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Baseline Monitoring Document
and As Built Baseline Report
FINAL
Five -Mile Branch Stream and Wetland
Restoration, Iredell County
NCEEP IMS ID# 92185
DENR Contract # D05013S
Prepared for:
North Carolina Department of
Environment and Natural Resources,
Ecosystem Enhancement Program
Raleigh, North Carolina
April 2013
J _NR - VdAT�R QUALITY
_ __.« —for Rranch
RECEIVED
MAY 1 - 2013
NC ECOSYSTEM
ENHANCEMENT PROGRAM

Robert Lepsic
Senior Scientist
Baseline Monitoring and As-
Built Baseline Report
Five -Mlle Branch
NC Engineering License # C -1869
NC Surveying License # C -1869
Prepared for
NCDENR -EEP
Prepared by
ARCADIS G &M of North Carolina, Inc
801 Corporate Center Drive
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
Our Ref
NC604017 0000
Project Manager
Robert Lepsic
Date
April 2013
This document is intended only for the use
of the individual or entity for which it was
prepared and may contain information that
is privileged, confidential and exempt from
disclosure under applicable law Any
dissemination, distribution or copying of
this document is strictly prohibited

Executive Summary
1 Project Goals, Background and Attributes
1 1 Location and Setting
12 Project Goals and Objectives
2 Project Structure, Restoration Type and Approach
21 Project Structure
22 Restoration Type and Approach
3 Project History, Contacts and Attribute Data
4 Success Criteria
5 Maintenance and Contingency Plan
6 Documenting the As -built Condition (Baseline)
61 As-built/Record Drawings
62 Baseline Data Collection
7. References
Figures
Figure 1 Vicinity Map
Figure 2 Project Component Map
Figure 3 Monitoring Device Locations
Appendices
A Restoration Site Photographs
B Tables
C Vegetation Data
D As Built/Record Drawings
E Monitoring Sheets
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Table of Contents

Executive Summary
The Five Mile Branch Mitigation site was selected for stream and wetland restoration
originally by the North Carolina Department of Transportation ( NCDOT) then
transferred to the North Carolina Ecosystem Enhancement Program (NCEEP) The
purpose of this restoration project was to restore, enhance and preserve streams and
wetlands within the site Beaver and Fifth creeks are the primary stream within the
site There are five unnamed tributaries that were preserved The site's original
design was developed while the project was under NCDOT auspices and was a
very sinuous, priority 2 stream restoration with a great deal of structure, which
presented concerns in terms of cost and stability (risk/cost-benefit) The proposed
alignment also led to retrospective concerns of hydrologic trespass by NCDOT for
the 1 -40 right of way Collectively, this prompted an enhancement approach to
the stream channel through stabilization, improvement of the profile, and the
removal of berms to provide additional floodplain connection (NCEEP 2013)
The Five Mile Branch Site (site) is east of Statesville in Iredell County, southeast of
Interstate 40 (1 -40) and northwest of US Route 64 The site is in the Township of Cool
Springs on the Statesville East, NC, 7 5- minute U S Geological Survey (USGS)
topographic quadrangle (Figure 1) The Site comprises 12 adjacent parcels totaling
approximately 229 acres (92 67 ha) It is bordered to the north by 1 -40 and to the
south, east, and west by various forested, pasture, and residential properties Swann
Road (SR 2167), running north and south, bisects the site Chimney Lane dead -ends
on the site west of Swann Road
The restoration strategy implemented on Beaver and Fifth creeks consisted of
Enhancement Level II Both streams were stabilized in their current locations Their
north banks were regraded to a flatter slope and boulder grade control structures were
installed No work was performed on the unnamed tributaries They were preserved
through conservation easements or property purchase Wetland restoration was
accomplished by filling in the drainage ditches, grading floodplain pools and replanting
with native vegetation Through these practices 12,085 linear feet if stream were
enhanced, 890 feet of stream preserved, 48 6 acres of wetland restored and 1 9 acres
of wetlands preserved
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FINAL Baseline Monitoring
and As -Built Baseline
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1 Project Goals, Background and Attributes
p1 1 Location and Setting
— The Five Mile Branch Site (site) is located east of Statesville in Iredell County,
southeast of Interstate 40 (1 -40) and northwest of US Route 64 (Figure 1) The site is
within the Township of Cool Springs on the Statesville East, NC, 7 5- minute U S
Geological Survey (USGS) According to the Yadkin -Pee Dee Basinwide Water Quality
Plan (North Carolina Department of Environment and Natural Resources [NCDENR]
2008), Fifth and Beaver Creeks are in USGS 8 -digit Hydrologic Unit 03040102, 14 -digit
Hydrologic Unit 03040102010100, and North Carolina Division of Water Quality
(NCDWQ) Sub -basin 03 -07 -06 The project is situated in the Piedmont physiographic
region
There are two main streams (Beaver Creek and Fifth,Creek) and five unnamed
tributaries (UT to Beaver Creek, UT at Chimney Lane, UT to Fifth Creek, UT at Swann
Road, and UT at Smiley) located on the site Interstate 40 borders the site to the north
Forested land and agriculture land border the site in the other three directions Beaver
Creek runs about 5,925 linear feet (LF) (1,805 94 meters [m]) across the site before
converging with Fifth Creek Fifth Creek runs approximately 6,610 LF (2,014 73 m)
from 1-40 to the terminus of the project
1 2 Project Goals and Objectives
The primary goals of this restoration project focus on the following
• Increase bank stability, nutrient filtration and aquatic habitat
• Reduce sod disturbance and nutrient inputs to stream
• Improve sod physical and chemical properties in the near term
• Improve hydrologic connectivity with floodplain
• Attenuate site impacts of storm flows
• Restore ground water hydrology to pre - agricultural levels
• Restore wetland and riparian habitat
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These goals were accomplished by
• Establishing a minimum 50 -foot buffer consisting of a mix of native species
representative of piedmont/mountain bottomland hardwood forest The planted
species were selected by evaluation of adjacent reference sites and reviewing
species listed in Classification of Natural Communities of North Carolina Third
Approximation (Schafale and Weakley 1990) A total of 1 9 acres of bottomland
hardwood forest were preserved through land ownership or conservation
easements Land preservation reduced sod disturbance and nutrient input to the
streams
• Grading stream banks, installation of in- stream structures, and removal of an
adjacent berm increased bank stability, improved in- stream habitat diversity and
improved the hydrologic connectivity with the adjacent floodplain Gently sloped,
vegetated, stream banks in conjunction with in- stream structures increased bank
stability The in- stream structures all increased stream habitat diversity by
establishing riffle -pool sequences and establishing stable woody debris
Removal of the berm reduced the water surface elevation required to reach the
floodplain
•
Fill existing drainage ditches and excavating floodplain pools Elimination of the
drainage ditches and grading the floodplain restored groundwater hydrology to
pre - agriculture conditions, in -turn restoring wetlands and riparian habitat
Ripping floodplain soil prior to planting to reduce ground compaction cause by
past agricultural practice and allowing water infiltration
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FINAL Baseline Monitoring
and As -Built Baseline
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Five Mile Branch, Iredell Co
2 Project Structure, Restoration Type and Approach
2 1 Project Structure
The project was broken into nine separate segments due to location within the site
The segments are Beaver Creek (upstream and downstream 10 +87 03 PRBVR), Fifth
Creek (upstream and downstream of Beaver Creek) and five unnamed tributaries (UT
to Beaver Creek, UT, UT at Chimney Lane, , UT at Swann Road, and UT at Freeze)
Project activities provide 12,993 7 feet of stream enhancement level II, 1,425 0 feet of
stream preservation, and 48 0 acres of wetland restoration and 1 9 acres of wetland
preservation
2 2 Restoration Type and Approach
Prior to development and implementation of the restoration plan, the historical land
uses of the site were investigated Research indicated that the site had been in
agricultural use for over 50 years Aerial photography from 1956 shows the site's
agricultural fields, drainage ditches and stream being in the same location as the 2012
pre - restoration condition The major exception being 1-40 was not present in 1956
Based on field observation, it appeared that Beaver Creek and Fifth Creek had been
straightened In the past, the drainage ditches were better maintained, with the
vegetation mowed or sprayed with herbicide The agricultural fields had developed a
significant stand of woody vegetation Maintenance and agricultural practices ceased
when NCDOT purchased the parcels
The restoration strategy implemented on Fifth and Beaver creeks consisted of
Enhancement Level II Both streams were stabilized in their current locations
However, channel dimensions were altered by grading the north bank of both streams
The stream profiles were adjusted through the installation of grade control and bank
stabilization boulder structures No work was performed on the unnamed tributaries
They were preserved with a conservation easement or purchasing the property A
946 04 section of Fifth Creek at the downstream end of the project is not included in
these calculations Property only on the north side of the stream could be secured
through fee simple purchase or the purchase of a conservation easement The south
side is still in private ownership Wetland restoration was accomplished by filling in the
drainage ditches, grading floodplain pools and replanting with native vegetation
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FINAL Baseline Monitoring
and As -Built Baseline
Report
Five Mile Branch, Iredell Co
3 Project History, Contacts and Attribute Data
Investigations into the Five Mile Branch restoration site began over 10 years ago The
site was first identified by the NCDOT who began researching the site in 2001 A
feasibility study was prepared for the site and groundwater monitoring gauges were
installed around this time The gauges were downloaded and maintained for the
following four years until 2005 Subsequently in 2004, the site was transferred to the
NCEEP when restructuring transferred all off -site mitigation opportunities from NCDOT
to NCEEP The site's original design was developed while the project was under
NCDOT auspices and was a very sinuous, priority 2 stream restoration with a
great deal of structure, which presented concerns in terms of cost and stability
(risk /cost - benefit) The proposed alignment also led to retrospective concerns of
hydrologic trespass by NCDOT for the 1 -40 right of way Collectively, this
prompted an enhancement approach to the stream channel through stabilization,
improvement of the profile, and the removal of berms to provide additional
floodplain connection ( NCEEP 2013) ARCADIS revisited the site in February 2009 to
assess stream conditions and document areas of extreme erosion Based on this
assessment, ARCADIS identified areas of importance to focus restoration efforts The
constructed design was based on the 2009 assessment
Project activities, history, dates, contacts and background information are presented in
attached tables
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4 Success Criteria
In general, success criteria and triggers for remedial actions are based on the US Army
Corps of Engineers 2003 Stream Mitigation Guidelines (USAGE 2003) Each year's
monitoring data and results will be compared to those outlined in the Stream Mitigation
Guidelines and previous year's data to identify trends Given that the restoration
performed on site was Enhancement Level II, stream success criteria will be
established only for channel dimension and riparian vegetation Wetland success
criteria will be hydrology and vegetation
Stream Channel Dimension
Channel dimension parameters that will be monitored include width, depth, cross -
sectional area and bank height ratio These parameters are expected to remain
relatively consistent throughout the monitoring period "However, some change is
natural and expected and can even indicate that the design was successful and
appropriate for the hydrologic and sediment regime " (NCDENR 2010) Narrowing of
the channel, development of an inner berm are a few examples Changes to the
channel dimensions will be documented If these changes trend towards instability
(channel widening, incision, etc ), remediation activities may be implemented If the
changes trend towards stability, as those described above, the project can be
considered a success Channel dimension will be monitored through the
establishment and annual surveying of permanent cross section
Stream Hydrology
A minimum of two bankfull events must occur within the 5 year monitoring period The
two events must occur in separate years Data will be collected using pressure
transducers The transducers will be downloaded during wetland hydrology
monitoring
At the time of this report, pressure transducers were not available Two crest stage
gauges were installed to document bankfull while pressure transducers are obtained
The gauges were installed in June 2012 Their locations are shown on the baseline
drawings Pressure transducers will replace the crest stage gauges when obtained
Their locations are shown on Figure 3 It is expected the transducers will be installed
within the next 2 months
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FINAL Baseline Monitoring
and As -Built Baseline
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Five Mile Branch, Iredell Co
One bankfull event occurred around May 14, 2012 This was prior to the installation of
the crest stage gauges It is documented through sediment and woody debris on the
floodplain The attached photographs show the debris
Vegetation
Woody vegetation success criteria will be based on US Army Corps of Engineers 2003
Stream Mitigation Guidelines This criteria call for the survival of 320 stems per acre at
year three, 288 stems per acre at year four and 260 stems per acre at year five
Volunteer and planted stems will be tracked independently in Table 7 Depending
upon the species and overall vigor of the volunteer community, vegetation
success may be evaluated at project closeout by the total stems per acre This
success criterion applies to both stream buffer and wetlands, excluding the floodplain
pools
Wetland Hydrology
Thirty (30) groundwater gauges were installed throughout the site Ten of the gauges
were installed at locations similar to pre - construction locations These will provide data
that can be compared to pre - restoration data and also show if wetland hydrology is
being achieved The remaining gauges were installed throughout the site in wetland
restoration locations These gauges will show if wetland hydrology is being met within
the restoration areas and potentially help determine the wetland boundaries
Hydrologic success criteria will be based on data from an off -site reference wetland
gauge The maximum consecutive days of wetland hydrology of the reference gauge
was 20 days or 10 9% of the growing season The second longest was 8 days or 4 4%
of the growing season, one day under the Corps' 1987 Wetland Delineation Manual
minimum of 5% of the growing season There were nine other occurrences in which
the sod was saturated within 12 inches of the ground surface These events ranged in
duration from 1 to 4 days (0 5% to 2 2% of the growing season)
It is expected that the restoration site will not uniformly exhibit wetland hydrology
Areas in close proximity of the floodplain pools and other depressional features are
expected to exhibit longer hydropenods, similar to the 10 9% of the reference wetland
While areas located nearer the streams or outside of depressional areas will have short
sod saturation periods, more similar to the 4 4% of the reference wetland Given that
L the minimum duration of saturation established by the Corps' is 5% of the growing
season, this will be the minimum established success criteria for wetland hydrology at
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the restoration site Areas showing a hydropenod at the lower end of the success
range (5 % -7 %) will have adjacent vegetation evaluated A FAC- neutral test will be
j conducted in the area of the gauge If the vegetation passes the FAC - neutral test, then
` it will be determined that wetland hydrology success has been achieved If not, further
investigations will be conducted to determine the reason for hydrologic failure
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5 Maintenance and Contingency Plan
As with all stream and wetland restoration projects, unexpected issues may arise that
prevent the success criteria from being met Therefore, a maintenance and
contingency plan is required to establish guidelines to follow when success criteria are
not met and establishes thresholds that when exceeded trigger remedial actions That
being said, it is very difficult to establish an all- inclusive maintenance and contingency
plan Restoration projects are very complex and dynamic systems This section will
discuss the most significant issues that may arise and the associated remedial actions
Remedial actions will not be initiated without consultation and agreement from NCEEP
Vegetation
The vegetation success criterion is outlined above This criterion applies to the entire
site, not individual plots It is possible and highly likely that several plots will not meet
the final success criteria and several plots will exceed it In the event that the entire
site is not demonstrating success, individual plots and plot locations will be evaluated
for the composition of the volunteer contingent and evaluated with the visual
assessment and any associated vegetation mapping on the current condition plan
view This will help determine if the issue is localized or systemic A localized issue
could be cause by shading, sod conditions, topography, etc A systemic issue could be
a result of substandard planting stock, unusual weather patterns, wildlife grazing, etc
Each of these issues requires different remedial actions The cause needs to be
identified before an appropriate action determined One option of corrective measures
to bring the site into compliance with the established vegetation success criteria is
supplemental planting
Wetland Hydrology
Gauges not meeting the above wetland hydrology success criteria will be compared to
the reference gauges, other on -site gauges and site precipitation As with the
vegetation, the cause of the issue needs to be identified prior to development and
commencement of remedial actions Causes of the non - achievement could be a
gauge malfunctioning, gauge not programmed or calibrated correctly, weather pattern,
etc Remedial actions could consist of gauge replacement, gauge reprogramming or
recalibration, additional site grading, etc
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FINAL Baseline Monitoring
and As -Built Baseline
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Five Mile Branch, Iredell Co
Stream Channel Dimension
Two issues that could develop with the stream dimension is a change in width to depth
ratio or a change in bank height ratio If there is a significant shift toward instability in
these parameters during the monitoring period, options will be discussed with NCEEP
Again, the cause and degree (localized verses systemic) of instability need to be
identified
Stream Hydrology
The only possible issue with stream hydrology is not achieving two bankfull events
during the five year monitoring period This can be addressed by extending the
monitoring period to see if the targeted recurrence interval is achieved If the
stream is not accessing its floodplain at the requisite recurrence interval after
some additional monitoring, and climatological reasons cannot be referenced, EEP
will consider implications for success and credit release with the NCIRT
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6 Documenting the As -built Condition (Baseline)
61 As-built/Record Drawings
As -built drawings are presented in Appendix D
6 2 Baseline Data Collection
Baseline data was collected shortly after the as -built survey Vegetation data was
collected at the time all monitoring devises were installed, May 29, 2012 through July
11, 2012
Fry AMle Branch
FINAL Baseline Monitoring
and As -Built Baseline
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Five Mile Branch, Iredell Co
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FINAL Baseline Monitoring
and As -Built Baseline
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j Five Mile Branch, Iredell Co
7 References
f North Carolina Department of Environment and Natural Resources (NCDENR) 2008
Yadkin Pee -Dee River Basinwide Water Quality Plan Prepared by the North
F_ Carolina Division of Water Quality, Water Quality Section
L.
North Carolina Department of Environment and Natural Resources, Ecosystem
( Enhancement Program (NCDENR) 2010 Baseline Monitoring Document
jL M' Format, Data Requirements, and Content Guidance, Version 2 0, October 14,
2010
7 _ North Carolina Ecosystem Enhancement Program (NCEEP) 2013 Letter dated
February 28, 2013
Schafale, M P, and A S Weakley 1990 Classification of the Natural Communities of
North Carolina, A Third Approximation North Carolina Natural Heritage Program,
Fa Division of Parks and Recreation, Department of Environment, Health and Natural
Resources, Raleigh, NC
I US Army Corps of Engineers (USAGE) 2003 April 2003 Stream Mitigation Guidelines
I
United States Department of Agriculture, Natural Resources Conservation Service,
2011 Sod Survey of Iredell County, North Carolina (Available online at
-� http //sods usda goc /survey printed_surveys /)
j Wetland Training Institute 1995 Field Guide for Wetland Delineation 1987 Corps of
t Engineers Manual Poolesvdle, MD WTI 95 -3
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Figures

