 81.9002W (NAD3/WGS84)
- Societ i -cubed .�
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FIGURE
1

--
I
500
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Axion) Envimnasenw, onc,
Prepared for:
NC Department of
Environmental
Quality
,+
Division of
Mitigation
Services
Project:
Neighbors Branch/
Walton Crawley
Branch Stream
and Wetland
Restoration Site
DMS Project
# 92872
McDowell County, NC
Title:
d
Current Conditions
Plan View
Legend
Conservation Easement Boundary
Streams
1,000 2,000
= Feet
Drawn by:
n KRJ
Date:
,p APR 2016
Scale:
` 1:5500
Project No.:
12-004.21
FIGURE
2

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Prepared for:
NC Department of
Environmental
Quality
,+
Division of
Mitigation
Services
Project:
Neighbors Branch/
Walton Crawley
Branch Stream
and Wetland
Restoration Site
DMS Project
# 92872
McDowell County, NC
Title:
r
a
Project Assets
Drawn by:
Legend KRJ
Date:
Conservation Easement Boundary JUL 2016
Stream Restoration Scale:
�a 1:5500
Stream Enhancement (level 1)
Project No.:
Stream Enhancement (level 11) 12-004.21
Stream Preservation
Wetland Restoration - 0.52 ac FIGURE
Wetland Enhancement - 1.62 ac
Wetland Preservation - 1.28 ac 3
1,000 2,000
Feet :i

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r•
aY
r Plk . I
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I
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r.•.
� � � Environmental
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Division of
Mitigation
�. Services
qEk
Easement breaks (Neighbors Branc Neighbors Branch/
sta 14+63 and sta 24+98) have been R
k �L:� removed from credit summation. Walton Crawley
k Branch Stream
and Wetland
Restoration Site
D
6�a MS Projec
t
p # 92872
McDowell County, NC
Title:
r
,y
4 � i & "
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ati
Project Assets
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Conservation Easement Boundary Date:
JUL 2016
Stream Restoration
09+67 =Start of Neighbors.,f Scale:
' -�.,� Stream Enhancement (level I) 1:2400
Branch preservation reach t-� , y
Stream Enhancement (level II) Project No.:
r:
*' _• �" 'f •- Stream Preservation 12-004.21
�. Stationing
Wetland Restoration - 0.52 ac FIGURE
Wetland Enhancement - 0.30 ac
11+72 = Start of UT -3s" Wetland Preservation - 1.28 ac 3A
preservation reach ' V�
0 500 1,000
•w Feet

Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Baseline Fixed Station Photographs
Taken April 12, 2016
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Baseline Fixed Station Photographs
Taken April 12, 2016
(continued)
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Baseline Fixed Station Photographs
Taken April 12, 2016
(continued)
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Baseline Fixed Station Photographs
Taken April 12, 2016
(continued)
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Baseline Fixed Station Photographs
Taken April 12, 2016
(continued)
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Baseline Fixed Station Photographs
Taken April 12, 2016
(continued)
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Baseline Fixed Station Photographs
Taken April 12, 2016
(continued)
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Baseline Fixed Station Photographs
Taken April 12, 2016
(continued)
Asbuilt Baseline Monitoring Report (Final) Appendices
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site

Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Baseline Vegetation Monitoring Photographs
Taken April 12, 2016
Asbuilt Baseline Monitoring Report (Final) Appendices
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site

Appendix C.
Vegetation Plot Data
Table 5. Planted Woody Vegetation
Table 6. Total Planted Stems by Plot and Species
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Table 5. Planted Bare Root Woodv Vegetation
Species
Quantity
Black gum (Nyssa sylvatica)
700
Red maple (Acer rubrum)
1000
Persimmon (Diospyros virginiana)
800
River birch (Betula nigra)
1000
Water oak (Quercus nigra)
500
Willow oak (Quercus phellos)
1000
Green ash (Fraxinus pennsylvanica)
850
Sycamore (Platanus occidentalis)
1000
TOTAL
6850
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Table 6. Total Planted Stems by Plot and Species
Project Name: Neighbors Branch/ Walton Crawley Branch
Current Plot Data (MYO 2016)
Annual Means
Scientific Name
Common Name
Species Type
92872-01-0001
92872-01-0002
92872-01-0003
92872-01-0004
IPnoLS
92872-01-0005
92872-01-0006
92872-01-0007
92872-01-0008
MYO(2016)
PnoLS P -all T
Pnol-S P -all T
Pnol-S P -all T Pnol-S P -all T P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T Pnol-S P -all T
Acer rubrum
red maple
Tree
1
1
1
1
1
8
3 3
7
1 1
1
6 6
17
Betula nigra
river birch
Tree
1
1
1
2
2
2
6
6
6
4 4
4
2
2
2
1
1
1
16 16
16
Cornus amomum
silky dogwood
Shrub
1
1
1
1 1
1
Diospyros virginiana
common persimmon
Tree
1
1
1
1 1
1
Fraxinus pennsylvanica
green ash
Tree
3
31
3
51
5
5
4 4
4
6 61
6
101
10
10
2
21
2
11
1
1
31 311
31
Nyssa sylvatica
blackgum
Tree
2
2
2
1
1
1
2 2
2
1
1
1
6 6
6
Platanus occidentalis
American sycamore
Tree
8
8
8
5
5
5
6
6
6
1 1
1
6
6
6
3
3
31
29 29
29
Quercus nigra
water oak
Tree
1 1
1
1
1
11
2
2
2
4 4
4
Quercus phellos
willow oak
Tree
1
1
1
1 1
11
1 1
1
3
3
3
2
2
2
4
4
4
12 12
12
Quercus rubra
northern red oak
Tree
1
1
1
1 11
1
Salix nigra
black willow
Tree
10
10
Sambucus canadensis
ICommon Elderberry
IShrub
1
1 4
4
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
141
141
14
91
91
23
201
201
27
141 14
18
10 101 10
14
14
14
131
131
13
131
131
13
107 107 132
1
1
1 1 1 1 1 1 8
0.02
0.02
0.02 0.02 0.02 0.02 0.02 0.02 0.20
51 51 51
31 31 51
61 61 61 61 61 61 41 41 41 31 3 3 5 5 5 7 7 7 10 10 12
566.6 566.6 566.6
364.2 364.2 930.8
809.4 809.4 1093 566.6 566.6 728.4 404.7 404.7 404.7 566.6 566.6 566.6 526.11 526.11 526.11 526.11 526.11 526.11 541.31 541.3 667.7

Appendix D.
Stream Measurements and Geomorphology Data
Cross Section Plots
Longitudinal Profile Plots
Substrate Plots
Tables 7A -7B. Baseline Stream Data Summary
Tables 8A -8D. Monitoring Data -Dimensional Data Summary
Asbuilt Baseline Monitoring Report (Final)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Appendices

Site
Neighbors Br./Walton Crawley Br.
Project Number:
92872
XS ID
XS - 1, Riffle
Reach
Neighbors Branch
Date:
4/11/2016
Field Crew:
Perkinson, Jernigan
Station
Elevation
0.00
1200.07
1.47
1200.03
3.12
1199.98
4.47
1199.46
5.38
1199.35
6.06
1198.89
6.70
1198.61
7.56
1198.31
8.22
1198.17
8.93
1198.20
9.71
1198.43
10.40
1198.76
10.77
1199.04
11.89
1199.53
13.06
1199.83
13.7
1199.99
15.1
1199.98
16.9
1200.08
SUMMARY DATA
Bankfull Elevation:
1200.0
Bankfull Cross -Sectional Area:
9.9
Bankfull Width:
12.5
Flood Prone Area Elevation:
1201.8
Flood Prone Width:
100.0
Max Depth at Bankfull:
1.8
Mean Depth at Bankfull:
0.8
W / D Ratio:
15.8
Entrenchment Ratio:
8.0
Bank Height Ratio:
1.0
1202
1201
-
E
51200
0
ti 1199
W
1198
1197
Stream Type E
Neighbors Branch/Walton Crawley Branch - NCDMS Project Number 92872
Stream Reach Neighbors Creek
XS -1, Station 14+39, Riffle
10
Station (feet)
Bankfall
Flood Prone Area
MY -00 4/11/16
20

Site
Neighbors Br./Walton Crawley Br.
Project Number:
92872
XS ID
XS - 2, Pool
Reach
Neighbors Branch
Date:
4/11/2016
Field Crew:
Perkinson, Jernigan
Station
Elevation
0.0
1200.8
2.6
1200.6
4.4
1200.5
5.4
1200.1
6.8
1199.7
8.0
1199.3
8.6
1197.9
9.7
1197.8
10.8
1197.7
11.5
1197.5
12.0
1197.6
12.5
1197.7
12.7
1198.9
13.4
1200.3
15.1
1200.3
16.6
1200.6
18.0
1200.9
18.7
1201.2
20.1
1201.1
1197
SUMMARY DATA
Stream Reach Neighbors Creek
Bankfull Elevation:
1200.3
Bankfull Cross -Sectional Area:
13.6
Bankfull Width:
8.5
Flood Prone Area Elevation:
NA
Flood Prone Width:
NA
Max Depth at Bankfull:
2.8
Mean Depth at Bankfull:
1.6
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0
Stream Type E
Neighbors Branch/Walton Crawley Branch - NCDMS Project Number 92872
Stream Reach Neighbors Creek
XS - 2 Station 13+89 Pool
1203
1202
d 1201
---------------------------------- -------------
- - - -
01200
�
-- -- Bankfiill
W1199
- - - Flood Prone Area
1198
MY -00 4/11/16
1197
0 10 20
Station (feet)