Directions: Take 140 west out of Raleigh to US 64 west (exit 162)
toward Cool Springs. Turn left onto US 64. Turn right onto Swann
Road. Swann Road crosses the Site just before 140
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The subject project site is an environmental restoration site of the NCDENR Ecosystem Enhancement f
Program (EEP) and is encompassed by a recorded conservation easement, but is bordered by land 1� <
under private ownership. Accessing the site may require traversing areas near or along the easement °
boundary and therefore access by the general public is not permitted. Access by authorized
personnel of state and federal agencies or their designees /contractors involved in the development,
oversight and stewardship of the restoration site is permitted within the terms and timeframes of their
defined roles. Any intended site visitation or activities requires prior coordination with EEP.
0 1,500 3,000 6,000 "
Feet
SCALE: 1:24,000 W E
Source: USGS Quadrangle Maps Statesville East and Cool Springs, NC s
Prepared For VICINITY MAP
Figure No.
Five Mile Branch
l Stelll Stream and Wetland Restoration Site
Iredell County, North Carolina

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Appendix A
Restoration Site Photographs -
Photo Points, Cross Sections,
Vegetation Plots
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Photo Points

Beaver Creek
Photo Point 1. Boulder Vane 7/10/12
Photo Point 1. Looking downstream 7/10/12
Photo Point 2. Looking downstream 7/10/12
Photo Point 3. Looking downstream 7/10/12
Photo Point 4. Floodplain looking east 7/10/12
Photo Point 4. Boulder Vane 7/10/12
Page 1 of 14

Beaver Creek
Photo Point 5. Cross Vane 7/10/12
Photo Point 6. Boulder Vane 7/10/12
Photo Point 7. Boulder Vane 7/10/12
Photo Point 7. Floodplain looking east 7/10/12
Photo Point 7. Floodplain looking west /10/12
Photo Point 8. Floodplain pool looking east 7/10/12
Page 2 of 14

Beaver Creek
Photo Point 9. Cross Vane 7/10/12
Photo Point 10. Cross Vane 7/10/12
Photo Point 10. Floodplain looking east 7/10/12
Photo Point 10. Floodplain looking west 7/10/12
Photo Point 11. Looking downstream 7/10/12
Photo Point 12. Floodplain looking west 7/10/12
Page 3 of 14

Beaver Creek
Photo Point 12. Floodplain pool looking east 7/10/12
Photo Point 13. Floodplain pool looking west 7/10/12
Photo Point 13. Floodplain looking west 7/10/12
Photo Point 14. Floodplain pool looking east 7/10/12
Photo Point 15. Floodplain pool looking west 7/10/12
Photo Point 15. Floodplain looking east 7/10/12
Page 4 of 14

Beaver Creek
Photo Point 16. Looking downstream 7/10/12
Photo Point 16. Looking upstream 7/10/12
Photo Point 17. Floodplain looking west 7/10/12
Photo Point 17. Floodplain looking north 7/10/12
Photo Point 17. Floodplain looking east 7/10/12
Photo Point 18. Cross Vane 7/10/12
Page 5 of 14

Beaver Creek
Photo Point 19. Boulder Vanes 7/10/12
Photo Point 20. Looking downstream 7/10/12
Photo Point 20. Looking upstream 7/10/12
Page 6 of 14

Fifth Creek Upstream of Beaver Creek
Photo Point 21. Rootwads 7/10/12
Photo Point 21. Looking downstream 7/10/12
Photo Point 22. Cross Vane 7/10/12
Photo Point 23. Boulder Vane 7/10/12
Photo Point 23. Fallen tree 7 /10/12
Photo Point 24. Rootwads 7/10/12
Page 7 of 14

Fifth Creek Upstream of Beaver Creek
Photo Point 24. Looking downstream 7/10/12
Photo Point 25. Cross Vane 7/10/12
Photo Point 25. Cross Vane. Left arm scour. 7/10/12
Photo Point 26. Rootwads 7/10/12
Photo Point 26. Floodplain looking downstream 7/10/12
Photo Point 27. Floodplain pool looking west 7/10/12
Page 8of14

Fifth Creek Upstream of Beaver Creek
Photo Point 28. Roodplain looking west 7/10/12
Page 9 of 14

Fifth Creek Downstream of Beaver Creek
Photo Point 28. Confluence looking east 7/10/12
Photo Point 29. Looking downstream 7/11/12
Photo Point 29. Floodplain looking east 7/11/12
Photo Point 30. Cross Vane 7/11 /12
Photo Point 31. Floodplain pool looking northwest 7/10/12
Photo Point 31. Floodplain looking east 7/10/12
Page 10 of 14

Fifth Creek Downstream of Beaver Creek
Photo Point 32. Looking downstream 7/11/12
Photo Point 33. Floodplain looking west 7/10/12
Photo Point 34. Boulder Vane 7/11/12
Photo Point 34. Boulder Vane 7/11/12
Photo Point 35. Boulder Vane 7/11/12
Photo Point 35. Boulder Vane 7/11/12
Page 11 of 14

Fifth Creek Downstream of Beaver Creek
Photo Point 36. Looking downstream 7/11/12
Photo Point 36. Looking upstream 7/11/12
Photo Point 37. Floodplain pool looking north 7/10/12
Photo Point 37. Floodplain looking east 7/10/12
Photo Point 38. Cross Vane 7/11/12
Photo Point 38. Looking south 7/11/12
Page 12 of 14

Fifth Creek Downstream of Beaver Creek
Photo Point 39. Looking upstream 7/11/12
Photo Point 39. Looking downstream 7/11/12
Photo Point 39. Floodplain looking east 7/11/12
Photo Point 40 Cross Vane 7/11/12
Photo Point 40. Looking downstream 7111/12
Photo Point 41. Floodplain looking west 7/11/12
Page 13 of 14

Fifth Creek Downstream of Beaver Creek
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Rack line on floodplain 5/30/2012
Rack line on floodplain 5/30/2012
Page 14 of 14

Cross Section

Cross Section 1 5/29/2012
Cross Section 1 5/29/2012
Cross Section 2 5/29/2012
Cross Section 2 5/29/2012
Page 1 of 5

Cross Section 3 5/30/2012
Cross Section 3 5/30/202
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Cross Section 4 5/30/2012
Cross Section 4 5/30/2012
Cross Section 5 5/30/2012
Cross Section 5 5/30/2012
Page 2 of 5

Cross Section 6 5/30/2012
Cross Section 6 5/30/2012
Cross Section 7 5/30/2012
Cross Section 7 5/30/2012
Cross Section 8 5/31/2012
Cross Section 8 5/31/2012
Page 3 of 5

Cross Section 9 5/31/2012
Cross Section 9 5/31/212
Cross Section 10 5/31/2012
Cross Section 10 5/31/2012
Cross Section 11 5/31/2012
Cross Section 11 5/31/2012
Page 4 of 5

Cross Section 12 5/31/2012
Cross Section 12 5/31/2012
Cross Section 13 5/31/2012
Cross Section 13 5/31/2012
Page 5 of 5

Vegetation Monitoring
Plots

Vegetation Monitoring Plot #1 5/29/2012
Vegetation Monitoring Plot #2 5/29/2012
Vegetation Monitoring Plot #3 5/29/2012
Vegetation Monitoring Plot #4 5/29/2012
Vegetation Monitoring Plot #5 5/30/2012
Vegetation Monitoring Plot #6 5/30/2012
Page 1 of 4

Vegetation Monitoring Plot #7 5/30/2012
Vegetation Monitoring Plot #8 5/30/2012
Vegetation Monitoring Plot #9 5/30/2012
Vegetation Monitoring Plot #10 5/30/2012
Vegetation Monitoring Plot #11 5/30/2012
Vegetation Monitoring Plot #12 5/30/2012
Page 2 of 4

Vegetation Monitoring Plot #13 5/30/2012
Vegetation Monitoring Plot #14 5/31/2012
Vegetation Monitoring Plot #15 6/1/2012
Vegetation Monitoring Plot #16 5/31/2012
Vegetation Monitoring Plot #17 6/1/2012
Vegetation Monitoring Plot #18 5/31/2012
Page 3 of 4

Vegetation Monitoring Plot #19 6/1/2012
Vegetation Monitoring Plot #20 6/1/2012
Vegetation Monitoring Plot #21 6/1/2012
Vegetation Monitoring Plot #22 6/1/2012
Vegetation Monitoring Plot #23 6/1/2012
Page 4 of 4

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132 E. Wast imqlon Street, Suite 600
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Indonoporis, IN 46204
Te6 317.236.2813 Fee; 317.231.6514
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BANKFULL ELEV. 728.1
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PROPOSED : .... .
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FT

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LLEV 720 ........ ........ ................. I ........ ...... ........ 720
----------- ...
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EXISTING
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75 To 65 a 55 w 45 40 33 39 23 29 15 is 5 a

Appendix B
Tables

Table 1 Project Components and Mitigation Credits
Five Mile Branch Stream Restoration, EEP IMS ID# 92185
Mitigation Credits
Stream
Riparian Wetland
Non - riparian
Buffer
Nitrogen
Wetland
Nutrient Offset
Nutrient Offset
Type
R
RE
R
RE
R
RE
-�
Totals
5,9247
1425
480
04
-
-
-
-
-
Project Components
Restoration -
Restoration
Project Component -or- Reach
ning /Location
Station
xisting
Approach
or-
Footage or
Mitigation Ratio
ID
Footage /Acreage
(PI, PII etc)
Restoration
Acreage
Equivalent
Reach 1 - Beaver Creek
10 +87 03 PRBVR to Fifth
6,1337
E II
R
5935 38*
2 1**
Creek
Reach 2 - Fifth Creek upstream
1 -40 to Beaver Creek
1,5267
E II
R
1,5267
2 1 **
of Beaver Creek
Reach 3 - Fifth Creek
Beaver Creek to 78 +60 00
5,3333
E II
R
4387 26*
2 1 **
downstream of Beaver Creek
PRFTH
Reach 4 - Beaver Creek
Property line to 10 +87 03
1930
Pres
RE
1930
10 1
(Upstream)
PRBVR
Reach 5 - UT to Beaver Creek
property line to Beaver Creek
1801
Pres
RE
180 1
10 1
(Upstream)
Reach 6 - UT
Property line to Beaver Creek
2204
Pres
RE
2204
10 1
Reach 7 - UT at Chimney Lane
Property line to Beaver Creek
1395
Pres
RE
1395
10 1
Reach 8 - UT at Swann Road
Property line to Fifth Creek
5200
Pres
RE
5200
10 1
Reach 9 - UT at Freeze
Within the Conservation
1720
Pres
RE
1720
10 1
Property
Easement
Wetlands
Throughout the site
480
Rest
R
480
1 1
Wetlands
Throughout the site
1 9
Pres
I RE
1 9
5 1
Component Summation
Stream
Riparian Wetland
Non - riparian Wetland
Buffer
Upland
Restoration Level
(linear feet)
(acres)
(acres)
(square feet)
(acres)
�■
__
Rivenne
Non- Rivenne
Restoration
N/A
480
N/A
N/A
N/A
N/A
Enhancement
N/A
N/A
N/A
N/A
N/A
Enhancement I
N/A
Enhancement II
12,9937
Creation
N/A
N/A
N/A
N/A
Preservation
1,4250
1 9
N/A
N/A
N/A
High Quality
N/A
N/A
N/A
N/A
N/A
Preservation
* Difference between existing and restoration footage is due to a section of stream preservation at the the upstream limit of the
project and the absence of ownership of both side of the stream at the downstream limit of the project
* *due to the near systemic nature of the improvement to the channel cross - section and the localized improvements to the profile /in
stream habitat, a credit ratio of 2 0 1 is being used
I
I 1
I

J - - - I - --
Table 2. Project Activity and Reporting History
Five Mile Branch Stream Restoration. EEP IMS ID# 92185
Activity or Deliverable
Data Collection
Complete
Completion or
Delivery
Restoration Plan
Dec -09
Dec -09
Final Design — Construction Plans
Nov -10
Nov -10
Construction
Apr-1 1
A r -12
Mitigation Plan / As -built Year 0 Monitoring — baseline
Jun -12
Mar -13
Year 1 Monitoring-
Year 2 Monitoring-
-
Year 3 Monitoring-
-
Year 4 Monitoring-
-

i
r,
1 ,
r;
i
i
�1
Table 3 Project Contacts Table
Five Mile Branch Stream Restoration, EEP IMS ID# 92185
Designer
ARCADIS G &M of NC, Inc
801 Corporate Center Dr, Suite 300, Raleigh NC 27607
Primary proiect desi n POC
Robert Le sic 919 - 854 -9812
Construction Contractor
North State Environmental
2889 Lowery Street, Winston Salem, NC 27101
Construction contractor POC
Michael Anderson 336- 245 -1253
Survey Contractor
North State Environmental
2889 Lowery Street, Winston Salem, NC 27101
Survev contractor POC
David K Allev, PLS 336- 250 -9225
Planting Contractor
Southern Garden, Inc
PO Box 808, Apex, NC 27502
Planting contractor POC
Todd Laasko 919 - 362 -1050
Seeding Contractor
Canady's Landscape and Erosion Control
256 Fairview Acres Road,Lexington NC 27295
Contractor point of contact
336- 236 -1182
Seed Mix Sources
Green Resource, Colfax, NC 27235
336- 855 -6363
Nursery Stock Suppliers
Foggy Mountain Nursery 336- 384 -5323
Claridge Nursery 919 - 731 -7988
Brook Run Plantation 434 - 292 -1677
Monitoring Performers
ARCADIS G &M of NC, Inc
Baseline and Year One
801 Corporate Center Dr Suite 300 Raleigh NC 27607
Stream Monitoring POC
Robert Lepsic 919 - 854 -9812
.Vegetation Monitoring POC
Robert Le sic 919 - 854 -9812
Wetland Monitorinq POC
Robert Le sic 919 - 854 -9812

Table 4 Project Baseline Information and Attributes
Five Mile Branch Stream Restoration, EEP IMS ID# 92185
Project Information
Project Name
Five Mile Branch Stream and Wetland Restoration
County
Iredell
Project Area (acres)
229
Project Coordinates (latitude and longitude)
0350 50'40 18" N 0800 46'27 37" W
Project Watershed Summary Information
Physiographic Province
Piedmont
River Basin
Yadkin -Pee Dee
USGS Hydrologic Unit 8 -digit
3040102
DWQ Sub -basin
03 -07 -06
Project Drainage Area (acres)
26
Project Drainage Area Percentage of Impervious
Area
10 -20
CGIA Land Use Classification
Heavily developed, cultivated, herbaceous and
shrubland, forest land, water bodies
Reach Summary Information
Parameters
Reach 1
Reach 2
Reach 3
Length of reach (linear feet)
6,134
1,527
5,333
Valley classification
VIII
VIII
VIII
Drainage area (acres)
10 7 mi
13 9 mi
26 0 mi
NCDWQ stream identification score
12- 108 -13 -1
12- 108 -13
12- 108 -13
NCDWQ Water Quality Classification
Class C
Class C
Class C
Morphological Description (stream type)
E5
E5
E5
Evolutionary trend
Underlying mapped sods
Codorus loam
Codorus loam
Codorus loam
Drainage class
somewhat poorly drained
somewhat poorly drained
somewhat poorly drained
Sod Hydric status
Yes
Yes
Yes
Slope
0 -2%
0 -2%
0 -2%
FFEMA classification
lZone AE
lZone AE
I Zone AE

Native vegetation community
IlBottomland hardwood
113ottomland hardwood
Bottomland hardwood
Percent composition of exotic invasive vegetation
1 <5
1<5 1<5
Wetland Summary Information
Parameters
Wetland 1
Wetland 2
Wetland 3
Size of Wetland (acres)
480
Wetland Type (non - riparian, riparian nvenne or riparian non-
riverine)
Riparian nvenne
Mapped Sou Series
Codorus loam
Drainage class
somewhat poorly drained
Sod Hydnc Status
Yes
Source of Hydrology
groundwater, precipitation
and overbank flooding
Hydrologic Impairment
Ditching
Native vegetation community
Bottomland hardwood
Percent composition of exotic invasive vegetation
<5
Regulatory Considerations
Regulation
Applicable?
Resolved
Supporting
Documentation
Waters of the United States — Section 404
Yes
Yes
Restoration Plan
Waters of the United States — Section 401
Yes
Yes
Restoration Plan
Endangered Species Act
Yes
Yes
Restoration Plan
Historic Preservation Act
Yes
Yes
Restoration Plan
Coastal Zone Management Act (CZMA)/ Coastal
Area Management Act CAMA
No
N/A
N/A
FEMA Floodplain Compliance
Yes
Yes
Restoration Plan
Essential Fisheries Habitat
No
N/A
N/A