Site
Neighbors Br./Walton Crawley Br.
Project Number:
92872
XS ID
XS - 3, Riffle
Reach
Neighbors Branch
Date:
4/11/2016
Field Crew:
Perkinson, Jernigan
Station
Elevation
0.00
1205.89
Bankfull Cross -Sectional Area:
2.65
1205.86
9.6
4.04
1205.55
Flood Prone Width:
5.40
1205.03
1.5
6.52
1204.59
W / D Ratio:
7.59
1204.32
10.4
8.38
1204.00
9.05
1203.64
9.82
1203.60
10.58
1203.61
11.25
1203.73
12.25
1203.93
12.43
1204.39
13.74
1204.79
14.81
1205.07
15.7
1205.51
17.3
1205.31
19.6
1205.09
SUMMARY DATA
Bankfull Elevation:
1205.1
Bankfull Cross -Sectional Area:
8.0
Bankfull Width:
9.6
Flood Prone Area Elevation:
1206.6
Flood Prone Width:
100.0
Max Depth at Bankfull:
1.5
Mean Depth at Bankfull:
0.8
W / D Ratio:
11.5
Entrenchment Ratio:
10.4
Bank Height Ratio:
1.0
1207
1206
-
E
5
1205
ti
W
1204
1203
Stream Type E
Neighbors Branch/Walton Crawley Branch - NCDMS Project Number 92872
Stream Reach Neighbors Creek
XS - 3, Station 11+70, Riffle
Bankfall
Flood Prone Area
MY -00 4/11/16
10
Station (feet)
20

Site
Neighbors Br./Walton Crawley Br.
Project Number:
92872
XS ID
XS - 4, Riffle
Reach
Walton Crawley Branch
Date:
4/11/2016
Field Crew:
Perkinson, Jernigan
Station
Elevation
0.00
1167.11
Bankfull Cross -Sectional Area:
2.83
1167.02
13.2
4.41
1166.80
Flood Prone Width:
5.75
1166.67
1.9
6.78
1166.69
W / D Ratio:
7.20
1166.32
7.92
1166.05
1.0
8.46
1165.81
9.22
1165.26
10.11
1165.06
11.95
1165.03
12.91
1164.92
14.08
1164.85
15.46
1164.84
16.75
1164.77
17.5
1164.91
18.3
1165.95
19.3
1166.44
20.2
1166.79
21.5
1167.27
23.6
1167.18
26.1
1167.12
27.7
1167.12
SUMMARY DATA
Bankfull Elevation:
1166.7
Bankfull Cross -Sectional Area:
17.6
Bankfull Width:
13.2
Flood Prone Area Elevation:
1168.6
Flood Prone Width:
100.0
Max Depth at Bankfull:
1.9
Mean Depth at Bankfull:
1.3
W / D Ratio:
9.9
Entrenchment Ratio:
7.6
Bank Height Ratio:
1.0
1169
1168
1167
0
1166
W
1165
1164
Stream Type E
Neighbors Branch/Walton Crawley Branch - NCDMS Project Number 92872
Stream Reach Walton Crawley Property
XS - 4, Station 19+17, Riffle
10
Station (feet)
20
• Bankfull
• Flood Prone Area
--0-- MY -00 4/11/16
30

Site
Neighbors Br./Walton Crawley Br.
Project Number:
92872
XS ID
XS - 5, Pool
Reach
Walton Crawley Branch
Date:
4/11/2016
Field Crew:
Perkinson, Jernigan
Station
Elevation
0.0
1168.7
2.6
1168.7
4.3
1168.6
5.3
1168.1
6.2
1167.9
7.4
1167.9
8.1
1164.6
9.1
1164.7
10.0
1164.9
11.0
1164.8
12.0
1164.4
13.0
1164.1
13.6
1164.0
15.1
1164.2
16.2
1164.4
16.6
1164.7
19.5
1168.0
21.3
1168.1
22.7
1167.8
24.0
1167.7
26.7
1167.8
28.7
1168.0
SUMMARY DATA
Bankfull Elevation:
1167.7
Bankfull Cross -Sectional Area:
32.9
Bankfull Width:
11.9
Flood Prone Area Elevation:
NA
Flood Prone Width:
NA
Max Depth at Bankfull:
3.7
Mean Depth at Bankfull:
2.8
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0
Stream Type I E

Site
Neighbors Br./Walton Crawley Br.
Project Number:
92872
XS ID
XS - 6, Riffle
Reach
Walton Crawley Branch
Date:
4/11/2016
Field Crew:
Perkinson, Jernigan
Station
Elevation
0.00
1170.69
3.72
1170.42
5.56
1170.40
8.72
1170.34
9.15
1170.25
10.40
1169.49
11.41
1168.72
12.19
1168.41
13.22
1168.09
13.78
1168.09
14.69
1168.31
15.54
1168.29
16.35
1168.26
17.23
1168.27
18.18
1168.17
19.0
1168.02
19.5
1168.06
20.4
1168.44
21.1
1168.66
21.9
1169.06
22.8
1169.59
23.7
1169.91
24.1
1170.12
26.1
1170.20
28.1
1170.10
30.3
1169.98
32.6
1170.15
SUMMARY DATA
Stream Reach Walton Crawley Property
Bankfull Elevation:
1170.0
Bankfull Cross -Sectional Area:
19.4
Bankfull Width:
14.3
Flood Prone Area Elevation:
1172.0
Flood Prone Width:
100.0
Max Depth at Bankfull:
2.0
Mean Depth at Bankfull:
1.4
W / D Ratio:
10.5
Entrenchment Ratio:
7.0
Bank Height Ratio:
1.0
Stream Type E
Neighbors Branch/Walton Crawley Branch - NCDMS Project Number 92872
Stream Reach Walton Crawley Property
XS - 6, Station 16+19, Riffle
1173
1172
--1171
5
1170
,�
W 1169
• Bankfull
•Flood Prone Area
1 168
MY -00 4/11/16
1167
0 10 20 30 40
Station (feet)

Site
Elevation
Neighbors Br./Walton Crawley Br.
1175.3
3.7
Project Number:
92872
Branch
Date:
XS ID
Field Crew:
XS - 7, Pool
8.5
1174.3
Reach
1172.0
Walton Crawley
1171.6
11.2
1171.5
12.0
1171.3
13.2
1171.6
14.2
1171.4
14.8
1171.4
15.9
1171.4
16.8
1171.5
17.5
1171.2
18.4
1170.9
19.3
1170.9
19.8
1171.2
20.8
1174.3
21.6
1174.4
23.4
1174.7
24.5
1175.3
26.5
1175.3
29.4
1175.5
XS 7 Looking Upstream
Stream Type
E
Neighbors Branch/Walton Crawley Branch - NCDMS Project Number 92872
Stream Reach Neighbors Creek
1176
XS - 7 Station 12+69 Pool
--)K1175
X1174
d
01173
�
� � � • Bankfull
1172
�. Flood Prone Area
f
1 171
MY -00 4/11/161170
0
10 20
30
Station (feet)
Station
Elevation
0.0
1175.3
3.7
1175.1
5.7
Branch
Date:
4/11/2016
Field Crew:
Perkinson, Jernigan
Station
Elevation
0.0
1175.3
3.7
1175.1
5.7
1175.1
7.2
1174.4
7.7
1174.3
8.5
1174.3
9.1
1172.0
10.3
1171.6
11.2
1171.5
12.0
1171.3
13.2
1171.6
14.2
1171.4
14.8
1171.4
15.9
1171.4
16.8
1171.5
17.5
1171.2
18.4
1170.9
19.3
1170.9
19.8
1171.2
20.8
1174.3
21.6
1174.4
23.4
1174.7
24.5
1175.3
26.5
1175.3
29.4
1175.5
SUMMARY DATA
Bankfull Elevation:
1174.3
Bankfull Cross -Sectional Area:
33.0
Bankfull Width:
12.2
Flood Prone Area Elevation:
NA
Flood Prone Width:
NA
Max Depth at Bankfull:
3.4
Mean Depth at Bankfull:
2.7
W / D Ratio:
NA
Entrenchment Ratio:
NA
Bank Height Ratio:
1.0

Site
Neighbors Br./Walton Crawley Br.
Project Number:
92872
XS ID
XS - 8, Riffle
Reach
Walton Crawley Branch
Date:
4/11/2016
Field Crew:
Perkinson, Jernigan
Station
Elevation
0.00
1179.36
4.18
1179.32
6.20
1179.29
7.11
1179.17
8.24
1178.83
9.53
1178.19
10.72
1177.89
11.78
1177.55
13.32
1177.20
15.09
1177.35
16.69
1177.28
17.99
1177.27
19.21
1177.26
20.61
1177.28
21.59
1177.39
22.3
1177.53
23.7
1179.19
25.1
1179.43
28.7
1179.49
32.2
1179.47
SUMMARY DATA
Bankfull Elevation:
1179.2
Bankfull Cross -Sectional Area:
25.0
Bankfull Width:
16.8
Flood Prone Area Elevation:
1181.2
Flood Prone Width:
100.0
Max Depth at Bankfull:
2.0
Mean Depth at Bankfull:
1.5
W / D Ratio:
11.3
Entrenchment Ratio:
6.0
Bank Height Ratio:
1.0
1182
1181
1178
1177
Stream Type E
Neighbors Branch/Walton Crawley Branch - NCDMS Project Number 92872
Stream Reach Walton Crawley Property
XS - 8, Station 11+23, Riffle
----------------------------------------------------------------
_______________________________ _________
Bankfall
Flood Prone Area
MY -00 4/11/16
10
Station (feet)
20
30