Exhibit Table 5a Baseline Stream Data Summary
Five Mile Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach Reach 1 Beaver Creek 5,622 feet
Parameter G
Gauge' R
Regional Curve P
Pre - Existing Condition R
References Reach(es) Data' D
Design A
As -Built I Baseline
Dimension and Substrate - Riffle E
Equation M
Min M
Mean M
Med M
Max S
SD n
n M
Min M
Mean M
Med M
Max S
SD n
n M
Min M
Mean M
Max M
Min M
Mean M
Med M
Max S
SD n
n
Bankfull Width (ft) 5
51 0 4
41 9' 2
202 2
267 2
263 3
352 4
43 4
48 N
N/A N
N/A N
N/A N
N/A N
N/A 2
207 2
276 3
388 2
241 2
295 2
263 3
381 7
75 3
3
Flootlprone Width (11) �
�a _
_ r 1
1000 1
1800 -
- 2
2500 -
- -
- N
N/A N
N/A N
N/A N
N/A N
N/A 1
1000 1
1800 2
2500 -
- >
>200 -
- -
- 0
00 3
3
Bankfull Mean Depth (ft) 2
27 2
2 2' 3
33 4
45 4
45 5
59 0
05 4
48 N
N/A N
N/A N
N/A N
N/A N
N/A 3
33 4
42 5
50 3
35 4
42 4
44 4
47 0
06 3
3
Bankfull Max Depth (11) 3
33 _
_ - ^ -ro'n`� 5
50 6
69 6
69 8
81 0
07 4
48 N
N/A N
N/A N
N/A N
N/A N
N/A 4
46 5
59 7
72 6
64 6
68 7
70 7
71 4
40 3
3
Bankfull Cross Sectional Area (it') ,
, 1393 9
92 9" 7
797 1
1194 1
1169 1
1760 2
22 9 4
48 N
N/A N
N/A N
N/A N
N/A N
N/A 7
750 1
1155 1
1632 1
1054 1
121 1 1
1245 1
1334 1
143 3
3
Width /Depth Ratio 1
188 4
44 6
60 5
59 9
91 1
1 2 4
48 N
N/A N
N/A N
N/A N
N/A N
N/A 5
51 6
66 9
95 5
55 7
73 5
56 1
109 3
31 3
3
Entrenchment Ratio 1
1 4 4
46 8
82 -
- 1
109 -
- -
- N
N/A N
N/A N
N/A N
N/A N
N/A 3
36 6
64 9
90 5
52 7
70 7
76 8
83 1
1 6 3
3
Bank Height Ratio '
' 1 4 1
1 0 1
1 2 -
- 1
1 5 -
- -
- N
N/A N
N/A N
N/A N
N/A N
N/A -
- 1
1 0 -
- -
- 1
1 0 -
- -
- 0
00 3
3
d50 (mm) N
NOWISM -
- 0
02 -
- -
- -
- -
- N
N/A I
I N/A N
N/A N
N/A N
N/A "
- _
_ -
" W
WAJM
's-. -
.]i S.c =.�.p »ten ll, r- -
- s
s.•,`'t'w �
�Kh V
s._ =
= ''Al 'a =
= -
- f
- _ r
r T, -
- - -
-
Riffle Length (ft) -
- -
- -
- -
- -
- -
- -
- N
N/A N
N/A N
N/A N
NIA N
N/A -
- -
- -
- -
- -
- -
- -
- -
- -
-
Riffle Slope (ft) S
SM VIM 1
1WMJjl= 0
00 0
0 0020 0
0 0014 0
0 0094 0
0 003 2
26 N
N/A N
N/A N
N/A N
N/A N
N/A 0
00 0
00020 0
00094 -
- -
- -
- -
- -
- -
-
Pool Length (ft) _
_ J
JIM 55 2
257 1
191 1
1619 2
275 3
34 N
N/A N
N/A N
N/A N
N/A N
N/A 5
55 2
257 1
1619 -
- -
- -
- -
- -
- -
-
Pool Max Depth (11) E
EM O
OR= 47 6
67 6
66 7
78 0
09 1
13 N
N/A N
N/A N
N/A N
N/A N
N/A 4
47 6
67 7
78 4
43 4
43 4
43 4
43 0
0 2
2
Pool Spacing (ft) W
WM M
MM 206 1
1767 1
191 7
7489 2
275 3
34 N
N/A N
N/A N
N/A N
N/A N
N/A 2
206 1
1767 7
7489 -
- -
- -
- -
- -
- -
-
Pool Cross Sectional Area (112) 8
809 1
1006 -
- 1
1198 -
- -
- N
N/A 2
/A N
N/A t
N/A 8
809 1
1006 1
1198 7
744 4
404 4
404 5
521 1
165 2
2
Fatter 4
i... s
s' �
2iNy /
-
Channel Beltwidth (ft) 4
470 2
2350 4
4430 N
N/A N
N/A N
N/A N
N/A N
N/A 4
470 2
2350 4
4430 4
470 L
2350 4
4430
Radius of Curvature (11) a
a= U
UM C
CM 600 3
35270 -
- 1
140000 -
- -
- N
N/A N
N/A N
N/A N
N/A N
N/A 6
600 3
35270 1
140000 6
600 3
35270 -
- 1
140000 -
- -
-
Rc Bankfull Width (Rift)
2
27 1
161 8 -
- 6
6422 -
- -
- N
N/A N
N/A N
N/A N
N/A N
N/A 2
22 1
1278 5
5072 2
22 1
1278 -
- 5
5072 -
- -
-
Meander Wavelength (11) 5
5750 1
13800 -
- 2
21320 -
- -
- N
N/A N
N/A N
N/A N
N/A N
N/A 5
5750 1
13800 2
21320 5
5750 1
13800 -
- 2
21320 -
- -
-
Meander Width Ratio
263 6
633 -
- 9
978 -
- -
- N
N/A N
N/A N
N/A N
N/A N
N/A 2
208 5
500 7
772 2
208 5
500 -
- 7
772 -
- -
-
Substrate`tUedand't`,a` it aiameber 3
3 d -; =rC ( .
._ F fr $- ,� • ° -., =_ =` =` * .' _ _ if
-w
RI %IRu % /P % /G % /S% '
.,y x
SC%/ Sa%/ G%/ C%/ B % /Be %..r�`.t:``__.a3',$�'2"'v, -
- N
N/A
16 I d35 / d50 / d84 / d95 / diP / di °p (mm).�� >
> 2 0 mm N
N/A
- k 9
Reach Shear Stress (competency) Ib /f2�� '
' 0
043 r
r +� ` " z� "`" 0
035 0
031
Max part size (mm) mobilized at Bankfull ,
,a,-� 3
330 z
�r.F-.>, __• ray
240 2
227
Stream power (transport capacity) W/m 2 1
1 58 s
s 1
1 3 1
129
i45ddrtwnal =Rt. Parameters -
rTPa9frr� .
- i ` A' ^1* ` �'"Q' F ,
, s. r z - -
- a xw
Drainage Area (SM)A� 1
1076 N
N /A"
Impervious % ,
,i'2�� �
� °t^ � g� �— ;�- 1
10 -20 N
N/A
VE5 E
-
g b
B I
I " W' `11 E
E5 N
N/A V
E5
Bankfull Velocity (fps) 3
39 4
41"'
3 8 x
xti;? `; -ran ;F ," - -_ 3
3 7 3
36
Bankfull Discharge (cfs) 5
5399 3
379 2' 7
7
3 45 "
" a >' �r'r �' 1 "<
ub� R 4t' ':3 ;<. b
b rti 3x +37?s�wau:„4S7L'Y f
f}xi kxs _�" i.yyu?� A~
Valle length (ft) Y 9 () r
r „P 9A��:ur^aaxrtrcriv N
N/A g
g��Ms'+��� -.1'
Channel Thaiweg length (ft) '
' E
Eia N
N/A
Sinuosity (ft) '
' at�x �
�{s(e. 1
1 07 N
N/A 1
1 07 1
1 07
Water Surface Slope (Channel) (ft/ft) 0
0 0032
00016 N
N/A 0
00016 0
00014
BF slope (Rift) -
- �
_'fr�
- N
N/A -
- -
-
Bankfull Floodplane Area (acres) x
x"=_ N
N/A A
AVE VO 0
05
NC Rural Mountain and Piedmont Regional Curve Surly County NRCS Draft 1/2712010
NC Rural Mountain and Piedmont Regional Curve Surry County NRCS Draft 3116/2006
"'Bankfull Discharge /Bankfull Cross Sectional Area
1 A singulare reference stream was not used to design the Enhancement Level II project
2 As built profile parameters not calculated for Enhancement Level 11

Exhibit Table 5b Baseline Stream Data Summary
Five Mile Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach Reach 2 Fifth Creek upstream of Beaver Creek 1,251 feet
Parameter
Gauge'
Regional Curve
Pre - Existing Condition
References Reach(es) Data'
Design
As -Built / Baseline'
Dimension and Substrate Riffle
Equation
Min
Mean
Med
Max
SD
n
Min
Mean
Med
Max
SD
n
Min
Mean
Max
Min
Mean
Med
Max
SD
n
Bankfull Width (ft)
51 0
46 0`
239
307
303
403
48
11
N/A
N/A
N/A
N/A
N/A
N/A
251
290
330
242
1
Floodprone Width (ft)
,•i6y� E e _ ,,,R
�
�z �)'n 4 "'`
-
>200 0
-
-
-
N/A
N/A
N/A
N/A
N/A
N/A
>200 0
_
_
>200 0
1
Bankfull Mean Depth (ft)
27
2 3*
38
42
42
50
04
11
N/A
N/A
N/A
NIA
N/A
N/A
38
41
46
-
43
-
-
-
1
Bankfull Max Depth (ft)
33
,;
67
78
79
91
06
11
N/A
N/A
N/A
N/A
N/A
N/A
64
74
83
-
77
Bankfull Cross Sectional Area (ft:)
1393
112 5 **
940
1301
1282
1764
48
11
N/A
N/A
N/A
N/A
N/A
N/A
1045
1197
1447
-
1042
-
-
-
1
Width /Depth Ratio
188
JIM
LMM
53
70
71
84
1 0
11
N/A
N/A
N/A
N/A
N/A
N/A
55
70
86
-
56
-
-
-
1
Entrenchment Ratio
1 4
-
65
-
-
-
-
N/A
N/A
NIA
N/A
N/A
N/A
-
65
-
-
83
-
-
-
1
Bank Height Ratio
1 4
1 1
1 1
-
1 2
-
-
NIA
N/A
N/A
N/A
N/A
N/A
1 0
1 0
1 0
-
1 0
-
-
-
1
d50 (mm)
F
Mme'
02
N/A
N!A
N/A
N/A
N/A
N/A
t
-
Prof ra<.,
JLT.- —
i^0iw
n�a
1 p6_11 , "t V,X ,v;,,
=;ka y;. „
rY
1+''H.�a 'A •l _ F. T .. -YJ�e
Y?, , -< •� _ f ," %
.,�_�
a _ +b
� r ��_e�t+w
�^'�3♦w3r,,.�
- J�r.t
»X __:�•ur
t�' � �_st=':_�
� ^.en�
— :,2'.i
_�..._YY�s.,�
��f''x�w
n,o -{
Riffle Length (ft)
mm
N/A
N/A
N/A
N/A
N/A
N/A
Riffle Slope (ft)R
_
0 0009
0 0010
0 0010
0 0011
00001
2
N/A
N/A
N/A
N/A
N/A
N/A
00009
00010
00011
-
-
-
-
- -
Pool Length (ft)
&1J=
SIM
OMM
OW
-
-
-
-
-
-
N/A
N/A
N/A
N/A
N/A
N/A
81 2
1128
1443
-
-
-
-
- -
Pool Max Depth (ft)
-
-
-
-
-
-
N/A
N/A
N/A
N/A
N/A
N/A
75
78
80
-
72
-
-
- 1
Pool Spacing (ft)
OJM
OMM
-
-
-
-
-
-
N/A
N/A
N/A
N/A
N/A
N/A
2720
2970
3220
-
-
-
-
- -
Pool Cross Sectional Area (ft2)
a,* _5"
6d a
-
-
_
_
_
_
N/A
N/A
N/A
N/A
N/A
N/A
104 5
1 1197
1 1447
1 -
1363
1 -
-
- 1
'-q-?� a� 'j!
Pattern 1.,,gs�np „? �- �yi,`�! ��.ra
• a^':7 ir`�r"r`•'''S'.iPYrl.9'tr9' t'
_ 3N
+�X.i,+i. =�_ -2'Yt d� ..s. -` r+4�� T ��s, �i r, >+ "fit 'S'a::
..
'x`�N x,
Channel Beltwldth (ft)
480
6390
15660
/A
N/A
N/A
NIA
N/A
N/A
480
6390
15660
480
6390
15660
Radius of Curvature (ft)
;n€
12750
26930
-
38000
-
-
N/A
N/A
N/A
N/A
N/A
N/A
12750
2693o
38000
12750
26930
-
38000
-
-
Rc Bankfull Width (ft/ft)
_
49 6
104 8
-
1478
-
-
N/A
N/A
N/A
N/A
N/A
N/A
496
1048
1478
496
1048
-
1478
-
-
Meander Wavelength (fl)
OPW
t , t
44640
46180
-
4771 0
-
-
N/A
N/A
N/A
N/A
N/A
N/A
44640
46180
4771 0
44640
46180
-
4771 0
-
-
Meander Width Ratio
ss'Rn'.
'`�§
1737
1797
-
1856
-
-
N/A
N/A
N/A
N/A
N/A
N/A
1737
1797
1856
1737
1797
-
1856
-
-
Subst�ateabedfarid t�ans'port pararn_et_e`rs� poi
- _ 5RaYi Cf.JroFSst3i�r"m.S.ei�3x>i,
-ii' ^,i1`k �a «'>a''4"Jr mss �:.�? `S n;:e4^`:�s5�1.<i'�.E;�
ti.. o" .mot ^7+. 'iii^ -s )t+ .. :4�':+i ♦ :.r
RI % /Ru % /P % /G % /S %""�;
tip..:
a.
<�:..`sa�i`d�
-
N/A
-
SC% / Sa% /G % / (% / B% / Be%
�w< "i�
-kdS YY -+/`L
" s" { 'i t .rY
-C'ae u"d �>+a8`9A�Y'YSa'cr"` e> W -
N/A
y ; • 't? 4
3 n'w'rh ^- .a s- ' Tom± �,_•'
16 d35 / d50 / d84 l d95 I dl P / dig P (mm)
74, *�S
-'N
> 2 0 mm
N/A
:,: .:'a; � �•
�-` - � `z - �'.,� -,
Reach Shear Stress (competency) Ib /f 2
Max part size (mm) mobilized at bankfull
Stream power (transport capacity) W /m'
fi
�
'br 'a`4
;� -�.' - -'�� -- ��„t,
038
< _F -• -' M '-_2_r - ^•&,a' '1F, ,r'AacChc
3,����i,:, -,.,
0 3
037
280
xaY :,� - Y
170
279
1 36
°_" -�`M "'4', i'
1 46
179
.{»s s}�s�F T'ati= c.d
A- `d`ditional ReachrParam_eters,�.
..i,_ _ ) &:ir� -a_- `-•.�-
� '�
.�-� ...<���
•ve�:�
_� ,.� ��3 -•'� �s �r„��,- . � 4. ,, _. � r, ���,,
� - : - a�' -1 ".v' - - -4� ti� ��>? -�3 D�i4 _- •�•T�_>
s7«. ,r ....rh �°�- �' = =�... - �;ka�S.i..v'.`-:f�: .�.F _ - a.a.',<,lr- `kT-,� ". tid�.:5.sr "d��`.� -.g, ?�- ..�" -s
,�,.a �,� -.ter; max_ ,�-� � -�, .,y �� < �� r
9'O{l<� -r.� +�..F�._a��y .� '�dR',*
�,� =..-.. r�= �,�r,rF�.a ,: +La:r:*a D �_ ���, rr�
Drainage Area (Sid)
< � " .M"IT,
1393
N/A
°-- _
f-
e
Impernouscover estimate ( /o)
�sarit s Lg
t
10 -20
N/A
_
Rosgen Classification
B
a wl "KS "_
_�_�>�y�r y "ZZ46�
E5
N/A
E5
E5
Bankfull Velocity (fps)
tY(P)
39
41...
34
Ms s ✓.m ,� _ a -
,t '
34
39
Bankfull Discharge (cfs)
539 9
466 8`
4423
a'�rl� ti -
__ x `ti_' '"
x "° _ ° _ -- ^ r ,- " "' xtx T•' _ - "u
Valley length (ft)1
% " a
-
N/A
„ <'» , w y ':1k
„rim "`� ' ' ` „_ V ,>
Channel Thalweg length (ft)���,
u
-
N/A
-
Sinuosity O
!a
1 04
N/A
1 04
1 04
Water Surface Slope (Channel) (ft/ft)
0 0032y
00013
N/A
00013
000171
BF slope (ft/ft)
-�snfT
-�
-
N/A
-
-
Bankfull Floodplane Area (acres)t
_
N/A
A2ditional�WReac`�` h Parame"t rs. -s ;. _
ems -,
: ; r.,
r<,
- s = °= ye _ ,, ,'r, R t, P`r _ =�? of t
�wrr%>nrnta� 4 -s
`�' �(
r 1
o
Proportion over wide ( /o)
N/A
�.r n��,.;,r i `yrlr
. �a� �
&k-:� %�- r..c3:i-` +_'f'i °w
n� .' &W ,
Entrenchment Class (ER Range)
r,- -
�<�
,..
�---- - - - - -- -
-
N/A
Incision Class (BHR Range)
�r�
r
- -�
-
N/A
-
BEHIVL % /L % /M %/ H % /VH %/ E /o °
N!A°P�`g
Channel Stability r Habitat Metric
b
' '�:
'i" a =tea -'�,
'< ”
N/A
-_" {'; ,.'�` ,�,
�"q;H' � ,C,� =; y
t"` AWN
Biological or Oth er
T-
li%RFIn
NIA
yl j'x
NC Rural Mountain and Piedmont Regional Curve Surry County NRCS Draft 1/27/2010
" NC Rural Mountain and Piedmont Regional Curve Surry County NRCS Draft 3/16/2006
"'Bankfull Discharge /Bankfull Cross Sectional Area
1 A singulare reference stream was not used to design the Enhancement Level II project
2 As built profile parameters not calculated for Enhancement Level II