Project Name Neighbors Branch/Walton Crawley Branch - Profile
Reach Walton Crawley Branch, Station 10+00 - 22+00
Feature Profile
Date 4/11/16
Crew Perkinson, Jernigan
2016
2016
2017
2018
2019
Year 0 Monitoring \Survey
Year 1 Monitoring \Survey
Year 2 Monitoring \Survey
Year 3 Monitoring \Survey
Year 4 Monitoring \Survey
Station Bed Elevation Water Elevation
Station Bed Elevation Water Elevation
Station Bed Elevation Water Elevation
Station Bed Elevation Water Elevation
Station Bed Elevation Water Elevation
2147.7 1163.1 1163.3
Avg. Riffle Slope
0.0032
2136.7 1162.8 1163.4
Pool Length
25
2132.5 1162.2 1163.3
Pool to Pool Spacing
2128.3 1162.5 1163.3
2122.8 1162.4 1163.5
2119.2 1163.5 1163.7
2115.3 1162.8 1163.7
2104.0 1162.9 1163.8
2091.7 1162.9 1163.8
2085.1 1163.6 1163.9
2057.2 1163.7 1164.3
2031.9 1164.0 1164.5
2026.5 1163.7 1164.6
2007.1 1163.0 1164.6
1997.2 1162.7 1164.6
1991.6 1164.6 1165.0
1981.9 1164.0 1164.9
1969.8 1164.1 1164.9
1966.1 1164.3 1164.9
1961.1 1164.0 1165.0
1957.7 1164.1 1164.9
1951.6 1163.6 1165.0
1950.3 1165.3 1165.4
1916.9 1164.9 1165.5
1892.2 1164.8 1165.5
1886.9 1164.5 1165.5
1875.7 1164.2 1165.5
18664 11645 1 165 5
Walton Crawley Branch Year 0 (2014) Profile - Station 10+00 to 22+00
1185
1180
fo
a 1175
m
v
!
c
0
ao
1170
0
W
N
N
O
L
1165 U
ti
C
t5
d
N
N
N
O
U
1160 '
1000 1200 1400
Year 0 (2016) Bed (Year 0 (2016) Water Surface
LE
N
U
d'
0
O
V
d
y
N
N
O
U
1600 1800
Distance (feet)
Year O(2016)TOB ♦ Year 0 (2016) Structures
2000
2200
2016
2016
2017
2018
2019
Avg. Water Surface Slope
0.0145
Riffle Length
24
Avg. Riffle Slope
0.0032
Pool Length
25
Pool to Pool Spacing
43
d'
0
O
V
d
y
N
N
O
U
1600 1800
Distance (feet)
Year O(2016)TOB ♦ Year 0 (2016) Structures
2000
2200

Name Neighbors Branch/Walton Crawley Branch - Profile
Neighbors Branch, Station 10+00 - 16+00
Profile
4/11/16
2016
Year 0 Monitoring \Survey
Station
Bed Elevation
Water Elevation
1541.4
1196.4
1196.4
1536.2
1194.9
1196.4
1534.4
1196.7
1196.9
1526.1
1196.4
1196.9
1519.8
1195.5
1196.9
1515.2
1195.4
1196.9
1508.9
1196.2
1197.0
1506.7
1198.0
1198.2
1475.6
1198.0
1198.3
1473.9
1197.5
1198.3
1467.1
1197.5
1198.3
1459.3
1196.8
1198.4
1457.8
1198.8
1198.9
1439.1
1198.5
1199.0
1421.5
1198.5
1199.0
1410.0
1198.7
1199.0
1393.1
1198.4
1199.1
1388.5
1197.7
1199.0
1384.7
1197.4
1199.0
1383.2
1199.5
1199.7
1364.9
1199.3
1199.8
1357.6
1199.5
1199.9
1353.4
1199.0
1199.9
1344.8
1199.2
1199.9
1337.5
1199.3
1200.3
1336.4
1200.5
1200.7
1324.7
1200.1
1200.7
1119.9
11992
12007
1212
1210
1208
m 1206
m
1204
°
v
c
° 1202
v
w
1200
1198
1196
1194
1000
2016 2017I 2018 I 2019
Year 1 Monitoring \Survey Year 2 Monitoring \Survey Year 3 Monitoring \Survey Year 4 Monitoring \Survey
Station Bed Elevation Water Elevation Station Bed Elevation Water Elevation Station Bed Elevation Water Elevation Station Bed Elevation Water Elevation
Neighbors Branch Year 0 (2016) Profile - Station 10+00 to 16+00
1100
-Year 0 (2016) Bed
1200
(Year 0 (2016) Water Surface
1300
Distance (feet)
Year 0 (2016) TOB
1400
Year 0 (2016) Structures
1500
1600
2016
2016
2017
2018
2019
Avg. Water Surface Slope
0.0222
Riffle Length
28
Avg. Riffle Slope
0.0043
Pool Length
12
Pool to Pool Spacing
36
Neighbors Branch Year 0 (2016) Profile - Station 10+00 to 16+00
1100
-Year 0 (2016) Bed
1200
(Year 0 (2016) Water Surface
1300
Distance (feet)
Year 0 (2016) TOB
1400
Year 0 (2016) Structures
1500
1600

Project Name: Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site
Cross -Section: 1
Feature:
Riffle
Cumulative Percent
2016
Description
Material Size (mm) Total # Item % Cum %
Silt/Clay
silt/clay
0.062
36
36%
36%
a
>
U
100%
90%
80%
70%
60%
50%
40%
0
3%
20%
00,
Sand
very fine sand 0.125 8 8% 44%
fine sand 0.250 4 4% 48%
medium sand 0.50 0 0% 48%
coarse sand 1.00 8 8% 56%
very coarse sand 2.0 4 4% 60%
Gravel
very fine gravel
4.0
8
8%
68%
fine gravel 5.7 4 4% 72%
fine gravel 8.0 12 12% 84%
medium gravel 11.3 8 8% 92%
10%
medium gravel 16.0 0 0% 92%
O%
0
--- oo -_ o00
Particle Size (mm)
course gravel 22.3 4 4/0 96/0
course gravel 32.0 0 0% 96%
very coarse gavel 45 0 0% 96%
-MYO-2016 -MY1-2016
-MY2-2017 -MY3-2018 :MY4-2019
very coarse gravel 64 4 4% 100%
Cobble
small cobble
90
0
0%
100%
medium cobble 128 0 0% 100%
100%
Individual Class Percent
large cobble 180 0 0% 100%
very large cobble 256 0 0% 100%
Boulder
small boulder
362
0
0%
100%
900
small boulder 512 0 0% 100%
80%
medium boulder 1024 0 0% 100%
70%
large boulder 2048 0 0% 100%
w 60%
Bedrock
bedrock
40096
0
0%
100%
ro
50%
TOTAL % of whole count
100
100%
100%
7
ao%
D50 Summar Data 0.8
D84 23
D95 31
0
b
30%
20%
10%
0%
OQb'LOIryS Otis �'� 1 ti
b �!� $ �1n� >b ry,L"� ,''ti P5 by �O ,ry6 ,�O ry.,�b �b'L heti `pyb ryO�Wboo�b
Particle Size (mm)
■MYO-2016.
■MY1-2016 ■MY2-2017 ■MY3-2018 MY4-2019

Summary Data
D50 0.7
D84 5
D95 36
Feature: Riffle
Cumulative Percent
100%
2016
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt/Clay
silt/clay
0.062
28
33%
33%
Sand
very fine sand
0.125
8
10%
43%
fine sand 0.250 4 5%
48%
medium sand 0.50 4 5%
52%
coarse sand 1.00 8 10%
62%
very coarse sand 2.0 4 5%
67%
Gravel
very fine gravel
4.0
0
0%
67%
fine gravel 5.7 0 0%
67%
fine gravel 8.0 4 5%
71%
medium gravel 11.3 4 5%
76%
medium gravel 16.0 8 10%
86%
course gravel 22.3 4 5%
90%
course gravel 32.0 4 5%
95%
very coarse gravel 45 0 0%
95%
very coarse gravel 64 0 0%
95%
Cobble
small cobble
90
4
5%
100%
medium cobble 128 0 0%
100%
large cobble 180 0 0%
100%
very large cobble 256 0 0%
100%
Boulder
small boulder
362
0
0%
100%
small boulder 512 0 0%
100%
medium boulder 1024 0 0%
100%
large boulder 2048 0 0%
100%
Bedrock
bedrock
40096
0
0%
100%
TOTAL % of whole count
84
100%
100%
Summary Data
D50 0.7
D84 5
D95 36
Individual Class Percent
100%
90%
80%
d
70
a 60%
50%
U 40%
30%
s 20%
b
� 10%
0%
OObryO�ryS
Particle Size (mm)
Cumulative Percent
100%
90
80
70%
60%
50%
40%
30%
U 20%
10%
0%
oti
� ti°
tid'
oQ°
OOti
Particle Size (mm)
-MYO-2016 -MY1-2016 -MY2-2017 -MY3-2018 MY4-2019
Individual Class Percent
100%
90%
80%
d
70
a 60%
50%
U 40%
30%
s 20%
b
� 10%
0%
OObryO�ryS
Particle Size (mm)

Summary Data
D50 0.7
D84 13
D95 34
100%
90
80%
m 70%
60
a
50%
40%
E 30%
20%
10%
0%
N do 01
Particle Size (mm)
-MYO-2016 -MY1-2016 -MY2-2017 -MY3-2018 -MY4-2019
100
90%
80%
70%
a 60%
50%
U 40%
0 30%
20%
F
l0%
0%
bh `, I) ,tih °\ ti D< 5^ % :� "b
°o °> °
Particle Size (mm)
Cumulative Percent
4
Individual Class Percent
°°
Feature: Riffle
2016
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt/Clay
silt/clay
0.062
24
24%
24%
Sand
very fine sand
0.125
8
8%
32%
fine sand 0.250 12 12%
44%
medium sand 0.50 4 4%
48%
coarse sand 1.00 8 8%
56%
very coarse sand 2.0 4 4%
60%
Gravel
very fine gravel
4.0
8
8%
68%
fine gravel 5.7 4 4%
72%
fine gravel 8.0 8 8%
80%
medium gravel 11.3 0 0%
80%
medium gravel 16.0 4 4%
84%
course gravel 22.3 12 12%
96%
course gravel 32.0 0 0%
96%
very coarse gravel 45 0 0%
96%
very coarse gravel 64 4 4%
100%
Cobble
small cobble
90
0
0%
100%
medium cobble 128 0 0%
100%
large cobble 180 0 0%
100%
very large cobble 256 0 0%
100%
Boulder
small boulder
362
0
0%
100%
small boulder 512 0 0%
100%
medium boulder 1024 0 0%
100%
large boulder 2048 0 0%
100%
Bedrock
bedrock
40096
0/-
100%
TOTAL % of whole count
100
100%
100%
Summary Data
D50 0.7
D84 13
D95 34
100%
90
80%
m 70%
60
a
50%
40%
E 30%
20%
10%
0%
N do 01
Particle Size (mm)
-MYO-2016 -MY1-2016 -MY2-2017 -MY3-2018 -MY4-2019
100
90%
80%
70%
a 60%
50%
U 40%
0 30%
20%
F
l0%
0%
bh `, I) ,tih °\ ti D< 5^ % :� "b
°o °> °
Particle Size (mm)
Cumulative Percent
4
Individual Class Percent
°°

Summary Data
D50 9.9
D84 35
D95 84
Cumulative Percent
100%
90%
80%
a
70%
60%
a
� 50%
40%
B 30%
a
U
20%
10%
0%
o
Feature: Riffle
�
Particle Size (mm)
2016
-MY4-2019
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt/Clay
silt/clay
0.062
68
68%
68%
Sand
very fine sand
0.125
4
4%
72%
fine sand 0.250 12 12%
84%
medium sand 0.50 0 0%
84%
coarse sand 1.00 4 4%
88%
very coarse sand 2.0 4 4%
92%
Gravel
very fine gravel
4.0
8
8%
100%
fine gravel 5.7 0 0%
100%
fine gravel 8.0 0 0%
100%
medium gravel 11.3 0 0%
100%
medium gravel 16.0 0 0%
100%
course gravel 22.3 0 0%
100%
course gravel 32.0 0 0%
100%
very coarse gravel 45 0 0%
100%
very coarse gravel 64 0 0%
100%
Cobble
small cobble
90
0
0%
100%
medium cobble 128 0 0%
100%
large cobble 180 0 0%
100%
very large cobble 256 0 0%
100%
Boulder
small boulder
362
0
0%
100%
small boulder 512 0 0%
100%
medium boulder 1024 0 0%
100%
large boulder 2048 0 0%
100%
Bedrock
bedrock
40096
0
0%
100%
TOTAL % of whole count
100
100%
100%
Summary Data
D50 9.9
D84 35
D95 84
Cumulative Percent
100%
90%
80%
a
70%
60%
a
� 50%
40%
B 30%
a
U
20%
10%
0%
o
�
Particle Size (mm)
-MYO-2016 MY1-2016-MY2-2017 -MY3-2018
-MY4-2019
4
Individual Class Percent
100%
90%
80%
70%
Q 60%
50%
40%
30%
5 20%
�o
10%
0%
°.15 °5 1 'L b ) 4,1"�
Particle Size (mm)

Sununary Data
D50 26.5
D84 72
D95 109
Cumulative Percent
100%
90%
80%
G 70%
60%
a
50%
40%
E 30%
a
U 20%
10%
0%
Feature: Riffle
Particle Size (mm)
2016
MY4-2019
Description
Material
Size (mm)
Total #
Item %
Cum %
Silt/Clay
silt/clay
0.062
68
68%
68%
Sand
very fine sand
0.125
4
4%
72%
fine sand 0.250 12 12%
84%
medium sand 0.50 0 0%
84%
coarse sand 1.00 4 4%
88%
very coarse sand 2.0 4 4%
92%
Gravel
very fine gravel
4.0
8
8%
100%
fine gravel 5.7 0 0%
100%
fine gravel 8.0 0 0%
100%
medium gravel 11.3 0 0%
100%
medium gravel 16.0 0 0%
100%
course gravel 22.3 0 0%
100%
course gravel 32.0 0 0%
100%
very coarse gravel 45 0 0%
100%
very coarse gravel 64 0 0%
100%
Cobble
small cobble
90
0
0%
100%
medium cobble 128 0 0%
100%
large cobble 180 0 0%
100%
very large cobble 256 0 0%
100%
Boulder
small boulder
362
0
0%
100%
small boulder 512 0 0%
100%
medium boulder 1024 0 0%
100%
large boulder 2048 0 0%
100%
Bedrock
bedrock
40096
0
0%
100%
TOTAL % of whole count
100
100%
100%
Sununary Data
D50 26.5
D84 72
D95 109
Cumulative Percent
100%
90%
80%
G 70%
60%
a
50%
40%
E 30%
a
U 20%
10%
0%
4
Individual Class Percent
100
90%
80%
70%
a 60%
50%
U 40%
b 30%
20%
a9 10%
0%
o�b'L�,,.15 oti5 05 ♦ 'L b 5^ 4 ♦♦"> ♦b ryti"� �ti b5 b�` q0 ♦.y6 %z
Particle
ryyb �bry b♦ti ♦��� ��9 ��qb
Particle Size (mm)
Particle Size (mm)
MYO-2016 -MYI-2016 -MY2-2017 -MY3-2018
MY4-2019
4
Individual Class Percent
100
90%
80%
70%
a 60%
50%
U 40%
b 30%
20%
a9 10%
0%
o�b'L�,,.15 oti5 05 ♦ 'L b 5^ 4 ♦♦"> ♦b ryti"� �ti b5 b�` q0 ♦.y6 %z
Particle
ryyb �bry b♦ti ♦��� ��9 ��qb
Particle Size (mm)

Table 7a. Baseline Stream Data Summary (Neighbors Creek)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site - NCDMS Project Number 92872
Parameter Gauge
Regional Curve Pre -Existing Condition (Neighbors Cr)
Reference Reach(es) Data
Design (Neighbors Cr)
Monitoring Baseline (Neighbors Cr)
Dimension and Substrate - Riffle Only
LL UL Eq. Min
Mean Med Max SD
Min
Mean
Med
Max
SD Min
Max
Med
Min
Mean Med Max SD
n
BF Width (ft)
5.4
5.9
12.7
11.0
9.6
11.1 12.5
2
Floodprone Width (ft)
7.4
17.1
150
70
100
2
BF Mean Depth (ft)
0.9
1.1
0.9
0.8
0.8
0.8 0.8
2
BF Max Depth (ft)
1.2
1.5
1.2
1.1
1.5
1.7 L8
2
BF Cross Sectional Area (ft)
4.9
6.5
11.4
8.3
8.0
9.0 9.9
2
Width/Depth Ratio
5.3
5.8
14.1
14.0
12.0
13.8 15.6
2
Entrenchment Ratio
1.4
2.9
11.8
6.4
8.0
9.2 10.4
2
Bank Height Ratio
1.6
2.6
1.0
1.0
1.0
2
Profile
Riffle length (ft)
5.4
28.3 25.5 64.7 18.2
13
Riffle slope (ft/ft)l0.025
0.035
0.0344
0.0120 0.0000 0.0043 0.0022 0.0121 0.0046
13
Pool length (ft)
6.5
11.9 10.4 21.3 5.2
15
Pool Max depth (ft)
1.7
1.8
2.2
2.0
2.8
2.8 2.8
1
Pool spacing (ft)
16.4
99.2
38.8
64.7
33.0
56.1
7.0
36.1 37.9 74.7 19.8
15
Pattern
Channel Beltwidth (ft)
8
22
30.5
32
27.5
66
27.5
66
2
Radius of Curvature (ft)
5
22
14.5
20
22
44
22
44
2
Rc:Bankfull width (ft/ft)
0.9
1.5
1.1
1.6
2
4
2
4
2
Meander Wavelength (ft)
30
128
95
98
44
110
44
110
2
Meander Width ratio
1.5
4.1
2.4
2.5
4
10
4
10
2
Transport parameters
Reach Shear Stress (comoetencv) lbs/
Max part size (mm) mobilized at bankfull
Stream Power (transport capacity) W/mZ
Additional Reach Parameters
Rosgen Classification
G5/4 - E5/4
C
C
E/C
Bankfull Velocity (fps)
3.86-5.09
Bankfull Discharge (cfs)
25
Vallev Length (ft)
Channel Thalweg Length (ft)
541
Sinuosity
1.01 - 1.21
1.22
1.18
1.18
Water Surface Slone (ft/ft)
0.019 - 0.0204
0.0205
0.008
0.0222
BF slope (ft/ft)
----
Bankfull Floodnlain Area (acres)
---
----
---
----
% of Reach with ErodinH Banks
Channel Stabilitv or Habitat Metric
Biological or Other