Exhibit Table 5c Baseline Stream Data Summary
Five Mlle Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach Reach 3 Fifth Creek downstream of Beaver Creek 4 377 feet
Parameter
Gauge'
Regional Curve
Pre - Existing Condition
References Reach(es) Data'
Design
As -Built I Baseline'
Dimension and Substrate - Riffle
Equation
Min
Mean
Med
Max
SD
n
Min
Mean
Med
Max
SD
n
Min
Mean
Med
Min
Mean
Med
Max
SD
n
Bankfull Width (ft)
51
58"
279
356
347
441
39
27
N/A
N/A
N/A
N/A
N/A
N/A
263
334
408
284
341
322
41 7
69
3
Floodprone Width (ft)
i {
f=`;' - _-
250
316 7
-
4000
-
-
N/A
N/A
N/A
N/A
N/A
N/A
-
>200 0
-
-
>200 0
-
-
-
-
Bankfull Mean Depth (ft)
27
2 8'
45
53
51
68
05
27
N/A
N/A
N/A
N/A
N/A
N/A
40
47
57
40
43
41
47
04
3
Bankfull Max Depth (ft)
33
�„ gMJJGM, I rp=
58
76
72
93
07
27
N/A
N/A
N/A
N/A
N/A
N/A
51
65
78
56
63
63
7 1
08
3
Bankfull Cross Sectorial Area (ft2)
1393
179 2"
1926
202 5
175 5
222 2
22
27
N/A
N/A
N/A
N/A
N/A
N/A
120 3
1578
2027
1153
1435
1502
1652
256
3
Width/Depth Ratio
188
47
6 6
6 8
8 2
10
25
N/A
N/A
N/A
N/A
N/A
N/A
5 2
7 1
88
69
81
69
104
2
3
Entrenchment Ratio
14
7 1
86
10 8
N/A
N/A
N/A
N/A
N/A
N/A
>6 5
48
60
62
70
1 1
3,
Bank Height Raho
14
1 3
1 5
-
1 7
-
-
N/A
N/A
N/A
N/A
N/A
N/A
-
1 0
-
1 0
1 0
10
10
0
3
d50 (mm)
02
-
-
-
-
N/A
N/A
N/A
N/A
N/A
N
-
UNM
OFIM
KIM
FEW
•
Riffle Length (ft)
i
-
-
-
-
N/A
N/A
N/A
N/A
N /A
N/A
-
-
-
-
- -
-
-
-
Riffle Slape (ft)
00
00017
0 002
0 004
0
18
N/A
N/A
N/A
N/A
N/A
I N/A
00022
00026
0 003
-
- -
-
-
-
Pool Length (ft)
152
30
275
698
15
19
N/A
N/A
N/A
N/A
1128
1443
-
- -
-
-
-
Pool Max Depth (fl)
8
94
95
114
1 1
15
N/A
N/A
N/A
N/A
78
80
61
64 A9
7n
Pool Spacing (ft)
,
_ _
623
2563
1506
1206
298
18
N/A
N/A
N/A
N/A
IL
2970
3220
-
- -
-
-
-
Pool Cross Sectional Area (rte)
-
1990
-
-
N/A
N/A
N/A
N/A
157 8
202 7
148 3
169 9 152 2
209 2
34 1
3
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i"c_� ^'lx F3Q
Ag "�sc",...P' E '`
aw 't" �Yt
Channel Beliwidth (ft)
�
-
48
639
1556
N/A
N/A
NIA
N/A
N/A
N/A
48
639
1556
48
639
1556
Radius of Curvature (ft)
-
127$
2693
-
3800
-
-
N/A
N/A
N/A
N/A
N/A
1275
2693
3800
1275
2693
-
3800
-
-
Re Bankfull Wdth (fl/ft)
a s"
34 7
73 4
-
103 5
-
-
N/A
N/A
N/A
N/A
N/A
49 6
73 4
113 8
38 2
80 6
Meander Wavelength (ft)
0 _
4464
4618
-
4771
-
-
N/A
LN/A
N/A
N/A
N/A
N/A
4464
4618
4771
Meander Witlth Ratio
y
121 6
125 8
-
130
-
-
N/A
NIA
N/A
N/A
N/A
173 7
-
Substrat� tq"b'ed arid_ttra_ns ortiarameters
>P P
V'Ri
�g��
"+
"` , i x
4 eat tm »c _ air tb
r ...Trt,<,
>,
I
°aix sac »ffr
= -u
S�
`w r-
1
%I Ru % /P % /G % /5%
,''3�
F?ail"�.L*``
�
RT. '+t s A 62yar= -r
_
N/A
y -^vy °_­-4
SC% / Sa% /G % / C% / B% / Be%
3Si�
N/A
a
16 / d35 / d50 / d84 / d95 / dip / di'P
> 2 0 mm
N/A
Reach Shear Stress (competency) Ib /fi_
�? = ■ ins_
046
035
036
Max part size (mm) mobilized at bankfull
' x� 19Cz
F, `•��,s -3,r v,_ -
35
x,�c
20
27 1
Stream power (transport capacity) WI
i
2 76
106
149
AdditloaReacPa�ameteis"a
-
�" y�.3,J
_^C.�'S(YIiFF �'R.dAxA.,
_ ;q,.' - .-a *:r �,. r, -_-
.b =5>r�<�✓[r.. -F
�y�Qa '
Si!> >W}S_'w -,i'L
•' $°t ^ ,^ �a ^' ,s.
�i. .Ee�li '.$�+ "'11:^ >t'.Y.eVwi SF�LL35:�7f1.!'- iss!,c —,"t F
Drainage Area (SM)
f
26 05
N/A
,�Lh
c���1,�1Nn�M1
�R»>1•�2`��c:° ��
Impervious cover estimate ( %)
10 -20
N/A
Rosgen Classification
B
r vN W9 ^e"> �
E5
N/A
E5
E5
Bankfull Velocity (fps)
39
43,..
52
�vr;t_" Fes.;;., -- -�j
r� :;_z ; l� _ s ,.
39
37
Bankfull Discharge cfs
9 ( )
Valley length (ft)
539 9
772 1'
1166 3_r
-4, ` #
It
±- ^'3
' '.
n.K'-'v,.a
F naES;R , ,
:Y,w ^. _ dX' „�h _
N/A
111 ^
— _ =biz__ °.+ a v” °�
v s.�
'JS�_ -
Channel Thalweg length (ft)
4a t
N/A
Sinuosity (ft)�r��h
- _ _
1 04
N/A
104
104
Ali_ ilitlonalReachParametersggry
. ( �.. .Y _ �r_+
�s^3
,dr�;"r,� *"`S,.aa�p'ws,�`,ti» v�?fysra���n
_ - x -n 'p ,
bbl °r,�q =a fifixsr
+ds'l.+`,'i'�'Y.,
rpi�u -F z -. „r,- sex wr?�
BF slope (ft/I
-
IMMOTT E
N/A
Bankfull Floodplane Area (acres)
G
.I�ip",tt °.n°�yvyil8!I
-
N/A
-
-
Proportion over wide ( %)
N/A
1kX.� x,e, .rte. ..n
_ �� 3•n, >'�
Entrenchment Class (ER Range)
rmi��s'r
N!%+
3
Incision Class e BHR Ran
( 9)
°
�
'3°,'�_! � ”
N/A
BEHI VL% / L% / M% / H % /VH %/E %'Fri
_a•
`
N/A
Prk "Sat' �O
i�.
Channel Stability r Habitat Metric
Y
��
1'.ta ^.:xa��»r'a1.a"a;,�`•°
27,_ -
N/ A,'
aa^ i� .a3..vc'X`n�s4�G"+FL'5�.=
.x4'..
Biological or Other
r a
a_r ti t :1x
N /A�
• NC Rural Mountain and Piedmont Regional Curve Surry County NRCS Draft 112712010
NC Rural Mountain and Piedmont Regional Curve Surry County NRCS Draft 3/16/2006
**Bankfull Discharge /Bankfull Cross Sectional Area
r--� 1 A singulare reference stream was not used to design the Enhancement Level II project
!� 2 As built profile parameters not calculated for Enhancement Level II
I
I
l

Exhibit Table 6 Morphology and Hydraulic Monitoring Summary (Dimensional Parameters —Cross Section)
Five Mile Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach Reach 1 Beaver Creek 5 622 feet
-----------------------------------
•:.
rim:
�������������
®�������������
®������

r
Exhibit Table 6 Morphology and Hydraulic Monitoring Summary (Dimensional Parameters — Cross Section)
Five Mile Branch Stream Restoration EEP IMS ID# 92185 Segment/Reach Reach 2 Fifth Creek upstream of Beaver Creek 1 251
OWN-
OfflWOMMOOMMO
-----------------------------------

Exhibit Table 6 Morphology and Hydraulic Monitoring Summary (Dimensional Parameters — Cross Section)
Five Mile Branch Stream Restoration, EEP IMS ID# 92185 Segment/Reach Reach 3 Fifth Creek downstream of Beaver Creek
Dpth
®------m------m------m------m------
---
---
®------�------�------
®------
lk 'r
------®------------®------®------

EEP Project Code 29185. Project Name: Five Mile Branch
Scientific Name
Common Name
Species Type
29185 -01 -0001
29185 -01 -0002
29185 -01 -0003
29185 -01 -0004
29185 -01 -0005
29185 -01 -0006
29185 -01 -0007
29185 -01 -0008
PnoLS
P -all
IT
PnoLS
P -all
T
PnoLS
IP -all
T
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
Acer negundo
boxelder
Tree
Alnus serrulata
hazel alder
Shrub
Betula nigra
river birch
Tree
3
3
3
1
1
1
Carpinus caroliniana
American hornbeam
Tree
1
1
1
1
1
1
Celtis laevigata
sugarberry
Tree
21
2
2
2
2
2
Cornus amomum
silky dogwood
Shrub
2
2
2
1
1
1
1
1
1
1
1
1
Fraxinus pennsylvanica
green ash
Tree
1
1
1
Ilex decidua
possumhaw
Shrub
1
1
1
1
1
1
2
2
2
1
3
3
3
4
41
4
Juglans nigra
black walnut
Tree
1
1
1
2
2
2
1
11
1
11
1
1
2
2
2
Morus rubra
red mulberry
Tree
1
1
1
Nyssa sylvatica
blackgum
Tree
Platanus occidentalis
American sycamore
Tree
1
1
1
1
1
1
Quercus michauxii
swamp chestnut oak
Tree
9
9
9
5
S
5
Quercus pagoda
cherrybark oak
Tree
2
2
2
4
4
4
2
2
2
3
3
3
Quercus phellos
willow oak
Tree
1
1
1
1
1
1
Sambucus canadensis
common elderberry
Shrub
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
10
10
10
8
8
8
8
8
8
8
5
5
5
13
13
13
10
10
10
2
2
2
1
1
1
±0.02
1
1
1
1
0.02
0.02
0.02
0.02
0.02
0.02
0.02
2
2
2
7 7
7
3 3
3
5
4
6
6
6
3
3
3
2 2
2
404.7
404.7
323.7
323.7
, 323.7
323.7
'jj4
3
202.3
526.1
526.1
_Ml
404.71
404.7
'IM 80.941
80.94
I Plot not planted. Area not disturbed by construction activities. All stems pre- existing

EEP Project Code 29185. Project Name: Five Mile Branch
Current Plot Data (MYO 20121
Scientific Name
Common Name
Species Type
29185 -01 -0009
29185 -01 -0010
29185 -01 -0011
29185 -01 -0012
29185 -01 -0013
29185 -01 -0014
29185 -01 -0015
29185 -01 -0016
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
IP -all
T
PnoLS
P -all
T
PnoLS
IP -all
T
Pnol-S
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
Acer negundo
boxelder
Tree
Alnus serrulata
hazel alder
Shrub
Betula nigra
river birch
Tree
4
4
4
1
1
1
1
1
1
1
1
1
3
3
3
1
1
1
Carpinus caroliniana
American hornbeam
Tree
1
1
1
1
1
1
Celtis laevigata
sugarberry
Tree
1
1
1
Cornus amomum
silky dogwood
Shrub
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Fraxinus pennsylvanica
green ash
Tree
1
1
1
Ilex decidua
possumhaw
Shrub
2
2
2
1
1
1
Juglans nigra
black walnut
Tree
1
1
1
1
1
1
2
2
2
Morus rubra
red mulberry
Tree
1
1
1
1
1
1
Nyssa sylvatica
blackgum
Tree
Platanus occidentalis
American sycamore
Tree
1
1
1
1
1
1
Quercus michauxii
swamp chestnut oak
Tree
1
1
1
Quercus pagoda
cherrybark oak
Tree
6
6
6
2
2
2
Quercus phellos
willow oak
Tree
1
2
2
2
1
1
1
1
1
1
Sambucus canadensis
common elderberry
Shrub
1
1
1
1
1
1
2
2
2
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
15
5
5
5
5
5
5
2
2
2
4
4
4
3
3
3
8
8
8
7
7
7
d0.02
1
1
1
1
1
1
1
0.02
0.02
0.02
0.02
0.02
0.02
0.02
7
5 5
5
3 3
3
2 2
2
4 4
4
2 2
2
5
5
5
6 6
6
` � 202.3
202.3
, 202.3
202.3
80.94
80.94
jr 161.9
161.9
121.4
121.4
323.7
323.7
4 - 283.3
283.3
viot not plamea. Area not cllsturoea Dy construction activitleS. All

EEP Project Code 29185. Project Name: Five Mile Branch
riot not plantea. Area not alsturoea Dy construcuon acuvities. All
Annual Means
Scientific Name
Common Name
Species Type
29185 -01 -0017*
29185 -01 -0018
29185 -01 -0019
29185 -01 -0020
29185 -01 -0021
29185 -01 -0022
29185 -01 -0023
MYO(2012)
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
P -all
T
PnoLS
IP -all
T
PnoLS
P -all
T
PnoLS
P -all
T
Acer negundo
boxelder
Tree
1
1
1
Alnus serrulata
hazel alder
Shrub
2
2
2
2
2
2
Betula nigra
river birch
Tree
31
31
1 3
3
3
1
1
1
19
19
50
Carpinus caroliniana
American hornbeam
Tree
4
4
4
Celtis laevigata
sugarberry
Tree
4
4
5
5
9
Cornus amomum
silky dogwood
Shrub
3
3
3
13
13
13
Fraxinus pennsylvanica
green ash
Tree
1
1
2
2
3
Ilex decidua
possumhaw
Shrub
14
14
14
Juglans nigra
black walnut
Tree
1
1
1
3
3
3
15
15
15
Morus rubra
red mulberry
Tree
3
3
3
Nyssa sylvatica
blackgum
Tree
2
2
2
2
2
2
Platanus occidentalis
American sycamore
Tree
32
32
1
1
1
5
5
37
Quercus michauxii
swamp chestnut oak
Tree
15
15
15
Quercus pagoda
cherrybark oak
Tree
2
2
2
3
31
3
24
24
24
Quercus phellos
willow oak
ITree
1
1
1
1
1
1
1
1
1
10
10
10
Sambucus canadensis
common elderberry
IShrub
1
1
1
5
5
5
Stem count
size (ares)
size (ACRES)
Species count
Stems per ACRE
0
69
69
1
1
1
3
3
3
4
4
4
5
5
5
8
8
8
4
4
4
138
138
207
1
1
1
1
1
1
1
23
0.02
0.02
0.02
0.02
0.02
0.02
0.02
0.57
0
5
5
1 1
1
2
2
2
2 2
2
3
3
3
4 4
4
2 2
2
15
15
16
;Q°
2792
2792
4'0- �� 40.47
40.47
121.4
121.4
" 161.9
161.9.:
202.3
202.3
323.7
323.7
161.9
161.9
24,2.$,
242.8
364.2
riot not plantea. Area not alsturoea Dy construcuon acuvities. All

Appendix C
Vegetation Data

Report Prepared By Robert Lepsic
Date Prepared 1/29/2013 15 33
database name cvs- eep- entrytool -v2 3 1 mdb
database location C \Users \rlepsic \Documents
computer name NC01L- R8Y1RH8
file size 60067840
DESCRIPTION OF WORKSHEETS IN THIS DOCUMENT ------------
Metadata
Description of database file, the report worksheets, and a summary of project(s) and project data
Prod, planted
Each project is listed with its PLANTED stems per acre, for each year This excludes live stakes
Prod, total stems
Each project is listed with its TOTAL stems per acre, for each year This includes live stakes, all planted stems, and all natural /volunteer stems
Plots
List of plots surveyed with location and summary data (five stems, dead stems, missing, etc )
Vigor
Frequency distribution of vigor classes for stems for all plots
Vigor by Spp
Frequency distribution of vigor classes listed by species
Damage
List of most frequent damage classes with number of occurrences and percent of total stems impacted by each
Damage by Spp
Damage values tallied by type for each species
Damage by Plot
Damage values tallied by type for each plot
Planted Stems by Plot and Spp
A matrix of the count of PLANTED living stems of each species for each plot, dead and missing stems are excluded
ALL Stems by Plot and spp
A matrix of the count of total living stems of each species (planted and natural volunteers combined) for each plot, dead and missing stems are excluded
PROJECT SUMMARY -------------------------------------
Project Code
29185
project Name
Five Mile Branch
Description
Five Mile Branch Stream and Wetland Restoration Project
River Basin
Catawba
length(ft)
stream -to -edge width (ft)
area (sq m)
Required Plots (calculated)
Sampled Plots
23

-- - - -- -- - -- —
Living planted stems, excluding live stakes, per acre Negative (red) numbers indicate the project failed to reach requirements in a particular year
Project Code
Project Name
I River Basin
I Year 0 (baseline)
29185
IFive Mile Branch
ICatawba
1 - 241051883

Total stems, including planted stems of all kinds (including live stakes) and natural /volunteer stems-
Project Code
Project Name
I River Basin
I Year 0 (baseline)
29185
IFive Mile Branch
ICatawba
1 362 4575759

4
r-
.j
I'
Ii
r
t
plot
Plot Level
Year
Latitude/ Northing
Longitude /Easting
Zone
I Datum
29185 -01 -0001
1
0
35 834831
-80780312
17
1 NAD83 /WGS84
29185 -01 -0010
1
0
35 845500
-80768982
17
NAD83 /WGS84
29185 -01 -0011
1
0
35 846394
-80769189
17
NAD83 /WGS84
29185 -01 -0012
1
0135845491
-80 769591
17
NAD83 /WGS84
29185 -01 -0013
1
0
35 846549
-80766427
17
NAD83 /WGS84
29185 -01 -0014
1
0
35 847007
-80764165
17
NAD83 /WGS84
29185 -01 -0015
1
0
35 847445
-80766423
17
NAD83 /WGS84
29185 -01 -0016
1
0
35 846587
-80763803
17
NAD83 /WGS84
29185 -01 -0017
2
0135847078
-80 760140
17
NAD83 /WGS84
29185 -01 -0018
1
0
35 847191
-80761250
17
NAD83 /WGS84
29185 -01 -0019
1
0
35 847907
-80757240
17
NAD83 /WGS84
29185 -01 -0002
1
0
35 836447
-80779588
17
NAD83 /WGS84
29185 -01 -0020
1
0
34 848109
-80758106
17
NAD83 /WGS84
29185 -01 -0021
1
0135848094
-80 756207
17
NAD83 /WGS84
29185 -01 -0022
1
0
35 849115
-80754876
17
NAD83 /WGS84
29185 -01 -0023
1
0
35 849912
-80753909
17
NAD83 /WGS84
29185 -01 -0003
1
0
35 837974
-80778040
17
NAD83 /WGS84
29185 -01 -0004
1
0
35 840519
-80776255
17
NAD83 /WGS84
29185 -01 -0005
1
0135841955
-80 773964
17
NAD83 /WGS84
29185 -01 -0006
1
0
35 841944
-80773960
17
NAD83 /WGS84
29185 -01 -0007
1
0
35 843095
-80771648
17
NAD83 /WGS84
29185 -01 -0008
1
0
35 843610
-80770394
17
NAD83 /WGS84
29185 -01 -0009
1
0
34 844693
-80770699
17
NAD83 /WGS84

Date Sampled
Planted Living Stems
Planted Living Stems EXCLUDING Live Stakes
Dead /Missing Stems
5/29/2012
10
10
0
5/30/2012
5
5
0
5/30/2012
5
5
0
5/30/2012
2
2
0
5/30/2012
4
4
0
6/20/2012
3
3
0
5/31/2012
8
8
0
5/31/2012
7
7
0
5/31/2012
0
0
0
6/20/2012
1
1
1
6/19/2012
3
3
0
5/29/2012
8
8
1
6/19/2012
4
4
0
6/19/2012
5
5
0
6/19/2012
8
8
1
6/19/2012
4
4
0
5/29/2012
8
8
0
5/29/2012
8
8
1
5/30/2012
4
4
2
5/30/2012
13
13
0
5/29/2012
10
10
0
5/30/2012
2
2
0
5/30/2012
15
15
0

Natural (Volunteer) Stems
Total Living Stems
Total Living Stems EXCLUDING Live Stakes
0
10
10
0
5
5
0
5
5
0
2
2
0
4
4
0
3
3
0
8
8
0
7
7
69
69
69
0
1
1
0
3
3
0
8
8
0
4
4
0
5
5
0
8
8
0
4
4
0
8
8
0
8
8
0
4
4
0
13
13
0
10
10
0
2
2
0
15
15