Table 7b. Baseline Stream Data Summary (Walton Crawley Property)
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site - NCDMS Project Number 92872
Parameter Gauge
Regional Curve Pre -Existing Condition (WC Property)
Reference Reach(es) Data
Design (WC Property)
Monitoring Baseline (WC Property)
Dimension and Substrate - Riffle Only
LL UL Eq. Min
Mean Med
Max SD
Min
Mean
Med
Max
SD Min
Max
Med
Min
Mean Med Max SD
n
BF Width (ft)
7.9
9.4
12.7
15.5
13.2
14.3 16.8
3
Floodprone Width (ft)
12.9
16.8
150
55
90
100
3
BF Mean Depth (ft)
0.8
0.9
0.9
1.1
1.3
1.4 L5
3
BF Max Depth (ft)
0.9
1.1
1.2
1.4
1.9
2.0 2.0
3
BF Cross Sectional Area (ftZ)
6.2
8.4
11.4
16.6
17.6
19.4 25.0
3
Width/Depth Ratio
10.2
10.4
14.1
14.0
10.2
10.2 11.2
3
Entrenchment Ratio
1.6
1.8
11.8
4.5
6.0
7.0 7.6
3
Bank Height Ratio
1.0
2.8
1.0
1.0
1.0
3
Profile
Riffle length (ft)
6.7
23.9 16.2 58.1 18
20
Riffle slope (ft/ft)l0.024
0.030
0.0344
0.0077 0.0000 0.0032 0.0018 0.0113 0.0036
20
Pool length (ft)
7.9
24.8 24.8 63.1 10.8
27
Pool Max depth (ft)
1 1.9
2.2
2.4
1.3
1.4 LS
2
Pool spacing (ft)
6.0
EL2.1
40.8
38.8
64.7
15.5
79.2
14.9
42.5 36.4 93.6 2L3
27
Pattern
Channel Beltwidth (ft)
16
25
30.5
32
38.8
93
38.8
93
2
Radius of Curvature (ft)
5
14
14.5
20
31
62
31
62
2
Rc:Bankfull width (ft/ft)
0.5
1.5
1.1
1.6
2
4
2
4
2
MeanderWavelength (ft)
103
121
95
98
77.5
155
77.5
155
2
Meander Width ratio
11
12.9
2.4
2.5
5
10
5
10
2
Transport parameters
Reach Shear Stress (comoetencv) lbs/
Max part size (mm) mobilized at bankfull
Stream Power (transport capacity) W/mZ
Additional Reach Parameters
Rosgen Classification
B/G
C
C
E/C
Bankfull Velocity (fps)
3.9-7.5
Bankfull Discharge (cfs)
24-63
Vallev Length (ft)
Channel Thalweg Length (ft)
1148
Sinuosity
1.01-1.2
1.22
1.1
1.1
Water Surface Slone (ft/ft)
0.0135-0.0340
0.0205
0.0045
0.0145
BF slope (ft/ft)
----
I
----
Bankfull Floodnlain Area (acres)
---
----
----
----
% of Reach with ErodinH Banks
Channel Stabilitv or Habitat Metric
Biological or Other

I.- M. Movitorivg Data - Dimensional Morphology Summary IDimensioval Parameters -Cross Seetionsl
lSble Rb. Mnni[orivg Dala - Slream RracM1 Dvla Summary
ME
MIMM

('able Se. Monitaring Dat. -Dimensional Morphology Samm.rv(Dimenvi—I Prameters-Cross Secli—)
T.M1Ie 8d. Monitoring Data -Stream ReacM1 Dvta Summary
®------®------------0------®------
T.M1Ie 8d. Monitoring Data -Stream ReacM1 Dvta Summary
MEN
MEN
MEN
EMIMEN

Appendix E.
As -built Plan Sheets
Asbuilt Baseline Monitoring Report (Final) Appendices
Neighbors Branch/Walton Crawley Branch Stream and Wetland Restoration Site

I, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER, 2015.
GARo
Quo � 1 yy y
SEAL
ELISABETH G. TURNER, P.L.S. #L-4440 :� L-4440 0
i o i iG
AS -BUILT CONTROL POINTS:
DESIGNER:
ICA ENGINEERING
PT#
Northing(Y)
Easting(X)
Elev(Z)
description
[phone]
36
707179.16
1137877.24
1240.70
TLS#36
NAIL
37
707133.84
1137556.83
1212.96
TLS#37
REBAR W/CAP
38
707266.94
1137379.58
1210.13
TLS#38
NAIL
39
707563.76
1137447.67
12.38.09
TLS#39
NAIL
40
709275.45
1139310.53
1192.85
TLS#40
NAIL
49
707407.04
1137454.08
1200.31
TLS#49
NAIL
50
707333.21
1137324.95
1204.29
TLS#50
NAIL
52
707010.51
1137910.80
1225.32
TLS#52
NAIL
55
708694.17
1139628.08
1180.70
TLS#55
REBAR W/CAP
56
707183.04
1138101.26
1238.52
TLS#56
NAIL
59
706925.55
1137960.03
1227.68
TLS#59
NAIL.
60
706852.87
1138075.27
1240.17
TLS#60
NAIL
61
706708.03
1138182.24
1247.94
TLS#54
REBAR W/CAP
62
706635.49
1138019.26
1226.29
TLS#62
NAIL
63
708144.17
1139248.92
1206.34
TLS#63
NAIL
64
708110.78
1139078.07
1224.82
TLS#64
NAIL
65
708104.06
1138979.07
1231.96
TLS#65
NAIL
66
708933.26
1139411.02
1168.12
TLS#66
NAIL
67
708368.26
1139592.73
118291
TLS#67
NAIL
68
709268.77
1139322.56
1194.55
TLS#68
NAIL
69
709293.36
1138994.83
1166.36
TLS#69
NAIL
71
708514.43
1139674.73
1180.24
TLS#71
NAIL
72
708962.33
1139337.50
1168.08
TLS#72
NAIL
AS -BUILT SURVEY OF
NEIGHBORS BRANCH & WALTON CRAWLEY
BRANCH STREAM RESTORATION PROJECT
l 1
fj
ff UT 1
/�EIGHBORS
ff BRANCH
ff
NEIGHBORS
BRANCH
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88.
3. CONTROL IS BASED ON EXISTING CONTROL DATA AS SHOWN ON SHEET 3 IN THE DESIGN
PLANS AND RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS. ADDITIONAL
CONTROL WAS ESTABLISHED USING TOTAL STATION & GPSIRTK METHODS AND CONFIRMED
DURING AS -BUILT SURVEY. AS -BUILT CONTROL POINTS ARE LISTED ON SHEET 1.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT COMPLY
WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS OF
THE STREAM AND GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON CRAWLEY
BRANCH STREAM & WETLAND RESTORATION PROJECT AND MAY NOT SHOW ALL UTILITIES,
STRUCTURES, & BOUNDARIES.
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS PROVIDED BY THE
DESIGNER AND WAS NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEMENT SEE PLAT
RECORDED IN McDOWELL COUNTY REGISTER OF DEEDS OFFICE PLAT BOOK 18, PAGE 90,
PLAT BOOK 19, PAGE 22, AND PLAT BOOK 23, PAGE 7.
NEIGHBORS
BRANCH
McDOWELL COUNTY, NC
SCO# 080730801 �
NCEEP PROJECT# 92872
1�
NOT TO SCALE
l \ \
1
� WALTON CRAWLEY
BRANCH
�r
` JJ
'! f
J J,
UT 2
WALTON C WLEY /
B4NCH
UT 2 f '�
NEIGHBORS,
BRANCH ,UT 1
WALTON CRAWLEY
/ ;BRANCH
,FENCE / r `! v _ f
v?
REFERENCES:
OWNER:
NORTH CAROLINA DEPARTMENT
OF MITIGATION SERVICES
217 WEST JONES ST., SUITE 300A
RALEIGH, NC 27603
[phone]
DMS PROJ. MANAGER: MATTHEW REID
8,10
�+ SHEET INDEX
SHEET 1- TITLE VICINITY MAP & SHEET INDEX
SHEET 2 -NEIGHBORS BRANCH (UPSTREAM) & UT2 (DOWNSTREAM)
SHEET 3- NEIGHBORS BRANCH (DOWNSTREAM)
SHEET 4- UT1 NEIGHBORS BRANCH
SHEET 5- UT2 NEIGHBORS BRANCH (UPSTREAM)
SHEET 6- UT2 WALTON CRAWLEY BRANCH
SHEET 7- UT2 UPSTREAM WALTON CRAWLEY BRANCH
SHEET 8- WALTON CRAWLEY BRANCH
SHEET 9- WALTON CRAWLEY BRANCH POND
SHEET 10- UT1 WALTON CRAWLEY BRANCH
UT2 DOWNSTREAM WALTON CRAWLEY BRANCH
SHEET 11- WALTON CRAWLEY BRANCH
SHEET 12- WALTON CRAWLEY BRANCH
� ry
DESIGNER:
ICA ENGINEERING
5121 KINGDOM WAY, SUITE 100
RALEIGH, NC 27607
[phone]
CONTRACTOR:
CAROLINA ENVIRONMENTAL
CONTRACTING, INC
&91 '
MOUNT AIRY, NC
r+
[phone]
rr
r
r
ul
v
- r!
8,10
�+ SHEET INDEX
SHEET 1- TITLE VICINITY MAP & SHEET INDEX
SHEET 2 -NEIGHBORS BRANCH (UPSTREAM) & UT2 (DOWNSTREAM)
SHEET 3- NEIGHBORS BRANCH (DOWNSTREAM)
SHEET 4- UT1 NEIGHBORS BRANCH
SHEET 5- UT2 NEIGHBORS BRANCH (UPSTREAM)
SHEET 6- UT2 WALTON CRAWLEY BRANCH
SHEET 7- UT2 UPSTREAM WALTON CRAWLEY BRANCH
SHEET 8- WALTON CRAWLEY BRANCH
SHEET 9- WALTON CRAWLEY BRANCH POND
SHEET 10- UT1 WALTON CRAWLEY BRANCH
UT2 DOWNSTREAM WALTON CRAWLEY BRANCH
SHEET 11- WALTON CRAWLEY BRANCH
SHEET 12- WALTON CRAWLEY BRANCH
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08/10/2015
SURVEYED BY:
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DRAWN BY:
ROBIDST
REVIEWED BY:
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PROJECT: TLS -15-001
FILE: NEIGHBOR_CRAWLEY
92872 AB_TLS-D
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08/10/2015
SURVEYED BY:
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DRAWN BY:
ROBIDST
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-001
FILE: NEIGHBOR_CRAWLEY
92872 AB_TLS-D
SCALE:
AS SHOWN _j
SHEET
1 of 12

I, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER, 2015.
\`0 kjIt11lr!!�
CAROM
SEAL
ELISABETH G. TUR R, P.L.S. #L-4440 - -r L-4440
rG i}�\\`�
NEIGHBORS
BRANCH
FLOODPLAIN
INTERCEPTOR
PROPERTY LINE
BY OTHERS \
CONSERVATION
EASEMENT \
BY OTHERS \ \ \
ROCK A—VANE\ \ \
EL. 1222.68 \
ROCK A—VANE
EL. 1221.86 \
,ROCK L—VANE
'EL 1220.72
FL0w
f
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BAN K
TERRACE 5TABIL]ZATION z
TO E
\ AS—BUILT
SURVEY
TOP OF
TERRACE LIMITS
— — i
NEIGHBORS
BRANCH
(NOT SURVEYED)
/ STABILIZATION
\ \ WEIR
T 9
NAI L
6 1A
REBARW/CAR `f�y --�UT
NEIGHBORS
\ � LS 60 �� � � BRANCH
NA �Q` -- i ANLLS#52 (NOT SURVEYED)
AI
LEGEND. — . — . — THALWEG
--- — — — — — -TOP OF BANK/TERRACE
- - - - - - - - - - - - -
BANK/TERRACE TOE
E CONSERVATION EASEMENT
NEW FENCE
_____________________ ___ AS -BUILT SURVEY LIMITS
-- EX. PROPERTY LINE
(NOT SURVEYED)
STABILIZATION
WEIR
ROCK L—VANE
ROCK A—VANE
AS—BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED JUNE—JULY 2015
25' 0' 25' 50'
SCALE: 1 "=25' 22x34)
1"=50' ( 1 1 x 17)
CONTOUR INTERVAL = 1'
i
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88.
3. CONTROL IS BASED ON EXISTING CONTROL DATA AS SHOWN ON SHEET 3 IN THE DESIGN
PLANS AND RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS. ADDITIONAL
CONTROL WAS ESTABLISHED USING TOTAL STATION & GPSIRTK METHODS AND CONFIRMED
DURING AS -BUILT SURVEY. AS -BUILT CONTROL POINTS ARE LISTED ON SHEET 1.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT COMPLY
WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS OF
THE STREAM AND GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON CRAWLEY
BRANCH STREAM & WETLAND RESTORATION PROJECT AND MAY NOT SHOW ALL UTILITIES,
STRUCTURES, & BOUNDARIES.
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS PROVIDED BY THE
DESIGNER AND WAS NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEMENT SEE PLAT
RECORDED IN McDOWELL COUNTY REGISTER OF DEEDS OFFICE PLAT BOOK 18, PAGE 90,
PLAT BOOK 19, PAGE 22, AND PLAT BOOK 23, PAGE 7.
MATCHLINE
SHEET 5 ��
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08/10/2015
r
SURVEYED BY:
DSTIJAPIDTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-001
FILE: NEIGHBOR_CRAWLEY_
92872 AB TLS F
SCALE:
AS SHOWN
SHEET
2 of 12

1214
1212
1210
1208
1206
1204
1202
1200
1198 f
1196
1194
54"CMP
NV. =1209.34
CONSERVATION
EASEMENT
BY OTHERS
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AS -BUILT PROFILE
NEIGHBORS BRANCH
STA 9+39.84 TO 15+52.07
1192
1190
9+30 +50 10+00
I, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER, 2015.
``�lyllYlllf!/!//
g��` CA Rai/ ",
Q40 'Ypr
SEAL
ELI ABETH G. TURNER, P.L.S. #L-4440 L-4440 cr;
0.SUR`I 44�'
v
IS
7-H I IG
PROFILE SCALE
HORIZONTAL: 1 "=25'(22x34)
1 "=50'(11 x17)
VERTICAL: 1"=5'(22x34)
1"=10'(11x17)
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DATE;
08110/2015
SURVEYED BY:
DSTfJAPIDTH
DRAWN BY;
ROB/DST
54"CMP
NV. =1209.34
CONSERVATION
EASEMENT
BY OTHERS
W
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Q1c,
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AS -BUILT PROFILE
NEIGHBORS BRANCH
STA 9+39.84 TO 15+52.07
1192
1190
9+30 +50 10+00
I, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER, 2015.
``�lyllYlllf!/!//
g��` CA Rai/ ",
Q40 'Ypr
SEAL
ELI ABETH G. TURNER, P.L.S. #L-4440 L-4440 cr;
0.SUR`I 44�'
v
IS
7-H I IG
PROFILE SCALE
HORIZONTAL: 1 "=25'(22x34)
1 "=50'(11 x17)
VERTICAL: 1"=5'(22x34)
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UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
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HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
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AND CONFIRMED DURING AS -BUILT SURVEY. AS -BUILT CONTROL POINTS ARE LISTED
ON SHEET 1.
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OF THE STREAM AND GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON
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THE DESIGNER AND WAS NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEMENT SEE
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FILE: NEIGHBOR_CRAWLEY_
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4 of 12

I, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER, 2015.
ELISABETH G. TURNER, P.L.S. #L-4440
LEGEND. _ , . ! THALWEG
– -� — --- — — – TOP Of BANK/TERRACE
-------------- BANK/TERRACE TOE
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NEW FENCE
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2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88.
3. CONTROL IS BASED ON EXISTING CONTROL DATA AS SHOWN ON SHEET 3 IN THE
DESIGN PLANS AND RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS.
ADDITIONAL CONTROL WAS ESTABLISHED USING TOTAL STATION & GPS/RTK METHODS
AND CONFIRMED DURING AS -BUILT SURVEY. AS -BUILT CONTROL POINTS ARE LISTED
ON SHEET 1.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS
OF THE STREAM AND GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON
CRAWLEY BRANCH STREAM & WETLAND RESTORATION PROJECT AND MAY NOT SHOW
ALL UTILITIES, STRUCTURES, & BOUNDARIES.
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS PROVIDED BY
THE DESIGNER AND WAS NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEMENT SEE
PLAT RECORDED IN McDOWELL COUNTY REGISTER OF DEEDS OFFICE PLAT BOOK 18,
PAGE 90, PLAT BOOK 19, PAGE 22, AND PLAT BOOK 23, PAGE 7.
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FILE: NEIGHBOR_CRAWLEY
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5 of 12

1, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER, 2015.
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1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
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3. CONTROL IS BASED ON EXISTING CONTROL DATA AS SHOWN ON SHEET 3 IN THE
DESIGN PLANS AND RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS.
ADDITIONAL CONTROL WAS ESTABLISHED USING TOTAL STATION & GPSIRTK METHODS
AND CONFIRMED DURING AS -BUILT SURVEY. AS -BUILT CONTROL POINTS ARE LISTED
ON SHEET 1.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS
OF THE STREAM AND GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON
CRAWLEY BRANCH STREAM & WETLAND RESTORATION PROJECT AND MAY NOT SHOW
ALL UTILITIES, STRUCTURES, & BOUNDARIES.
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS PROVIDED BY
THE DESIGNER AND WAS NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEMENT SEE
PLAT RECORDED IN McDOWELL COUNTY REGISTER OF DEEDS OFFICE PLAT BOOK 18,
PAGE 90, PLAT BOOK 19, PAGE 22, AND PLAT BOOK 23, PAGE 7.
END PERMANENT
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1, ELISABETH G. TURNER, AS A DULY REGISTERED ,
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PROFESSIONAL LAND SURVEYOR IN THE STATE OF NORTH FORD"• r
CAROLINA,
HEREBY CERTIFY THAT THE DATA SHOWN ON THIS CROSSING
DRAWING, WAS OBTAINED UNDER MY SUPERVISION, IS AN `
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CONSTRUCTED IN THE FIELD, AND THAT THE PHYSICAL
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AND SEAL THIS 17th DAY OF SEPTEMBER, 2015. L __
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EL SABETH G. TURNER, P.L.S. #L-4440 r L-4440
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'THALWEG
DMBLE STEP
ROC L --VANE
' CONSERVATION
EASEMENT
BY OTHERS
AS—BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED JUNE—JULY 2015
25' 0' 25' 50'
SCALE: 1 "=25' (22x34)
1 "=50' (1 1 x 17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88.
3. CONTROL IS BASED ON EXISTING CONTROL DATA AS SHOWN ON SHEET 3 IN THE
DESIGN PLANS AND RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS.
ADDITIONAL CONTROL WAS ESTABLISHED USING TOTAL STATION & GPS/RTK METHODS
AND CONFIRMED DURING AS -BUILT SURVEY. AS -BUILT CONTROL POINTS ARE LISTED
ON SHEET 1.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS
OF THE STREAM AND GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON
CRAWLEY BRANCH STREAM & WETLAND RESTORATION PROJECT AND MAY NOT SHOW
ALL UTILITIES, STRUCTURES, & BOUNDARIES,
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS PROVIDED BY
THE DESIGNER AND WAS NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7, NO PROPERTY RESEARCH WAS PERFORMED, FOR CONSERVATION EASEMENT SEE
PLAT RECORDED IN McDOWELL COUNTY REGISTER OF DEEDS OFFICE PLAT BOOK 18,
PAGE 90, PLAT BOOK 19, PAGE 22, AND PLAT BOOK 23, PAGE 7.
AS—BUILT
SURVEY
LIMITS
1216
1214
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1212
1210 n
1208 -'
1206 Ili
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1200 i
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N cr�k - STA. 13+83
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STA 10+00 TO 13+83.24 1"=10'(11x17)
i
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11+00
+50
i
LEGEND:
LE- — — — — THALWEG
---------TOP OF BANK/TERRACE
- - - - - - - - - - - - - BANK/TERRACE TOE
E CONSERVATION EASEMENT
------------------------- AS -BUILT SURVEY LIMITS
— EX. PROPERTY LINE
I- (NOT SURVEYED)
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STA 10+00 TO 13+83.24 1"=10'(11x17)
i
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11+00
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LEGEND:
LE- — — — — THALWEG
---------TOP OF BANK/TERRACE
- - - - - - - - - - - - - BANK/TERRACE TOE
E CONSERVATION EASEMENT
------------------------- AS -BUILT SURVEY LIMITS
— EX. PROPERTY LINE
I- (NOT SURVEYED)
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SURVEYED BY:
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DRAWN BY:
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REVIEWED BY:
DST/EGT
PROJECT: TLS -15-001
FILE: NEIGHBOR_ CRAWLEY_
92872_AB_TLS_E
SCALE:
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08/10/2015
SURVEYED BY:
DST/JAPIDTH
DRAWN BY:
ROB/DST]
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-001
FILE: NEIGHBOR_ CRAWLEY_
92872_AB_TLS_E
SCALE:
AS SHOWN
SHEET
7 of 12

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BY OTHERS
I I w
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AS -BUILT PROFILE
WALTON CRAWLEY BRANCH
STA 9+40 TO 16+00
10+00
+50
I, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER , 2015.
CARQ�,%�.
SS '
.�F� spy •
It SEAL
E ISABETH G. TURNER, P.L.S. #L -4440L-4440
f`f��1fr++rl1G+NNN��\e�
UT1
WALTON CRAWLEY
BRANCH
SEE SHEET 10
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11+00 +50 12+00 +50
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AS -BUILT PROFILE
WALTON CRAWLEY BRANCH
STA 9+40 TO 16+00
10+00
+50
I, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER , 2015.
CARQ�,%�.
SS '
.�F� spy •
It SEAL
E ISABETH G. TURNER, P.L.S. #L -4440L-4440
f`f��1fr++rl1G+NNN��\e�
UT1
WALTON CRAWLEY
BRANCH
SEE SHEET 10
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1 "=50'(11 x17)
VERTICAL: 1"=5'(22x34)
1"=10'(11x'!7)
11+00 +50 12+00 +50
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88.
3. CONTROL IS BASED ON EXISTING CONTROL DATA AS SHOWN ON SHEET 3 IN THE DESIGN
PLANS AND RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS, ADDITIONAL
CONTROL WAS ESTABLISHED USING TOTAL STATION & GPSIRTK METHODS AND CONFIRMED
DURING AS -BUILT SURVEY, AS -BUILT CONTROL POINTS ARE LISTED ON SHEET 1.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT COMPLY
WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS OF
THE STREAM AND GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON CRAWLEY
BRANCH STREAM & WETLAND RESTORATION PROJECT AND MAY NOT SHOW ALL UTILITIES,
STRUCTURES, & BOUNDARIES.
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS PROVIDED BY THE
DESIGNER AND WAS NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEMENT SEE PLAT
RECORDED IN McDOWELL COUNTY REGISTER OF DEEDS OFFICE PLAT BOOK 18, PAGE 90,
PLAT BOOK 19, PAGE 22, AND PLAT BOOK 23, PAGE 7.
13+00 +50
AS—BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED JUNE—JULY 2015
25' 0' 25' 50'
SCALE: 1 "=25' (22x34)
1"=50' (1 1 x 17)
CONTOUR INTERVAL = 1'
UT2 DOWNSTREAM E
WALTON CRAWLEY o
BRANCH Lu 00
-SEE SHEET 10 01
aNN j
1 �
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LEGEND:
—• — ---®-— —THALWEG
— — — — — -- — TOP OF BANK/TERRACE
- — — — — — — — — — — — - BANK/TERRACE TOE
E CONSERVATION EASEMENT
------------------------- AS—BUILT SURVEY LIMITS
— EX. PROPERTY LINE
(NOT SURVEYED)
LOG SILL
ROCK A—VANE
ROCK L—VANE
LOG VANE
W/SILL
15+00
LOG/ROCK
L—VAN E
]DOUBLE .
mp!
ii '
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VANE
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STRUCTURE
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DATE:
08110!201
[;SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROBIDST
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-001
FILE: NEIGHBOR_CRAWLEY-
92872
CRAWLEY_
92872_AB_TLS_F
F
SSHOWN
8of12
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GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88.
3. CONTROL IS BASED ON EXISTING CONTROL DATA AS SHOWN ON SHEET 3 IN THE DESIGN
PLANS AND RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS, ADDITIONAL
CONTROL WAS ESTABLISHED USING TOTAL STATION & GPSIRTK METHODS AND CONFIRMED
DURING AS -BUILT SURVEY, AS -BUILT CONTROL POINTS ARE LISTED ON SHEET 1.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT COMPLY
WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS OF
THE STREAM AND GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON CRAWLEY
BRANCH STREAM & WETLAND RESTORATION PROJECT AND MAY NOT SHOW ALL UTILITIES,
STRUCTURES, & BOUNDARIES.
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS PROVIDED BY THE
DESIGNER AND WAS NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEMENT SEE PLAT
RECORDED IN McDOWELL COUNTY REGISTER OF DEEDS OFFICE PLAT BOOK 18, PAGE 90,
PLAT BOOK 19, PAGE 22, AND PLAT BOOK 23, PAGE 7.
13+00 +50
AS—BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED JUNE—JULY 2015
25' 0' 25' 50'
SCALE: 1 "=25' (22x34)
1"=50' (1 1 x 17)
CONTOUR INTERVAL = 1'
UT2 DOWNSTREAM E
WALTON CRAWLEY o
BRANCH Lu 00
-SEE SHEET 10 01
aNN j
1 �
8p 80Zd�-LLu '12
o
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< O v
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14+00
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LEGEND:
—• — ---®-— —THALWEG
— — — — — -- — TOP OF BANK/TERRACE
- — — — — — — — — — — — - BANK/TERRACE TOE
E CONSERVATION EASEMENT
------------------------- AS—BUILT SURVEY LIMITS
— EX. PROPERTY LINE
(NOT SURVEYED)
LOG SILL
ROCK A—VANE
ROCK L—VANE
LOG VANE
W/SILL
15+00
LOG/ROCK
L—VAN E
]DOUBLE .
mp!
ii '
#V-`­
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ROCK CROSS
VANE
-,p ROCK STEP
STRUCTURE
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w J
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0
FO
r
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1188
9 1186
1184
1182
1180
1178
J 1176
U)
1174
LJ`°
CSS 1172
Ln q_
J 1170
7�_j
1168
1166
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16+00
DOUBLE STEP
_OG CROSS VANE
LOG CROSS
VANE
LOG STEP
STRUCTURE
J
w y°/
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V
2
0
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DATE:
08110!201
[;SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROBIDST
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-001
FILE: NEIGHBOR_CRAWLEY-
92872
CRAWLEY_
92872_AB_TLS_F
F
SSHOWN
8of12

I, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER, 2015.
R0l'
irrrrr�i
ss ti``-`
SEAL _
EL SABETH G. TURNER, P.L.S. #L-4440 ;y L-4440 0
at
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GENERAL NOTES:
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2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88,
3. CONTROL IS BASED ON EXISTING CONTROL DATA AS SHOWN ON SHEET 3 IN THE DESIGN
PLANS AND RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS. ADDITIONAL
CONTROL WAS ESTABLISHED USING TOTAL STATION & GPSIRTK METHODS AND CONFIRMED
DURING AS -BUILT SURVEY. AS -BUILT CONTROL POINTS ARE LISTED ON SHEET 1.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT COMPLY
WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS OF
THE STREAM AND GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON CRAWLEY
BRANCH STREAM & WETLAND RESTORATION PROJECT AND MAY NOT SHOW ALL UTILITIES,
STRUCTURES, & BOUNDARIES.
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS PROVIDED BY THE
DESIGNER AND WAS NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEMENT SEE PLAT
RECORDED IN McDOWELL COUNTY REGISTER OF DEEDS OFFICE PLAT BOOK 18, PAGE 90,
PLAT BOOK 19, PAGE 22, AND PLAT BOOK 23, PAGE 7.
LEGEND:
-
--- — - — -— —THALWEG
- -- — — — - TOP OF BANK/TERRACE
--------------- BANK/TERRACE TOE
E CONSERVATION EASEMENT
------------------------- AS -BUILT SURVEY LIMITS
— EX. PROPERTY LINE
(NOT SURVEYED)
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED JUNE -JULY 2015
SCALE: 1 "=25' (22x34)
1"=50' (1 1 x 17)
CONTOUR INTERVAL = 1 '
WALTON CRAWLEY
BRANCH
SEE SHEET 8
4' DIAMETER RISER
TOP 1178.23
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DATE:
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SURVEYED BY:
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DRAWN BY:
ROB/DST
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-001
FILE: NEIGHBOR _CRAWLEY
92872 AB TLS F
SCALE:
AS SHOWN
SHEET
9 of 12

I, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER_, 2015.
`11114111111l1l��
CAROB''>r
SSIp��'Z�''
SEAL Y
EISABETH G. TURNER, P.L.S. #L-4440 r L-4440
7H
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LEGEND:
0
-- —•
— -— —THALWEG
- — —
— — — - TOP OF BANK/TERRACE
- - - - -
- - - - - - - - BANK/TERRACE TOE
E
CONSERVATION EASEMENT
------------------------- AS -BUILT SURVEY LIMITS
—
— EX. PROPERTY LINE
(NOT SURVEYED)
�-E
LOG SILL LOG STEP
STRUCTURE
0 FFD
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STRUCTURE
W/SILL
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED JUNE -JULY 2015
25' 0' 25' 50'
SCALE: 1 "=25' (22x34)
1 "=50' (1 1 x 17)
CONTOUR INTERVAL = 1'
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88.
3. CONTROL IS BASED ON EXISTING CONTROL DATA AS SHOWN ON SHEET 3 IN THE
DESIGN PLANS AND RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS.
ADDITIONAL CONTROL WAS ESTABLISHED USING TOTAL STATION & GPS/RTK METHODS
AND CONFIRMED DURING AS -BUILT SURVEY. AS -BUILT CONTROL POINTS ARE LISTED
ON SHEET 1.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT
COMPLY WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS
OF THE STREAM AND GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON
CRAWLEY BRANCH STREAM & WETLAND RESTORATION PROJECT AND MAY NOT SHOW
ALL UTILITIES, STRUCTURES, & BOUNDARIES.
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS PROVIDED BY
THE DESIGNER AND WAS NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEMENT SEE
PLAT RECORDED IN McDOWELL COUNTY REGISTER OF DEEDS OFFICE PLAT BOOK 18,
PAGE 90, PLAT BOOK 19, PAGE 22, AND PLAT BOOK 23, PAGE 7.
AS -BUILT
SURVEY
Ll M ITS � •'
1188
1186
1184
1182
1180
1178
1176
1174
1172
1170
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SEE SHEET #8
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LEGEND:
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WALTON CRAWLEYBRANCH
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DATE:
08/1012015
SURVEYED BY:
DST/JAP/DTH
DRAWN BY:
ROBlDST
REVIEWED BY:
DST/EGT
PROJECT: TLS -15-001
BOR—CRAWLEY_
FILE:.NEIGH
92872_AB_TLS _F
SCALE.
AS SHOWN
SHEET
10 of 12

1, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER, 2015.
,
CAR©/�i�'%
©�oFESSlay9!L��,�
SEAL
ELI ABETH G. TURNER, P.L.S. #L-4440 r L-4440 cc: _
q� .SUR, . J��`•
F
AS—BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED JUNE—JULY 2015
25' 0' 25' 50'
SCALE: 1 "=25' (22x34)
1"=50' (1 1 x 17)
CONTOUR INTERVAL = 1,
1176
1174
1172
1170
1168
1166
1164
1162
1160
LEGEND:
-- - —• — -— THALWEG
— — — — — -- — TOP OF BANK/TERRACE
- — — — — — — — — — — — - BANK/TERRACE TOE
E CONSERVATION EASEMENT
------------------------- AS—BUILT SURVEY LIMITS
— EX. PROPERTY LINE
(NOT SURVEYED)
LOG SILL
ROCK L—VANE
LOG VANE
W/SILL
DOUBLE STEP
ROCK A—VANE LOG/ROCK
L—VAN E
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88.
3. CONTROL IS BASED ON EXISTING CONTROL DATA AS SHOWN ON SHEET 3 IN THE DESIGN PLANS AND
RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS. ADDITIONAL CONTROL WAS ESTABLISHED USING
TOTAL STATION & GPSIRTK METHODS AND CONFIRMED DURING AS -BUILT SURVEY. AS -BUILT CONTROL POINTS
ARE LISTED ON SHEET 1.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT COMPLY WITH G.S. 47-30
MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS OF THE STREAM AND
GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON CRAWLEY BRANCH STREAM & WETLAND
RESTORATION PROJECT AND MAY NOT SHOW ALL UTILITIES, STRUCTURES, & BOUNDARIES.
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS PROVIDED BY THE DESIGNER AND WAS
NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7, NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEMENT SEE PLAT RECORDED IN
McDOWELL COUNTY REGISTER OF DEEDS OFFICE PLAT BOOK 18, PAGE 90, PLAT BOOK 19, PAGE 22, AND PLAT
BOOK 23, PAGE 7.
CONSERVATION
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DATE:
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SURVEYED BY:
DST/JAPIDTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DSTIEGT
PROJECT: TLS -15-001
FILE: NEIGHBOR _CRAWLEY_
52872 AB TLS_F
SCALE:
AS SHOWN
SHEET
1 of 12
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DATE:
08/10/2015
SURVEYED BY:
DST/JAPIDTH
DRAWN BY:
ROB/DST
REVIEWED BY:
DSTIEGT
PROJECT: TLS -15-001
FILE: NEIGHBOR _CRAWLEY_
52872 AB TLS_F
SCALE:
AS SHOWN
SHEET
1 of 12

I, ELISABETH G. TURNER, AS A DULY REGISTERED PROFESSIONAL
LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, HEREBY
CERTIFY THAT THE DATA SHOWN ON THIS DRAWING, WAS OBTAINED
UNDER MY SUPERVISION, IS AN ACCURATE AND COMPLETE
REPRESENTATION OF WHAT WAS CONSTRUCTED IN THE FIELD, AND
THAT THE PHYSICAL DIMENSIONS OR ELEVATIONS SHOWN THUS
ARE AS -BUILT CONDITIONS EXCEPT WHERE OTHERWISE NOTED
HEREON. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION
NUMBER, AND SEAL THIS 17th DAY OF SEPTEMBER, 2015.
t pF 04;.
.Lela - SEAL
ELISABETH G. TURNER, P.L.S. #L-4440 - r L-444040
cr:
9
LEGEND:
—•—•—•—•—THALWEG
- — — — — — - TOP OF BANK/TERRACE
- - - - - - - - - - - - - BANK/TERRACE TOE
E CONSERVATION EASEMENT
......................... AS -BUILT SURVEY LIMITS
--- — EX. PROPERTY LINE
(NOT SURVEYED)
AS -BUILT SURVEY BY:
TURNER LAND SURVEYING, PLLC
SURVEYED JUNE -JULY 2015
19 rmmpmm ■��I�wi■■
SCALE: 1 "=25' (22x34)
1"=50' (1 1 x 17)
CONTOUR INTERVAL = 1'
CONSERVATIONZ
EASEMENT E
BY OTHERS E
E
41*
A\, ! %�a 72"CMP
4(44!
72"CMP r -t
E
E
E
E
E
E
E
E
CONSERVATION
EASEMENT
BY OTHERS
IN .=l 160.70
72"CMP r�
v ! INV.=1 160.97
As" S,
THALWEG
FLOW
r
� f
�7
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED.
2. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88.
3. CONTROL IS BASED ON EXISTING CONTROL DATA AS SHOWN ON SHEET 3 IN THE DESIGN
PLANS AND RECOVERED DURING THE CONSTRUCTION & AS -BUILT SURVEYS. ADDITIONAL
CONTROL WAS ESTABLISHED USING TOTAL STATION & GPSIRTK METHODS AND CONFIRMED
DURING AS -BUILT SURVEY. AS -BUILT CONTROL POINTS ARE LISTED ON SHEET 1.
4. THIS MAP IS NOT FOR RECORDATION, SALES, OR CONVEYANCES AND DOES NOT COMPLY
WITH G.S. 47-30 MAPPING REQUIREMENTS.
5. THE PURPOSE OF THIS SURVEY IS TO SHOW THE POST CONSTRUCTION CONDITIONS OF
THE STREAM AND GRADING RELATED TO THE NEIGHBORS BRANCH & WALTON CRAWLEY
BRANCH STREAM & WETLAND RESTORATION PROJECT AND MAY NOT SHOW ALL UTILITIES,
STRUCTURES, & BOUNDARIES.
6. INFORMATION SHOWN OUTSIDE THE LIMITS OF AS -BUILT SURVEY WAS PROVIDED BY THE
DESIGNER AND WAS NOT VERIFIED BY TURNER LAND SURVEYING, PLLC.
7. NO PROPERTY RESEARCH WAS PERFORMED. FOR CONSERVATION EASEMENT SEE PLAT
RECORDED IN McDOWELL COUNTY REGISTER OF DEEDS OFFICE PLAT BOOK 18, PAGE 90,
PLAT BOOK 19, PAGE 22, AND PLAT BOOK 23, PAGE 7.
INV.=1 159.41
`2"CMP
oV. =1 158.89
WALTON CRAWLEY
BRANCH
(NOT SURVEYED)
LOU
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