Planted Living Stems per ACRE
Planted Living Stems EXCLUDING Live Stakes PER ACRE
404 685643
404 685643
202 3428215
202 3428215
202 3428215
202 3428215
80 9371286
80 9371286
1618742572
161 8742572
1214056929
121 4056929
323 7485144
323 7485144
283 2799501
283 2799501
40 4685643
40 4685643
1214056929
1214056929
323 7485144
323 7485144
161 8742572
1618742572
202 3428215
202 3428215
323 7485144
323 7485144
161 8742572
161 8742572
323 7485144
323 7485144
323 7485144
323 7485144
161 8742572
1618742572
526 0913359
526 0913359
404 685643
404 685643
80 9371286
80 9371286
607 0284645
607 0284645

I
I
fr -
I
f
r-
I
r-
r
i
l �
I i
Natural (Volunteer) Stems PER ACRE
Total Living Stems PER ACRE
0
404 685643
0
202 3428215
0
202 3428215
0
80 9371286
0
161 8742572
0
121 4056929
0
323 7485144
0
283 2799501
2792 330937
2792 330937
0
40 4685643
0
1214056929
0
323 7485144
0
1618742572
0
202 3428215
0
323 7485144
0
161 8742572
0
323 7485144
0
323 7485144
0
161 8742572
0
526 0913359
0
404 685643
0
80 9371286
ol
607 0284645

I
,
i
r-
L
r,
I
I
r-
I I,
, I
j�-
L
Ir -�
t
r l
I
,
I
�l
i
Total Living Stems EXCLUDING Live Stakes PER ACRE
# species
404 685643
2
202 3428215
5
202 3428215
3
80 9371286
2
161 8742572
4
121 4056929
2
323 7485144
5
283 2799501
6
2792 330937
0
40 4685643
1
121 4056929
2
323 7485144
7
161 8742572
2
202 3428215
3
323 7485144
4
161 8742572
2
323 7485144
3
323 7485144
5
161 8742572
3
526 0913359
6
404 685643
3
80 9371286
2
607 0284645
7

Fj
U
{ 1
I,
�1
L
r-
r-
,
vigor
Count
Percent
0
6
42
1
3
21
2
28
19 6
3
1 92
643
4
1 14
9 8

Species
CommonName
4
3
2
1101
Missing
Unknown
Alnus serrulata
hazel alder
2
Betula nigra
river birch
3
12
4
Celtis laevigata
sugarberry
3
2
Cornus amomum
silky dogwood
3
4
4
113
Fraxinus pennsylvanica
green ash
2
Juglans nigra
black walnut
1
5
8
1
Nyssa sylvatica
blackgum
2
Quercus michauxii
swamp chestnut oak
2
11
1
1
Quercus pagoda
cherrybark oak
3
171
41
1
Quercus phellos
willow oak
2
8
Sambucus canadensis
Common Elderberry
3
2
Morus rubra
red mulberry
3
Ilex deadua
possumhaw
12
2
Carpinus carohniana
American hornbeam
3
1
Platanus occidentalis
American sycamore
5
Unknown
3
TOT:
16
15
14
92
28
3
6

Damage
Count
Percent Of Stems
(no damage)
107
748
(other damage)
30
21
Unknown
6
42

r
L'
I �
r-
^f
L'
i
1
;1
1
I'
r
1
r�
ef
Alnus serrulata
hazel alder
0
2
Betula nigra
river birch
3
16
3
Carpinus carohniana
American hornbeam
1
3
1
Celtis laevigata
sugarberry
1
4
1
Cornus amomum
silky dogwood
6
9
3
3
Fraxinus pennsylvanica
green ash
0
21
1
Ilex decidua
possumhaw
3
11
3
Juglans nigra
black walnut
7
8
1
6
Morus rubra
red mulberry
0
3
Nyssa sylvatica
blackgum
2
2
Platanus occidentalis
American sycamore
01
5
Quercus michauxii
swamp chestnut oak
4
11
2
2
Quercus pagoda
cherrybark oak
3
21
3
Quercus phellos
willow oak
1
9
1
Sambucus canadensis
Common Elderberry
2
3
2
Unknown
3
3
TOT:
16
115
36
1071
6
30

r--
{
r
1
,
r -�
,
t_
L_
L
I
�I
r�-
t
1 t
I
r,
{
29185 -01 -0001
29185 -01 -0002
29185 -01 -0003
29185 -01 -0004
29185 -01 -0005
29185 -01 -0006
29185 -01 -0007
29185 -01 -0008
29185 -01 -0009
29185 -01 -0010
29185 -01 -0011
29185 -01 -0012
29185 -01 -0013
29185 -01 -0014
29185 -01 -0015
29185 -01 -0016
29185 -01 -0017
29185 -01 -0018
29185 -01 -0019
29185 -01 -0020
29185 -01 -0021
29185 -01 -0022
29185 -01 -0023
TOT: 23
ac � cc
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0m
9FM

_...j
l
lei O O O O O O O O O O O O O O O O O O O O O
a yp o 0 0 o p p p p p o Q o p o p o p p o 0
H ti ti ti ti 'Y h 'Y 'Y N 'Y H ti W ti H ti 'Y 'Y ti ti
aF as 4 o A o A o A o A A o A A A A A o A A P A 4
OC
V h h V ti P a Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q
Alnus serrulata
Shrub Tree
hazel alder
2
1
2
1 21
1
Betula nigra
Tree
river birch
19
10
19
3
1
4
1
1
11
31
1
1 31
1
Carpinus carohniana
Shrub Tree
American hornbeam
4
4
1
1
1
1
1
1 1
Celtis laevigata
Shrub Tree
sugarberry
5
3
167
2
2
1
Cornus amomum
Shrub
silky dogwood
12
9
133
2
1
1
1
1
1
1
1
3
Fraxinus pennsylvanica
Tree
green ash
21
2
1
11
1
1
Ilex decidua
Shrub Tree
possumhaw
14
7
21
11
1
21
1 3
4
2
1
Juglans mgra
Tree
black walnut
15
10
1 5
1
2
1
1
21
11
1
1
2
1
3
Morus rubra
Tree
red mulberry
3
3
1
1
1
1
Nyssa sylvatica
Tree
blackgum
2
1
2
2
Platanus occidentalis
Tree
American sycamore
5
5
1
1
1
1
Quercus michauxu
Tree
swamp chestnut oak
15
3
5
9
5
Quercus pagoda
Tree
cherrybark oak
24
8
3
2
4
2
3
12-
2
2
3
Quercus phellos
Tree
willow oak
10
9
1 11
1
1
1
1
1
1
1
Sambucus canadensis
Shrub Tree
Common Elderberry
5
4
1251
1
2
1
n/a no stems
0
1
0
TOT
1
is
15
15
137
16
10
8
8
8
4
13
10
2
4
3
81
7
0
1
3
4
5
8
4
00~~ OryM
P
hp
ti0
A

c`
o
F
`OF
h
�
yQ�
c�
o
F
C+OF
O O O O O O O O O h h h h h h h h h h ti ti
ooh y po po po Po Qo Po po po Po Po po po po po po Po po Po Po Po Po 9
a. �oF Ph ph ph ph Ph Oh Ph Ph Pay Ph Qh Ph Ph Ph Ph Qh Ph Ph Qh Qh Ph Ph
� �p .Q 0y 0y Oy 0y Oy Oy 4y 4y Oy 0y 4y 0y 4y 4y 4y Oh 0y 4y 4y 4y 4y Wy �
ti0� +rQ �JQ, hOh ryOh 10~ ry�h hOh hOh ry�h vOh ryOh ry�h vOh ryOh ryOh ry�h hOh ryOh ryOh ryOh ryOh v�h ryOh ry�ih ti�
Acer negundo
boxelder
1
1
11
1
1
1
1
Betulanigra
river birch
1
31
31
Celtis laevigata
sugarberry
1
4
4
fraxinus pennsylvanica
green ash
r32
1
1
1
Platanus ocadentalis
American sycamore
1
32
32
level 1, only planted stems sampled
22
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
TOT
11
Is
Is
69
6
0
0
0
0
0
0
0
0
01
01
0
0
0
01
0
0
69
0
0
0
0
0
0
y ti�
Po
P

Appendix D
As- BudURecord Drawings

w
2
F
w
Q)
E
H
M
w
J
-'d WM
N0
ES r* E
U C
K O
Q Dti
O
0
0
O
Tv�
V 1
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
21 2161 2162
2159
2160 2163 p oal 199
2167 27 2256
216
16
q,, 216
F 2166 6
67 END
� F
2,6
2,66 OJ ECT
�
9 I195 2167 A
2265 • 2 5 2_
5 216
Easy ,66
Mid dl B4
€ o'a
_ p23
EGIN
� 2177 � 2155
66 OJECT
I f
IREllELI. COUNTY
LOCATION: FIVE -MILE BRANCH MITIGATION SITE
TYPE OF WORK: NATURAL CHANNEL DESIGN STREAM
AND WETLAND RESTORATION AS BUILT/RECORD DRAWINGS
SCO# 040607901 EEP IMS ID# 92185
n 7 C n Cn1 en nnl,
NCEEP PROJECT MANAGER - PAUL WIESNER
NCEEP REVIEW COORDINATOR - LIN XU
ARCADIS PROJECT MANAGER - ROBERT LEPSIC
ARCADIS PROJECT ENGINEER - DONALD BRIGHT
GENERAL CONTRACTOR:
NORTH STATE ENVIRONMENTAL
2889 LOWERY STREET
WINSTON— SALEM, NC 27101
MICHAEL ANDERSON
(336) 725 -2010
RECORD
DRAWING
DECEMBER 2012
THESE DRAWINGS REPRESENT REVISIONS TO
THE ORIGINAL CONTRACT DOCUMENTS WHICH
REFLECT ANY FIELD MODIFICATIONS MADE
DURING CONSTRUCTION. INFORMATION SHOWN
IS BASED ON DATA FURNISHED BY THE
CONTRACTOR TO ARCADIS. ARCADIS SHALL
NOT BE HELD RESPONSIBLE FOR THE
ACCURACY OF THE INFORMATION PROVIDED
BY THE CONTRACTOR.
14 ID
END PROJECT
STA. 77 +85
— PRFTH-
INDEX OF
SHEETS
SHEET NO.
CONTENTS
1
TITLE SHEET
2
LEGEND
D1 —D4
DETAILS
DETAILS
4 -15
PLAN SHEETS
16 -34 27
PROFILE SHEETS
(NOT INCLUDED) EGI EG4
SITE STiT"s°BIH;zATTIGN
PP1 —PP4
PLANTING PLAN SHEETS
X1 —X47
CROSS SECTIONS

RIGHT OF WAY
Right
of Way Marker
Exist.
EIP
Exist.
Right of Way Line
w /Marker
o
Prop.
Right of Way Line
(by others)
T
Prop.
Right of Way Line
(by contract)
-SF —SF SF
Exist.
Control of Access
Line
WLB
DRAFT CONSTRUCTION N; PLA
I
DGL
12/04/09
Prop.
Control of Access
Line
DATE
Exist.
Easement Line
_
_ __E— - -
Prop.
Temp. Construction Easement Line
E
Prop.
Temp. Drainage Easement Line
TDE
Prop.
Perm. Drainage Easement
Line
PDE
BOUNDARIES & PROPERTIES
Property Line Surveyed
Property Line Not Surveyed
Exist. Iron Pin
0
Exist.
EIP
Property Corner
Telephone Pole
Property Monument
o
Property Number
123
Parcel Number
O
Fence Line
-X —XX-
Silt Fence
-SF —SF SF
Existing Wetland Boundaries
_ _WLe - -
Proposed Wetland Boundaries
WLB
Limit of Disturbance
HYDROLOGY
Stream or Body of Water _...
Flow Arrow _..._...�
Development which will take place within the limits of the
100 year floodplain Zone AE where base flood elevations
have been determined is designed in accordance with
the requirements of Executive Order No. 123 — Uniform
Floodplain Management Policy.
20 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED
H h H !I COURTESY OF IREDELL COUNTY
SCALE GIS /MAPPING DEPARTMENT WEBSITE
LEGEND
UTILITIES
Exist.
Pole
Exist.
Power Pole
Exist.
Telephone Pole
Exist.
Joint Use Pole
Deep
Soil Proflie
STRUCTURES
MAJOR
Bridge, Tunnel, or Box Culvert
MINOR
Head & End Wall
Pipe Culvert
TOPOGRAPHY
Loose Surface
Hard Surface
Right of Way Symbol
Bridge
Box Culvert or Tunnel
Culvert
ARCADIS
G & M of North Carolina, Inc.
WWW. ARCADI S- US. COM
801 Corporate Center Drive, Suite 300
Raleigh, NC 27607 -5073
Tel: [phone] Fax: [phone]
STREAM IMPROVEMENTS
Approx. Location of Proposed Boulder
Cross Vane (See Detail)
♦ Approx. Location of Proposed Boulder
J -Hook Vane (See Detail
+ Approx. Location of Proposed Boulder
Vane (See Detail)
Approx. Location of Proposed Rootwad
(See Detail)
Approx. Location of Proposed Stream
Plug (See Detail)
CONIC Ste pox. Lo ati of Proposed Boulder
� Approx. Location of Proposed Boulder
CON/ C HW \ Step Pool Drain
Approx. Location of Proposed Log
Vane (See Detail)
Approx. Location of Proposed Constructed
Riffle (See Detail)
Proposed Oxbox Pond /Wetland
(See Detail)
Proposed Rock Check Dam
Approximate Limits of Buffer
Existing Thalweg
R/w Existing Top of Bank
Proposed Thalweg
- - - Proposed Bankfull
Slope Stake Line
Vegetation Matting
Log Toe Protection
VEGETATION
Existing Woods Line
\ \\ \11111111111/// //
` Q�pfESS /ON,q,,
SEAL
025954 =
s
4
SCA
12/07/12
ASBUILT/RECORD DRAWINGS
'
T� v R
��� /p /1❑ n n I n\ \q \o \\
SEAL NOT VALID UNLESS SIGNED AND DATED
3
DGL
11/04/10
ISSUE FOR BID
2
DGL
03/22/10
DRAFT CONSTRUCTION N; PLA
I
DGL
12/04/09
DRAFT RESTORATION PLANS
BY
DATE
DESCRIPTION OF REVISION
RECORD
DRAWING
DECEMBER 2012
�n
Y:
A
I MM
E
C(CU OF( fill )
I
SCO # 040607901
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
I" '. otem FIVE -MILE BRANCH
IREDELL COUNTY, NORTH CAROLINA
v. "...� SCO # 040607901

Details
HOULDRNOT E GAPPED OR
1 HAVE SPACES.TIE INTO
BANKFULL STAGE
"y FOOTER BOULDERS
THE TOP OF THE NEXT VANE
�- SHOULD BE PLACED 100 OFF THE
BASE OF THE ABOVE STRUCTURE
a VANE SPACING APPROXIMATELY
3 x VANE LENGTH
— BACKFILL WITH EXISTING
CHANNEL MATERIAL OR WITH
STONE MATERIAL AS DIRECTED
BY DESIGNER ON SITE
1/3 — GEOTEXTILE
BANKFU FABRIC
No P. KEY VANE INTO BANK WITH BOULDER
BANKFU CUTOFF SILL - 5' MIN. IF VANE IS
KEYED IN TO CONSTRUCTED BANFULL
BENCH, KEY VANE IN ACROSS ENTIRE
WIDTH OF THE BANKFULL BENCH.
PLAN VIEW
EXISTING GROUND
KEY VANE INTO BANK
WITH BOULDER CUTOFF
SILL 5' MINIMUM
'�7 AANKFI III F1
- 15
VpP
STREAMBE
FOOTER BOULDERS PLACE
IN EXCAVATED TRENCH
SECTION A —A
FLOW STREAMBED
VANE BOULDER SCOU
AT PROPOSED
STREAMBED ELEVATION
FOOTER BOULDER DEEPEST PART OF SCOUR P00
TO BE IN LINE WITH WHERE
VANE ARMS TIE INTO BANKFULL.
DO NOT EXCAVATE SCOUR POOL
TOO CLOSE TO FOOTER BOULDERS.
SECTION B —B
SFT TOP F RnIII nLQ5 A
PROPOSED AM D ELEVA ON
XISTING
GROUND
FOOTER
BOULDER
qFT 1;
30 -40% OF BANKFULL
DEPTH BELOW STREAMBED
CROSS SECTION VIEW
NOTE: MINIMUM BOULDER SIZE FOR IN- STREAM
STRUCTURES TO BE AS FOLLOWS:
BEAVER CREEK = 2.2 CUBIC YARDS
FIFTH CREEK = 2.2 CUBIC YARDS
ALL BOULDERS SHALL BE ANGULAR, FLAT WITH
ONE AXIS 3 TIMES AS LONG AS THE OTHERS
TO RESIST ROLLING. BOULDER SHALL BE CLEAN
AND FREE OF SEDIMENT
BOULDER VANE WITH GEOTEXTILE FABRIC
NTS
— Five We Branch
BACKFILL WITH EXISTING
CHANNEL MATERIAL OR
WITH STONE MATERIAL AS
DIRECTED BY DESIGNER ON P
SI TE
GEOTEXTILE
FABRIC
ANKF
WIDTH __1
FOOTER BOULDERS
L�D
VANE SPACING APPROXIMATELY
3 x VANE LENGTH
'-THE TOP OF THE NEXT VANE
SHOULD BE PLACED 106 OFF
BASE OF THE ABOVE STRUCTUR
— -KEY VANE INTO BANK WITH BOUL
CUTOFF SILL - 5' MIN. IF VANE I
KEYED IN TO CONSTRUCTED BAN
BENCH, KEY VANE IN ACROSS EN
WIDTH OF THE BANKFULL BENCH.
P
-1/3 BANKFULL WIDTH
EEPEST PART OF SCOUR POOL
0 BE IN LINE WITH WHERE VANE
RMS TIE INTO BANKFULL. DO NOT
XCAVATE SCOUR POOL TOO
LOSE TO FOOTER BOULDERS
PLAN VIEW
EXISTING GROUNI
K €Y VANE INTO BA
5 MINIMUM
TME VANE BOULDER
DER AT PROPOSED
S STREAMBED ELEVATIO STREAMBED
FULL FLOW
TIRE
SCOU
BACKFILL WITH
EXISTING CHANNEL
MATERIAL OR WITH
STONE MATERIAL DEEPEST PART OF SCOUR PO
AS DIRECTED BY TO BE IN LINE WITH WHERE
DESIGNER ON SITE VANE ARMS TIE INTO BANKFULL.
FOOTER DO NOT EXCAVATE SCOUR POOL
GEOTEXTILE BOULDERS TOO CLOSE TO FOOTER BOULDERS,
FABRIC
CROSS VAN
VANE BOULDER AT
PROPOSED STREAMBED
SEE STREAM PROFILE
FLOW
CROSSOVER POIN
AT RIFFLE
CROSS VANES TO BE PLACED UPSTREAM OF CROSSOVER POINT
BETWEEN GLIDE AND RIFFLE SUCH THAT THE STREAMBED
GLIDES OUT" OF THE SCOUR POOL CREATED BY THE CROSS
VANE SUCH THAT IT WILL TIE IN CORRECTLY WITH THE HEAD
OF RIFFLE AT THE CROSSOVER POINT.
TYPICAL CROSS VANE LOCATION —PLAN VIEW
VANE ARM ON INSIDE Of
BEND IS SHORTER AND
CROSS VANE CONSTRUCTION IN MEANDER
BACKFILL J
WITH STONE
FILTER FABRIC
STEP BOULDERS
FOOTER
SECTION B —B
DEEPEST PART
TO ALIGN WITH
INTO BANKFULL.
FOR POOL LOCA
-VANE BEYOND
TOTAL DEPTH OF —
STEP FROM PROFILE
SECTION B —B
(FOR CROSS VANE AT STEP)
PLAN VIEW
NOTE: MINIMUM BOULDER SIZE FOR IN- STREAM
STRUCTURES TO BE AS FOLLOWS:
BEAVER CREEK = 2.2 CUBIC YARDS
SET TOP OF ROL11 QER5 6T FIFTH CREEK = 2.2 CUBIC YARDS
PROPOSED WAMON ALL BOULDERS SHALL BE ANGULAR, FLAT WITH
ONE AXIS 3 TIMES AS LONG AS THE OTHERS
TO RESIST ROLLING. BOULDER SHALL BE CLEAN
ISTING /AND F REE OF SEDIMENT
OUND
BOULDER
30 -40% OF BANKFULL
DEPTH BELOW STREAMBED
CROSS SECTION VIEW
BOULDER CROSS VANE WITH GEOTEXTILE FABRIC
NTS
2' MIN.
RECORD
DRAWING
DECEMBER 2012
THESE DRAWINGS REPRESENT REVISIONS TO THE
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MODIFICATIONS MADE DURING
CONSTRUCTION. INFORMATION SHOWN IS BASED
ON DATA FURNISHED BY THE CONTRACTOR TO
ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
INFORMATION PROVIDED BY THE CONTRACTOR.
Development which will take place within the limits of the , ,? NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations `\,o sqo N CARpI�y, `^ AND NATURAL RESOURCES
have been determined is designed in accordance with AR AD Q�OFESS /ON,� 9 - ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 — Uniform _� _
Floodplain Management Policy. G & M of North Carolina, Inc. = 025954 _ s
4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS , "],aI stem FIVE—MILE BRANCH
20. O 40 WWW. ARCADI S— US. C0M %�G EyDNEE� F) 3 DGL 11/04/10 ISSUE FOR BID ` 111 }
NOTE: PROPERTY BOUNDARIES OBTAINED �,-' 14Tilic h IREDELL COUNTY, NORTH CAROLINA
801 Corporate Center Drive, Suite 300 °sliN RI 'g 2 oa oa/22/,o DRAFT CONSTRUCTION PLANS ••a•.,•�
COURTESY OF IREDELL COUNTY Raleigh, INC 27607 -5073 "'' SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. SEAL NOT VALID UNLESS SIGNED AND DATED 1 DGL 12/04/09 DRAFT RESTORATION PLANS
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION DETAILS SHEET NO. D1
FOOTER BOULDERS
BACKFILL WITH P
PLACED IN EXCAVATED
EXISTING CHANNEL G
GEOTEXTILE TRENCH
MATERIAL OR WITH A
ABRIC
STONE MATERIAL
AS DESIGNER ON SITE SECTION A —A
CROSS VAN
VANE BOULDER AT
PROPOSED STREAMBED
SEE STREAM PROFILE
FLOW
CROSSOVER POIN
AT RIFFLE
CROSS VANES TO BE PLACED UPSTREAM OF CROSSOVER POINT
BETWEEN GLIDE AND RIFFLE SUCH THAT THE STREAMBED
GLIDES OUT" OF THE SCOUR POOL CREATED BY THE CROSS
VANE SUCH THAT IT WILL TIE IN CORRECTLY WITH THE HEAD
OF RIFFLE AT THE CROSSOVER POINT.
TYPICAL CROSS VANE LOCATION —PLAN VIEW
VANE ARM ON INSIDE Of
BEND IS SHORTER AND
CROSS VANE CONSTRUCTION IN MEANDER
BACKFILL J
WITH STONE
FILTER FABRIC
STEP BOULDERS
FOOTER
SECTION B —B
DEEPEST PART
TO ALIGN WITH
INTO BANKFULL.
FOR POOL LOCA
-VANE BEYOND
TOTAL DEPTH OF —
STEP FROM PROFILE
SECTION B —B
(FOR CROSS VANE AT STEP)
PLAN VIEW
NOTE: MINIMUM BOULDER SIZE FOR IN- STREAM
STRUCTURES TO BE AS FOLLOWS:
BEAVER CREEK = 2.2 CUBIC YARDS
SET TOP OF ROL11 QER5 6T FIFTH CREEK = 2.2 CUBIC YARDS
PROPOSED WAMON ALL BOULDERS SHALL BE ANGULAR, FLAT WITH
ONE AXIS 3 TIMES AS LONG AS THE OTHERS
TO RESIST ROLLING. BOULDER SHALL BE CLEAN
ISTING /AND F REE OF SEDIMENT
OUND
BOULDER
30 -40% OF BANKFULL
DEPTH BELOW STREAMBED
CROSS SECTION VIEW
BOULDER CROSS VANE WITH GEOTEXTILE FABRIC
NTS
2' MIN.
RECORD
DRAWING
DECEMBER 2012
THESE DRAWINGS REPRESENT REVISIONS TO THE
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MODIFICATIONS MADE DURING
CONSTRUCTION. INFORMATION SHOWN IS BASED
ON DATA FURNISHED BY THE CONTRACTOR TO
ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
INFORMATION PROVIDED BY THE CONTRACTOR.
Development which will take place within the limits of the , ,? NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations `\,o sqo N CARpI�y, `^ AND NATURAL RESOURCES
have been determined is designed in accordance with AR AD Q�OFESS /ON,� 9 - ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 — Uniform _� _
Floodplain Management Policy. G & M of North Carolina, Inc. = 025954 _ s
4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS , "],aI stem FIVE—MILE BRANCH
20. O 40 WWW. ARCADI S— US. C0M %�G EyDNEE� F) 3 DGL 11/04/10 ISSUE FOR BID ` 111 }
NOTE: PROPERTY BOUNDARIES OBTAINED �,-' 14Tilic h IREDELL COUNTY, NORTH CAROLINA
801 Corporate Center Drive, Suite 300 °sliN RI 'g 2 oa oa/22/,o DRAFT CONSTRUCTION PLANS ••a•.,•�
COURTESY OF IREDELL COUNTY Raleigh, INC 27607 -5073 "'' SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. SEAL NOT VALID UNLESS SIGNED AND DATED 1 DGL 12/04/09 DRAFT RESTORATION PLANS
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION DETAILS SHEET NO. D1

PROPOSED
STREAM CHANNEL
FOOTER LOG
(12" DIA. MINIMUM)
IN TF
IMPA(
BANK
Details —Five
SHALL BE ORIENTED 20' - 40'
OWARDS THE STREAM FLOW
POSED CHANNEL TO REDUCE
NATIVE VEGETATION AND ACTUAL NUMBER AND PLACEMENT OF
TY DETERMINED ABY THE DESIGNER ON B
SITE.
P
IF ROOTWADS CANNOT BE DRIVEN, EXCAVATE TRENCH AT
LEAST 1' FOOT BELOW THE ELEVATION OF THE OLD STREAM
BED FOR ROOTWADS. BACKFILL OVER, AROUND, AND BELOW
BOTTOM FOOTER LOGS, ROOT WAD LOGS, AND ANCHOR LOGS.
'o PACK BOULDERS AND LOGS IN BETWEEN ALL WADS TO FIRMLY
SECURE ALL CONNECTIONS AND GAPS. ROOTWADS SHOULD
\ OVERLAP. PLACE NATIVE BOULDERS BETWEEN ROOTWADS.
ENDS OF ROOTWADS SHALL BE
SHARPENED WITH A CHAINSAW
P \L111 TO FACILITATE DRIVING
ANCHOR BOULDER-----/ CUT -OFF LOGS EXCAVATE STREAM BANK AT 2:1 SLOPE, OR
(NATIVE BOULDER) (12" DIA. MINIMUM) AS SPECIFIED ON THE PLANS ABOVE BANKFULL
ELEVATION. SEED AND INSTALL MATTING AS
SPECIFIED IMMEDIATELY AFTER GRADING.
(12" DIA. . MINIMUM)
ROOTWA LOGS EROSION
-
OPTIONAL
MATTING OPTIONAL BANKFULL BENCH. SEE STREAM
r PLAN VIEW CONT OL
RESTORATION PLAN TO CONFIRM LOCATION.
LECUT -OFF LOGS `L'• ,,.�
BOTTOM OF FOOTER LOG TO
INSTALLED AT SAME ELEVATI
AS STREAM INVERT
ONLY CLEAN, SEDIMENT FREE
BOULDERS SHALL BE USED FOR
CONSTRUCTION
ANCHOR BOULDERS TO REST ON
TOP OF ROOTWAD AND BEHIND
4(.Eaf7—AND INVERT ON TOP OF CUT -OFF LOG
ELEVA TION �
_ ANCHOR BOULDERS TO BE PLACED ON
O LOG SO THAT IT IS E EACH FOOTER
ISLEANINGAAINST
THE LOG ON THE SIDE AWAY FROM THE
- -- - CHANNEL
FOOTER LO
SECTION A —A
ROOTWAD INSTALLATION
NTS
10' MAX. SPACING
Mile Branch
PUMP INTAKE IMMEDIATELY
NOTES:
PSTREAM OF DIKE
1. DIKE I/DWN OT DESIGNED TO HOLD
STORLOW. MAY REQUIRE SO
MINIMUM ' THICK 2" TO 3"
A
MAINTANCE FOLLOWING ANY
STORM
WASHED S E OVER IMPERVIOU
SHEETING A CL. B RIP RAP
SIGNINT EVENT.
2. BASE W TO BE PUMPED CH
DAY M UPSTREAM SID OF DIKE
AND CHARGED DOWNS EAM OF
2'
WORK EA FOR THAT Y.
MIN.
3. IF WOAREA DOWNS AM OF
DIKE NOT BE AD UATELY
DEWAED THROU THE USE OF
A SIN PUMP, IT IONAL
PUMP WITHIN E WORK AREA
MAY REQUIR . ALL FLOW
PUMPFROM THIN THE WORK
AREA BE SCHARGED INTO A
DEWAING AG OR DEWATERING
BASIN I TO BEING DISCHARGED
TOP OF BANK
B
INTO TREAM DOWNSTREAM OF
THE AREA.
4. MAXIMHEIGHT OF DIKE ABOVE
BASE OW TO BE MINIMIZED. DIKE
11
PLANI VIEW
A MINIMUM OF 1200 FT.
IARGE PIPE OR HOSE.
MI HEIG REQUIRED
ABO B E FLOW
PUMP INTAKE IMMEDIATELY SEE 4 IMPERVIOUS RUBBERIZED
UPSTREAM OF DIKE OR PLASTIC SHEETING
2' N.
BASE FLOW MINIMUM 8" THICK 2" TO 3"
WASHED STONE
EXISTING J
STREAMBED CL. B IP RAP
GEOTEXTILE FABRIC \8LON KEY SHEETING INTO
STREAMBED AND BACKFILL
SECTION A —A
I INSTALL 1' HI
" .
GROUND
10 GA MI GEOTEXTILE FABRIC
SECTION a -B RECORD
EXISTING GROUND IMPERVIOUS DIKE FOR STREAM DIVERSION
MIDDLE AND VERTICAL FABRIC AS MANUFACTURED BY
NTS DRAWING T__2UUf_F MIN TENEX, OR APPROVED EQUIVALENT DECEMBER 2012
NOTE: IMPERVIOUS DIKES NOT USED
INSTALL FENCING AS SHOWN ON PLANS
AND MAINTAIN UNTIL COMPLETION OF THESE DRAWINGS REPRESENT REVISIONS TO THE
CONSTRUCTION OR AS DIRECTED BY ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
DESIGNER ANY FIELD MODIFICATIONS MADE DURING
CONSTRUCTION. INFORMATION SHOWN IS BASED
TREE PROTECTION /CONSTRUCTION LIMITS FENCING ON DATA FURNISHED BY THE CONTRACTOR TO
NTS ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
INFORMATION PROVIDED BY THE CONTRACTOR.
Development which will take place within the limits of the NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations °�o��� Roby% `^ AND NATURAL RESOURCES
have been determined is designed in accordance with ooSSlar" ECOSYSTEM ENHANCEMENT PROGRAM
ARCADIS
the requirements of Executive Order No. 123 — Uniform = SEAL
Floodplain Management Policy. G & M of North Carolina, Inc. 025954 _ s
4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS FIVE-MILE BRANCH
WWW. ARCADI S— US. COM 0 3 DGL 11/04/10 ISSUE FOR BID I12004 ' NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive, Suite 300 SI Pte`,. IREDELL COUNTY, NORTH CAROLINA
Y68� COURTESY OF IREDELL COUNTY �N R. 0 2 Da. 03/22/10 DRAFT CONSTRUCTION PLANS �� ■�
Raleigh, NC 27607 -5073 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL NOT VALID UNLESS SIGNED AND DATED BY DATE DESCRIPTION OF REVISION DETAILS SHEET NO. D2

EXISTING GROUND
BANKFULL BENC
PROPOSED BANKFULL ELEVATION ti "1
VEGETATION MAT
TYPICAL RIFFLE
EXISTING GROUND
2.� BANKFULL BENCH
PROPOSED BANKFULL ELEVATION
7
VEGETATION MAT
TYPICAL POOL
TYPICAL POOL
NOTES:
NOTES:
1. SHAPE CHANNEL AS DESIGNED.
1. EROSION CONTROL MATTING TO BE PLACED ON CONSTRUCTED BANKFULL
2. EXCAVATE AREAS WHERE VEGETATION MATS ARE TO BE INSTALLED.
BENCHES AND SLOPES.
3 VEGETATION MATS ARE TO BE HARVESTED FROM EXISTING DRAINAGE
2. MATTING TO BE PROPERLY INSTALLED, KEYED IN, AND SECURED PER
DITCHES, AND INSTALLED IMMEDIATELY AFTER HARVESTING.
MANUFACTURERS RECOMMENDATIONS.
4. INSTALL VEGETATION MATS TO DESIGNED ELEVATIONS.
3. TEMPORARY AND PERMANENT SEED MIXTURES, LIME, AND FERTILIZER TO
5. THOROUGHLY WATER VEGETATION MATS.
BE SPREAD PER THE PROJECT SPECIFICATIONS ON CONSTRUCTED BANKFULL
TYPICAL VEGETATION MAT PLACEMENT
NTS
EXISTING GROUND
� BANKFULL BENC
2;1
ROSION CONTROL
MATTING
TYPICAL RIFFLE
EXISTING GROUND
?.� BANKFULL BENCH
,
ROSION CONTROL
MATTING
TYPICAL POOL
NOTES:
1. EROSION CONTROL MATTING TO BE PLACED ON CONSTRUCTED BANKFULL
BENCHES AND SLOPES.
2. MATTING TO BE PROPERLY INSTALLED, KEYED IN, AND SECURED PER
MANUFACTURERS RECOMMENDATIONS.
3. TEMPORARY AND PERMANENT SEED MIXTURES, LIME, AND FERTILIZER TO
BE SPREAD PER THE PROJECT SPECIFICATIONS ON CONSTRUCTED BANKFULL
BENCHES AND SLOPES IMMEDIATELY PRIOR TO THE PLACEMENT OF EROSION
CONTROL MATTING.
TYPICAL EROSION CONTROL MATTING PLACEMENT
NTS
EROSION CONTROL MATTING PROPERTIES
1. BLANKET, BROWN IN COLOR, CONSISTING OF 100% COCONUT
FIBER ENCLOSED IN 100% BIO— DEGRADABLE NETTING AND
THREAD.
2. COVERED ON THE TOP AND BOTTOM WITH 100% JUTE FIBER
SCRIM CLOTH AND BIO— DEGRADABLE FIBER NETTING WITH
LENO WEAVE CONSTRUCTION WOVEN INTO AN APPROXIMATE
0.75 INCH BY 0.75 INCH MESH.
3. SEWN TOGETHER WITH BIODEGRADABLE 100% COTTON THREAD
ON 2 INCH CENTERS.
4. THE WEIGHT SHALL BE 0.70 LBS /SQUARE YARD.
5. MAXIMUM ALLOWABLE SHEER STRESS IS 3.13 LB /S.F.
8" OF CRUSHER RUN /ABC
EXISTING GEOTEXTILE FABRIC
GROUND
SEE NOTE 12' TYPICAL (VARIES), SEE PLAN
CROSS— SECTION VIEW
NOTE:
1. UNDERCUT AND REPAIR /COMPACT
ANY AREAS WHERE EXISTING GRADE
IS SOFT ENOUGH TO PUMP UNDER
EXPECTED DUMP TRUCK LOADING.
2. USE ONLY IN LOCATION AS
DIRECTED BY ENGINEER.
CONSTRUCTION ACCESS ROAD
NTS
POST SPACING
NOTES:
1. WIRE SHALL BE MINIMUM
OF 32" WIDE AND SHALL
HAVE A MINIMUM OF 6
STRANDS WITH 12" STAY
SPACING.
2. GEOTEXTILE FABRIC SHALL
BE MINIMUM OF 36" WIDE
AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE
AS DIRECTED BY DESIGNER.
3. STEEL POSTS SHALL BE 5'
HIGH AND BE OF THE SELF —
FASTENER ANGLE STEEL
GEOTEXTILE
FABRIC
TAMPED BACKFIL
4
GROUND
TYPE. I EXTENSION OF FABRIC AND
WIRE INTO TRENCH
TEMPORARY SILT FENCE
NTS
T
TO STAGING AREA AND
CAST IR�TI�TT�—
x7•S'Z2•L YlL Yl'L YlS'?•tL TJ
MINIMUM
PLAN VIEW
2" TO 3"
ADJOINING WASHED STON
ROADWA
6" MINIMUM
GEOTEXTILE FABRIC
PROFILE VIEW
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO DIVERT
ALL EQUIPMENT TRAFFIC IN ORDER TO ENSURE CONSTRUCTION
ENTRANCE IS USED.
2. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS
IS TO BE PROVIDED.
3. ENTRANCES) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM
UTILIZATOIIJJ BY ALL CONSTRUCTION VEHICLES.
4. ENTRANCES) MUST BE MAINTAINED IN A CONDITION WHICH
WILL PRE NT TRACKING OR DIRECT FLOW OF MUD ONTO
ADJOINING ROADWAY. PERIODIC TOP DRESSING WITH STONE
WILL BE NECESSARY. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY. IF
MUD CONTINUES TO BE TRACKED ONTO THE ADJOINING
ROADWAY, THE GOVERNING AUTHORITY WILL CLEAN THE
AREA AND INVOICE THE FINANCIALLY RESPONSIBLE PERSON
AS INDICATED ON THE FINANCIAL RESPONSIBILITY FORM.
5. PLACE CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS
AND EGRESS UNTIL THE SITE IS STABILIZED. FREQUENT
CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE
PROVIDED.
GRAVEL CONSTRUCTION ENTRANCE
NTS
O O O
a O O
O a o 0 O O
O O O O
O O O O O
O O O O
O O O O O
BARE ROOT D = 11'
LIVE STAKES D - 3'
BARE ROOT AND
LIVE STAKE SPACING
NTS
RECORD
DRAWING
DECEMBER 2012
THESE DRAWINGS REPRESENT REVISIONS TO THE
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MODIFICATIONS MADE DURING
CONSTRUCTION. INFORMATION SHOWN IS BASED
ON DATA FURNISHED BY THE CONTRACTOR TO
ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
INFORMATION PROVIDED BY THE CONTRACTOR.
Development which will take place within the limits of the NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
\0', C nni
100 year floodplain Zone AE where base flood elevations RCADIS s `�,oH ^�ol�y =_ �- AND NATURAL RESOURCES
have been determined is designed in accordance with Q�pFESSlOyq� 9 - r ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 — Uniform SEAL '
Floodplain Management Policy. G & M of North Carolina, Inc. 5
= 02595a
=
4
SCA 12/07/12 ASBUILT � ECOR 0
DRAWINGS
FIVE MILE BRANCH WWW AR 1 S — SCOM tem
20' 0 a0' NOTE: PROPERTY BOUNDARIES OBTAINED %G FNgNEE� a 3 DGL 11/04/10 ISSUE FOR BID i1 jI I`jj `Cj11Cj1t
801 Corporate Center Drive, Suite 300 '% s} 1 111 1 \p� ` c IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY /N R, OF ,0 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS ►.�. -•+
Raleigh, NC 27607 -5073 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901 RESTORATION SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL NOT VALID UNLESS SIGNED AND DATED BY DATE DESCRIPTION OF REVISION DETAILS SHEET N0. D3

Details
— Five Mile Branch
LOG TOE PROTECTION NOT USED
RECORD
DRAWING
DECEMBER 2012
THESE DRAWINGS REPRESENT REVISIONS TO THE
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MODIFICATIONS MADE DURING
CONSTRUCTION. INFORMATION SHOWN IS BASED
ON DATA FURNISHED BY THE CONTRACTOR TO
ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
INFORMATION PROVIDED BY THE CONTRACTOR.
Development which will take place within the limits of the ,,, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations °�p� 0 fie*,,, `� AND NATURAL RESOURCES
have been determined is designed in accordance with ARCADIS 011111111*1e 9 - ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 — Uniform _ SEAL �'
Floodplain Management Policy. G & M of North Carolina, Inc. 025954 _ s /R �tem FI VE —MILE BRANCH
WWW. ARCADI S— US. COM 4 SCA 12/07/12 ASBUILT ECORO DRAWN }
�I''''''��i ���o NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive, Suite 300 ' -�sT NcINEE% PS, �{ 11 l��l �C111i'Iil IREDELL COUNTY, NORTH CAROLINA
2C G f �a 3 DGL 11/04/10 ISSUE FOR BID
COURTESY OF IREDELL COUNTY N 1 OF o 2 DGL 12/22/19 DRAFT RESTORATION PLANS ■�•
Raleigh, INC NC 27607 -5073 /���� 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL NOT VALID UNLESS SIGNED AND DATED
BY DATE DESCRIPTION OF REVISION DETAILS SHEET NO. D4

BACKFILL BEHIND LOGS
WITH NATIVE MATERIAL AND COMPACT
SEED AND INSTALL
EROSION CONTROL MA
\ 6' MIN.
4' MIN.
APPROXIMATE I—I CENTER —�I
EXISTING GROUND OF LOG LOGS
4' MIN. SEED AND INSTALL BURY BOTH ENDS
f
IFROM CENTER �I 8° MAX. II / EROSION CONTROL OF LOGS
OF LOG ( MATT NG 18' MIN.
JJ�
8" MAX HARDWOOD LOG
�rO) 12" MIN. DIA.
8" MAX. 4((co�)))�� SEED AND INSTALL EROSION CONTROL MATTING PLAN VIEW \
LOG STEP
NTS
INSTALL EROSION
CONTROL MATTING
EXISTING BANK
TOP OF BANK _ PLANT (TYP.)
PLANT BANK A
SPECIFIED
KEY BOULDERS
MIN. 5' INTO
STREAM BANK
BOULDERS SL
SLOPE TYPICAL SL 41 1p�
VARIES
BOULDERS
LOW FLOW 24" MIN. DIA
BOTTOM OF BANK
FOOTER
BOULDERS C
1' MIN. FLOW })C
PLAN VIEW
BOULDER TOE PROTECTION
NTS
RECORD DRAWING
DECEMBER 2012
THESE DRAWINGS REPRESENT REVISIONS TO THE
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MODIFICATIONS MADE DURING
CONSTRUCTION. INFORMATION SHOWN IS BASED
ON DATA FURNISHED BY THE CONTRACTOR TO
ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
INFORMATION PROVIDED BY THE CONTRACTOR.
Development which will take place within the limits of the NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations °o��N GAR�Iiy' %, �- AND NATURAL RESOURCES
have been determined is designed in accordance with AR AD _ Q�oFESSioaq` 9 ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 — Uniform = SEAL
Floodplain Management Policy. �q�� Gp� & M /o�f^ North Carolina, Inc. 025954 _ 5 }�}pm
W V V V V. A R CA S— U S. C M 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS �11�111 FIVE—MILE BRANCH
20' NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive, Suite 300 �GS'� EN�INEEP Pao,, 3 DGL 11/04/10 ISSUE FOR BID {,I11al 'emel1t IREDEL.L COUNTY, NORTH CAROLINA
11880 COURTESY OF IREDELL COUNTY ;N RI 0,. 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS •.a....
SCALE GIS/MAPPING DEPARTMENT WEBSITE. Tel: [phone] SEAL NOT VALID UNLESS SIGNED AND DATED I DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION DETAILS SHEET NO. D5

LEGEND:
��.
TOP OF BANK BANKFULL LEFT -
BOULDER CROSS VANE _ _ _ _ / (LEFT)
TOP OF BANK /BANKFULL (RIGHT)
BOULDER J -HOOK VANE - CONTOUR LINE��
- - - - - -- THALWEG
BOULDER VANE — - WATER SURFACE
ROOTWADS � — CLEARING LIMITS
GRADING LIMITS
CONTROL POINT NOTE \ \
THE GRADING AND CLEARING LIMITS LINE •�� -•.� / !!;:
MAY BE THE SAME IN SOME LOCATIONS.
t /
Structure #4
Boulder vane 7218.5 - j RECORD
- _ = ;\
DRAWING
16+77
_ DECEMBER 2012
THESE DRAWINGS REPRESENT REVISIONS TO THE
/ /� - - - -- ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
- - - -
PROPOSED CUT LINE ANY FIELD MODIFICATIONS MADE DURING
�` -- CONSTRUCTION. INFORMATION SHOWN IS BASED
MILB PROPOSED WETLAND ON DATA FURNISHED BY THE CONTRACTOR TO
ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
GRADING /LIMITS OF DISTURBANCE /PLANTING LIMITS INFORMATION PROVIDED BY THE CONTRACTOR.
Development which will take place within the limits of the _ NORTH CAROUNA DEPARTMENT OF ENVIRONMENT
ou u A „
100 year floodplain Zone AE where base flood elevations � _ o�tH CAROL' `� AND NATURAL RESOURCES
have been determined is designed in accordance with �QROi'wo*" y9' C ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform = S<u = ,
Floodplain Management Policy. G & M of North Carolina, Inc. = 025954 _ 5 tem FIVE —MILE BRANCH
WWW. ARCADI S— US. COM 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED %�G EMpNO <W' 3 DGL 11/04/10 ISSUE FOR BID �
801 Corporate Center Drive, Suite 300 rl P, 1 ill loll mint IREDELL COUNTY, NORTH CAROLINA
1/�/ R �0 2 DGL 03/22/10 DRAFT CONSTRUCTON PLANS ''•OOf�'�"
COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 " ,,,,,,,,,,,, SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. SEAL NOT VAUD UNLESS WNED AND DATED 1 DGL 12/04/09 DRAFT RESTORATION PLANS
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 4
J
EL
-
--
Str cture
ul r - —
_
�°n
+
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-
(1 Boulder -
,n
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w
w
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o
~
in this areci
Z
-
t_
Structure #1
Boulder Vane
728.2
-
14 +39
-
Structure #3 -- - -
_--
Boulder Vane
728.0
16 +03 --"'--
Structure #4
Boulder vane 7218.5 - j RECORD
- _ = ;\
DRAWING
16+77
_ DECEMBER 2012
THESE DRAWINGS REPRESENT REVISIONS TO THE
/ /� - - - -- ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
- - - -
PROPOSED CUT LINE ANY FIELD MODIFICATIONS MADE DURING
�` -- CONSTRUCTION. INFORMATION SHOWN IS BASED
MILB PROPOSED WETLAND ON DATA FURNISHED BY THE CONTRACTOR TO
ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
GRADING /LIMITS OF DISTURBANCE /PLANTING LIMITS INFORMATION PROVIDED BY THE CONTRACTOR.
Development which will take place within the limits of the _ NORTH CAROUNA DEPARTMENT OF ENVIRONMENT
ou u A „
100 year floodplain Zone AE where base flood elevations � _ o�tH CAROL' `� AND NATURAL RESOURCES
have been determined is designed in accordance with �QROi'wo*" y9' C ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform = S<u = ,
Floodplain Management Policy. G & M of North Carolina, Inc. = 025954 _ 5 tem FIVE —MILE BRANCH
WWW. ARCADI S— US. COM 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED %�G EMpNO <W' 3 DGL 11/04/10 ISSUE FOR BID �
801 Corporate Center Drive, Suite 300 rl P, 1 ill loll mint IREDELL COUNTY, NORTH CAROLINA
1/�/ R �0 2 DGL 03/22/10 DRAFT CONSTRUCTON PLANS ''•OOf�'�"
COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 " ,,,,,,,,,,,, SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. SEAL NOT VAUD UNLESS WNED AND DATED 1 DGL 12/04/09 DRAFT RESTORATION PLANS
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 4

c
' W
N9 GRADING
� 4-,
J9,� psJ
Y'
O
1
Ire Ov —
i
•
� l
tru c tune-.49
Boulder Cross Vane
- 728.7
.32 +26
I
1
DO
W
a
I
0
M
M
H
N
LJ
w
2
In
0
w
z
J
2
U
Q
- -� RECORD
BOULDER CROSS VANE T
TOP OF BANK /BANKFULL (LEFT)
TOP OF BANK /BANKFULL (RIGHT) D
DRAWING
BOULDER J -HOOK VANE -
I
-- B
- -
WLB
1
Ire Ov —
i
•
� l
tru c tune-.49
Boulder Cross Vane
- 728.7
.32 +26
I
1
DO
W
a
I
0
M
M
H
N
LJ
w
2
In
0
w
z
J
2
U
Q
- -� RECORD
f S MAY BE THE SAME IN SOME LOCATIONS. INFORMATION PROVIDED BY THE CONTRACTOR.
I
Development which will take place within the limits of the ......DID NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations o��N ���liy� %, `- AND NATURAL RESOURCES
have been determined is designed in accordance with ARCADIS _ Q�OFESSIOyA! 9 -,,- ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform % SEAL = ��
Floodplain Management Policy. , G & M of North Carolina, Inc. 025954 _ 5 p FIVE -MILE BRANCH
W W W. A R CA D I S— U S. C OM 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS tem
20' 0 40 NOTE: PROPERTY BOUNDARIES OBTAINED %�G ENCNEEP o, a Da 11/o4/1a ISSUE FOR BID I l j
L❑.�� 8�1 Corporate Center Drive, SUlte 300 %Sl Q�,. +11 Idl CIIILIII IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY /N R. 0�,0` 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS �•a.M.
Raleigh, NC 27607 -5073 SCO #040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL NOT VAUD UNLESS SIGNED AND DATED 1 DGL 12/04/09 DRAFT RESTORATION PLANS
BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 5
BOULDER CROSS VANE T
TOP OF BANK /BANKFULL (LEFT)
TOP OF BANK /BANKFULL (RIGHT) D
DRAWING
BOULDER J -HOOK VANE -
-- -
-- B
- -
THESE DRAWINGS REPRESENT REVISIONS TO THE
BOULDER VANE — — — — — WATER SURFACE T
-
PROPOSED C
T I B
- R
ROOTWADS —
— CLEARING LIMITS O
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
WLB PROPOSED W
WETLAND
A
GRADING LIMITS C
CONSTRUCTION. INFORMATION SHOWN C BASED
ON DATA FURNISHED BY THE CONTRACTOR TO
C
CONTROL POINT N
NOTE G
ARCADIS. ARCADIS SHALL NOT BE HELD
GRADING/LIMITS
C
T ` T T
THE GRADING AND CLEARING LIMITS LINE R
RESPONSIBLE FOR THE ACCURACY OF THE
I
Development which will take place within the limits of the ......DID NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations o��N ���liy� %, `- AND NATURAL RESOURCES
have been determined is designed in accordance with ARCADIS _ Q�OFESSIOyA! 9 -,,- ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform % SEAL = ��
Floodplain Management Policy. , G & M of North Carolina, Inc. 025954 _ 5 p FIVE -MILE BRANCH
W W W. A R CA D I S— U S. C OM 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS tem
20' 0 40 NOTE: PROPERTY BOUNDARIES OBTAINED %�G ENCNEEP o, a Da 11/o4/1a ISSUE FOR BID I l j
L❑.�� 8�1 Corporate Center Drive, SUlte 300 %Sl Q�,. +11 Idl CIIILIII IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY /N R. 0�,0` 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS �•a.M.
Raleigh, NC 27607 -5073 SCO #040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL NOT VAUD UNLESS SIGNED AND DATED 1 DGL 12/04/09 DRAFT RESTORATION PLANS
BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 5

-
y
.:F -
WEB
NO GRADING i ' r"°-�v
- - Rootwods
-
- \ 40 +65
— WLB
— —o
-'I �_���fr_'C'ture #10o
o Boulder Toe
_- - � /
/
725.6 /
38 +80
Structi 11,05 # ,
-- er Cross Vane
37+15
QC
a
1
O
W)
V_
N
W
i
I
�w
i J
Q
(/ LEGEND:
BOULDER CROSS VANE TOP OF BANK /BANKFULL (LEFT)
TOP OF BANK /BANKFULL (RIGHT) RECORD
BOULDER J -HOOK VANE -- - - - - -- LINE
CONTOUR / DRAWING
-- — —'J — THALWEG DECEMBER 2012
BOULDER VANE _ _ — — — WATER SURFACE
-- — — — — CLEARING
ROOTWADS /, THESE DRAWINGS REPRESENT REVISIONS TO THE
- -�� —
GRADING LIMITS
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT P R 0 P 0 S E D CUT LIN ANY FIELD MODIFICATIONS MADE DURING
CONSTRUCTION. INFORMATION SHOWN IS BASED
`&B —PROPOSED WETLAND
THE GRADING AND CLEARING LIMITS LINE ON DATA FURNISHED BY THE CONTRACTOR TO
MAY BE THE SAME IN SOME LOCATIONS. ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
GRADING /LIMITS OF DISTURBANCE /PLANTING LIMITS - INFORMATION PROVIDED BY THE CONTRACTOR.
Development which will take place within the limits of the " " " "" „ NORTH CAROUNA DEPARTMENT OF ENVIRONMENT
100 year flood lain Zone AE where base flood elevations RAH CARD''' %, �-
y p ARCADIS �o liy : AND NATURAL RESOURCES
aFESS/oN ECOSYSTEM ENHANCEMENT PROGRAM
have been determined is designed in accordance with QR m�
the requirements of Executive Order No. 123 - Uniform _ SEAL
Floodplain Management Policy. G & M of North Carolina, Inc. = 025954 = 5
4 SA 12/07/12 ASBILT /R ECORD DRAN7NGS W V V .ARCADIS — U S. C O M stem FIVE—MILE BRANCH
20' 0 40' 801 Corporate Center Drive, Suite 300 %�GS� ENGINEFA F 3 DGL 11/04/10 ISSUE FOR BID �1 it 1'!] 'C']11Cllt
NOTE: PROPERTY BOUNDARIES OBTAINED ��� c IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY / OF ,0 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS �•�� ■�•
Raleigh, NC 27607 -5073 "' �,,,R;,,, l"" SCO # 040607901
SCALE GIS/MAPPING DEPARTMENT WEBSITE. SEAL NOT VALID UNLESS SIGNED AND DATED 1 DGL 12/04/09 DRAFT RESTORATION PLANS
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 6

/
77--- 40F
NO GRADING
�774tructur #1z
Hook +
Boulder
LO
Structure, -#11
_13-ouldpr J- -Bou 49+35
LJ
LJ
RECORD UJI
BOULDER CROSS VANE TOP OF BANK/BANKFULL (LEFT)
DRAWING _j
DECEMBER 2012 TOP OF BANK/BANKFULL (RIGHT) M
BOULDER J-HOOK VANE CONTOUR LINE
THALWEG
THESE DRAWINGS REPRESENT REVISIONS TO THE
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT BOULDER VANE WATER SURFACE
ANY FIELD MODIFICATIONS MADE DURING
PROPOSED CUT LINE CONSTRUCTION. INFORMATION SHOWN IS BASED CLEARING LIMITS
------- ON DATA FURNISHED BY THE CONTRACTOR TO ROOTWADS
—WLB— GRADING LIMITS
PROPOSED WETLAND ARCADIS, ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE CONTROL POINT NO
INFORMATION PROVIDED BY THE CONTRACTOR. THE GRADING AND CLEARING LIA41TS LINE
GRADING/LIMITS OF DISTURBANCE/PLANTING LIMITS - , I - MAY BE THE SAME IN SOME LOCA77ONS.
Development which will take place within the limits of the C� 1, — NORTH CAROLINA DEPARTMENT OF ENMRONMENT
100 year floodplain Zone AE where base flood elevatio Raell"'I AND NATURAL RESOURCES
have been determined is designed in accordance with ECOSYSTEM ENHANCEMENT PROGRAM
- Uniform SEAL
the requirements of Executive Order No. 123 ns ARCADIS z (11
r0% - z 5
Floodplain Mal ement Policy. G & M of North Carolina, Inc, 025954
4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS FIVE-MILE BRANCH
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive, Suite 300 CNGHj��, Sp,�� 3 DGL 11/04/10 ISSUE FOR BID IREDELL COUNTY, NORTH CAROLINA
2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS
COURTESY OF IREDELL COUNTY Raleigh, NC 27607-5073 SCO # 040607901
SEAL NOT VAUD UNLESS SIGNED AND DATED _I DGL 12/04/09 DRAFT RESTORATION PLANS
SCALE GIS/MAPPING DEPARTMENT WEBSITE- Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 7

0
i
LEGEND:
RECORD
BOULDER CROSS VANE TOP OF BANK /BANKFULL (LEFT)
- - - - DRAWING
TOP OF BANK /BANKFULL (RIGHT)
�—
BOULDER J -HOOK VANE -- - - - - -- CONTOUR LINE DECEMBER 2012 � —�
THALWEG
BOULDER VANE — — — WATER SURFACE — THESE DRAWINGS REPRESENT REVISIONS TO THE
-
PROPOSED CUT LINE — ORIGINAL CONTRACT REFLECT
ROOTWADS — CLEARING LIMITS
ANY FIELD MODIFICATIONS MADE DURING
//� CONSTRUCTION. INFORMATION SHOWN IS BASED
V LB P R 0 P 0 S E D WETLAND / // —/� h - - GRADING LIMITS ON DATA FURNISHED BY THE CONTRACTOR TO
F CONTROL POINT N01E ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
GRADING /LIMITS 0 F DISTURBANCE /PLANTING LIMITS IN SO THE GRADING AND G LIMITS LINE INFORMATION PROVIDED BY THE CONTRACTOR.
MAY BE THE SAME IN SOME LOCATIONS.
Development which will take place within the limits of the „ " " " " "' ,, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations ,, �o'jH G�,Oe, ' %, �^ AND NATURAL RESOURCES
have been determined is designed in accordance with A RCAD QROFESSIOpq� 9 %=
the requirements of Executive Order No. 123 - Uniform = SEAL __
�' ECOSYSTEM ENHANCEMENT PROGRAM
Floodplain Management Policy. 1/ w I G& M of North Carolina, Inc. = o25s5a s FIVE—MILE BRANCH
W W W. A R CA D I S— U S. C OM 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS tem
2004 ' NOTE: PROPERTY BOUNDARIES OBTAINED ENCINEE� o. 3 DGL 11/04/10 ISSUE FOR BID �� ]j 111 C]11C11
801 Corporate Center Drive, Suite 300 ''' %ST p�,o � c IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY /N R. 9�,0 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS
Raleigh, NC 27607 -5073 ,,,,, "` SCO # 040607901
SCALE GIS/MAPPING DEPARTMENT WEBSITE. SEAL NOTVAUDUNLESS9GNEDANDDATED 1 DGL t2 /o DRAFT RESTORATION PLANS
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET N0. 8

LEGEND:
BOULDER CROSS VANE TOP OF BANK /BANKFULL (LEFT)
TOP OF BANK /BANKFULL (RIGHT)
\\ / _ - - -
BOULDER J -HOOK VANE -- - --- -- CONTOUR LINE
THALWEG \ :c; _ -
- -- --
BOULDER VANE — — — — — WATER SURFACE ` _ MM
\\ -- _
�J
CLEARING LIMITS =— Q
ROOTWADS
GRADING LIMITS
CONTROL POINT
THE GRADING AND CLEARING LIMITS LINE
MAY BE THE SAME IN SOME LOCATIONS.
/ \ v
/ WLB �\ \
RECORD
- - -- ` DRAWING
DECEMBER 2012
i
THESE DRAWINGS REPRESENT REVISIONS TO THE
\ V ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MODIFICATIONS MADE DURING
Structure #24 CONSTRUCTION. INFORMATION SHOWN IS BASED
Boulder Cross Vane
ON DATA FURNISHED BY THE CONTRACTOR TO
722.9 RES IS E E
RESPONSIBLE FOR THE ACCURACYOFTHE
13 +22 %\ INFORMATION PROVIDED BY THE CONTRACTOR.
V \
NO GRADING
Q) /
I
\
Structure #23
Boulder Vane III: U_
722.6 -
% j\
14 +50 '� o
o
LLJ
NO GRADING -� UJI
NO GRADING z
— _ cn
Rootwods o
v _ i6� H29 0
16 +50
_ z_
\ J
L)
- - - - PROPOSED CUT LINE
WLB PROPOSED WETLAND
GRADING /LIMITS OF DISTURBANCE /PLANTING LIMITS 1 J/
Development which will take place within the limits of the „ " " "� o,, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year flood lain Zone AE where base flood elevations ��SN '��liy�,, �" NATURAL RESOURCES
,o
have been determined is designed in accordance with ARCADIS �Q�OFESSIOpq� r -;i ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform SEAL _ �,
Floodplain Management Policy. G & M of North Carolina, Inc. 025954 5
WWW.ARCADIS- US.COM + SCA 12/07/12 ASBUILT/RECORDDRANANGS �tem FIVE —MILE BRANCH
20I' 0 NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive, Suite 300 =`GS ENGINEER moo,` 3 DGL „ /04 /lo ISSUE FOR BID �I,11 ��I ei11���t IREDELL COUNTY, NORTH CAROLINA
Im❑80 COURTESY OF IREDELL COUNTY Raleigh, NC 27607 - 5073 °6oT;H R. SIP 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS SCO # 040607901
SEAL NOT VALID UNLESS SIGNED AND DATED 1 DGL 12/04/09 DRAFT RESTORATION PLANS
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET No. 9

LEGEND:
BOULDER CROSS VANE TOP OF BANK /BANKFULL (LEFT)
- - TOP OF BANK /BANKFULL (RIGHT)
BOULDER J -HOOK VANE - - - -- CONTOUR LINE RECORD
— THALWEG % _ —�
J � - � _ , \�; `� .',
BOULDER VANE — — — — — WATER SURFACE - \ DRAWING
DECEMBER 2012
ROOTWADS — — CLEARING LIMITS
GRADING LIMITS — HESE DRAWINGS REPRESENT REVISIONS TO THE
CONTROL POINT NOTE \1 v \ 0 NAL CONTRACT DOCUMENTS WHICH REFLECT
THE GRADING AND CLEARING LIMITS LINE 0<_ �✓ A FIELD MODIFICATIONS MADE DURING
MAY BE THE SAME IN SOME LOCATIONS. / CONSTR TION. INFORMATION SHOWN IS BASED
ON DATA FUR ISHED BY THE CONTRACTOR TO
ARCADIS. A IS SHALL NOT BE HELD
%a RESPONSIBLE FO HE ACCURACY OF THE
' INFORMATION PROVIDE Y THE CONTRACTOR.
y , .
�. Rootw s
1 20 +60
\. v
a c,
1 struc #22 ��� E% , F �,
der C s" Vane
(6)
Structure #1-4
Boulder- Vane Structure 18
720.7 Rootwads —__ #
720.7 i1� Structure #16 Boulder one Structure #19 Structure #21 �L
65 +73 Structure #15 Boulder -Vane -72-0'0 Boulder Vane Boulder Cross Vane
Boulder Vane 720.7 Structure #17 69 +39 720.4 72a.7 g1�'
— — —
—PROPOSED CUT LINE 721.0 67 +50 Boulder Vane 70 +07
65 +73 Structure #20 2� +73
68 +5 Boulder vane
wLe PROPOSED WETLAND
68 +55 720.6
G
GRADING /LIMITS OF DISTURBANCE /PLANTING LIMITS 70 +61
Development which will take place within the limits of the au` " "'�" o„ NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations °�o��N oVe, AND NATURAL RESOURCES
have been determined is designed in accordance with ARCADIS Q�oFESS /ONq� a r ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform j s SEAL '
Floodplain Management Policy. c & M of North Carolina, Inc.
025954 5 tein FIVE —MILE BRANCH
WWW. ARCADIS —US. COM � � SCA 12/07/12 ASBUILT/RECORD DRAWINGS }
20 0 40 ;G ENpNEF,R �pc 3 DGL 11/04/10 ISSUE FOR BID �1,I l�I ,CII���I11 IREDELL COUNTY, NORTH CAROLINA
�u NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive, Suite 300 ,,STjN R 2 DGL 03/22/10 DRAFT corlsntucnoN PUNS �•
�❑.❑� COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 " "" "` "" , DGL 12 /o4 /OS DRAFT RESTORATION PLANS SCO # 040607901
SCALE GIS�MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL NOT VADUNLE559GNEOAN�OAED BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 10

LEGEND:
BOULDER CROSS VANE TOP OF BANK /BANKFULL (LEFT)
TOP OF BANK /BANKFULL (RIGHT)
BOULDER J -HOOK VANE - -- _ -- -- CONTOUR LINE
THALWEG
BOULDER VANE — — — — — WATER SURFACE
ROOTWADS — — CLEARING LIMITS
GRADING LIMITS
CONTROL POINT NOTE
THE GRADING AND CLEARING LIMITS LINE
MAY BE THE SAME IN SOME LOCATIONS.
RECORD
DRAWING
DECEMBER 2012
I
I
THESE DRAWINGS REPRESENT REVISIONS TO THE
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MODIFICATIONS MADE DURING
CONSTRUCTION. INFORMATION SHOWN IS BASED
ON DATA FURNISHED BY THE CONTRACTOR TO
ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
INFORMATION PROVIDED BY THE CONTRACTOR.
3m i
VrT/ I I J J_ -f
WLB
INO G!
WLB
WLB
� WLB
VER POOL
NO GRADING
his
92-12
NO GR,q DING
— — —
—PROPOSED CUT LINE I— S�rcture X27
Vance r
WLB PROPOSED WETLAND Boulder - �� '
718.2
GRADING /LIMITS OF DISTURBANCE /PLANTING LIMITS 34 +77
Development which will take place within the limits of the �A NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year flootermn Zone de where base flood elevations �/ ARCADIS ``,.�oQ�H Ro�; AND NATURAL RESOURCES
have been determined is designed in accordance with '% aFESS/oNq 9- ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform = SEAL
Floodplain Management Policy. G & M of North Carolina, Inc. 025954 s / 1�IteII1 FI VE -MILE BRANCH
W W W. A R CA D I S— U S. C O M 4 SCA 12 07/12 ASBUILT/RECORD DRAWINGS
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Orive, Suite 300 %vGST ENaeEER P� °,' 3 DGL 11/0+ /10 ISSUE FOR BID I', I a Cj1ien t IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY %o,!V RI 0 ,. 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS
Raleigh, NC 27607 -5073 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
SCALE GIS/MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL NOT VALID UNLESS WNED AND DATED BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 11
r
z
92-12
NO GR,q DING
— — —
—PROPOSED CUT LINE I— S�rcture X27
Vance r
WLB PROPOSED WETLAND Boulder - �� '
718.2
GRADING /LIMITS OF DISTURBANCE /PLANTING LIMITS 34 +77
Development which will take place within the limits of the �A NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year flootermn Zone de where base flood elevations �/ ARCADIS ``,.�oQ�H Ro�; AND NATURAL RESOURCES
have been determined is designed in accordance with '% aFESS/oNq 9- ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform = SEAL
Floodplain Management Policy. G & M of North Carolina, Inc. 025954 s / 1�IteII1 FI VE -MILE BRANCH
W W W. A R CA D I S— U S. C O M 4 SCA 12 07/12 ASBUILT/RECORD DRAWINGS
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Orive, Suite 300 %vGST ENaeEER P� °,' 3 DGL 11/0+ /10 ISSUE FOR BID I', I a Cj1ien t IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY %o,!V RI 0 ,. 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS
Raleigh, NC 27607 -5073 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
SCALE GIS/MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL NOT VALID UNLESS WNED AND DATED BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 11

LEGEND:
EC
RECORD BOULDER CROSS VANE TOP OF BANK /BANKFULL (LEFT)
DRAWING
': - • I 1 /� � — - - TOP OF BANK /BANKFULL (RIGHT)
- DECEMBER 2012 _ - - _ _
BOULDER J -HOOK VANE -- - CONTOUR LINE
THALWEG
THESE DRAWINGS REPRESENT REVISIONS TO THE BOULDER VANE - - - - - WATER SURFACE
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MODIFICATIONS MADE DURING — CLEARING LIMITS
ROOTWADS -
\ CONSTRUCTION. INFORMATION SHOWN IS BASED — — GRADING LIMITS
L ON DATA FURNISHED BY THE CONTRACTOR TO
ARCADIS. ARCADIS SHALL NOT BE HELD CONTROL POINT NOTE
r li RESPONSIBLE FOR THE ACCURACY OF THE THE GRADING AND CLEARING LIMITS LINE
INFORMATION PROVIDED BY THE CONTRACTOR. MAY BE THE SAME IN SOME LOCATIONS.
i
_-
FII I
i/
1 1 7605 99
- - ��` ` --
T T17
-,v - -
- - - - - -
—7 W R_ - A \
I
I �
0_
I
O
O
m
'ct
Q
F-
fN
�h
F-
LU
W
S
N
O
`tl -rim I
718,0, VUIIC Structure #31 -- - w
- - z
— — — — \ Structure 3- 42+77 Boulder J –Hook Vane #-
PROPOSED CUT LINE _ - 717.4-,---- - Boulder Vane
717.4
wLe PROPOSED WETLAND 46 +0$ - = 47 +43 -
GRADING /LIMITS OF DISTURBANCE /PLANTING LIMITS
Development which will take place within the limits of the i'i,,,,„ NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations °�o�tA CA,?, ` AND NATURAL RESOURCES
have been determined is designed in accordance with ARCADIS _ Q�OFESS /ONq� q ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform _ SEAL -
Floodplain Management Policy. G & M of North Carolina, Inc. = 025954 = 5 ,� tells . FIVE—MILE BRANCH
W W W. A R C A D I S– U S. C O M 4 SCA 12/07/12 ASBUILT ECORD DRAWINGS
20�. 0�� NOTE: PROPERTY BOUNDARIES OBTAINED '�G ENGINEER ��' 3 ocL 11 /o4 /to ISSUE FOR BID ��,Il 1,01I t.L.'1ilcili IREDELL COUNTY, NORTH CAROLINA
Y880 801 Corporate Center Drive, Suite 300 ��''�,sTjN R O�,P,���' 2 oGL oa /22/,o DRAFT CONSTRUCTION PLANS ��a•�
COURTESY OF IREDELL COUNTY Raleigh, NC 27607 - 5073 °j' ,,,,,,,,, SCO # 040607901
SCALE GIS/MAPPING DEPARTMENT WEBSITE. SEAL NOT wuo UNLESS vcneo AND DATED 1 DGL 12/04/09 DRAFT RESTORATION PLANS
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 12

WLB
LEGEND:
BOULDER CROSS VANE
TOP OF BANK /BANKFULL (LEFT)
- TOP OF BANK /BANKFULL (RIGHT)
BOULDER J -HOOK VANE
--
- - CONTOUR LINE
THALWEG
BOULDER VANE
- - - - - WATER SURFACE
ROOTWADS
- - CLEARING LIMITS
GRADING LIMITS
CONTROL POINT
NQTE
THE GRADING AND CLEARING LIMITS LINE
MAY BE THE SAME IN SOME LOCATIONS.
WLB
Q
Z
- - r
- Li p
I
- --
Np GR,4plNG
I
Vn
N
Structure 34 _ - -
# — st-ruc-fure 36
Strue�t�re 33 - - - -- _ _ - - �ructure 35 __ -- # --
Boulder —Vdne # - � —
Boulder Vane $outder Vane Boulder Vane
717. 1
716.8 — �' / RECORD
717..2 -- 716.8 -._ _ - �
4-g +gs - 53 +02 st,��ture /� DRAWING
48 +58 5 46 rr 7e ' DECEMBER 2012
/ Boulder Vdne � / -"'
7 1 6.7 / THESE DRAWINGS REPRESENT REVISIONS TO THE
/
55+25 / , ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MODIFICATIONS MADE DURING
—
PROPOSED CUT LINE /�; // / ,' CONSTRUCTION. INFORMATION SHOWN IS BASED
ON DATA FURNISHED BY THE CONTRACTOR TO
wLB
PROPOSED WETLAND /' �, �; / i /� ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
GRADING/LIMITS OF DISTURBANCE/PLANTING LIMITS ; i/ NFORMATION PROVIDED BY THE CONTRACTOR.
Development which will take place within the limits of the " " " "" „ NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year flood lain Zone de where base flood elevations ARCADIS _`\\��N CaR�;ti AND NATURAL RESOURCES
Y P o� o '%
have been determined a tiv designed in accordance With _ pFESS/Op� r �, ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform = SEAL
Floodplain Management Policy. G & M of North Carolina, Inc. 025954 5 09 } y�
W W W. A R C A D I S— U S. C O M - 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGSS Lei 1 FIVE—MILE BRANCH
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED o /04/10 ISSUE FOR BID 1 t
801 COT Orate Center Drive, Suite 300 ' GS ENgNEEA ,. 3 DGL t1 IREDELL COUNTY, NORTH CAROLINA
M COURTESY OF IREDELL COUNTY P ,TAN R. OP`' 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS •ate
Raleigh, NC 27607 -5073 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL " °r °nu° UNLESS �E° " "° ° "�° BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 13
- VERNAL
P 0
i
Structure #44
- - —
Log Step
WLB 8%�e d'etoll
Q
Z
- - r
- Li p
I
- --
Np GR,4plNG
I
Vn
N
Structure 34 _ - -
# — st-ruc-fure 36
Strue�t�re 33 - - - -- _ _ - - �ructure 35 __ -- # --
Boulder —Vdne # - � —
Boulder Vane $outder Vane Boulder Vane
717. 1
716.8 — �' / RECORD
717..2 -- 716.8 -._ _ - �
4-g +gs - 53 +02 st,��ture /� DRAWING
48 +58 5 46 rr 7e ' DECEMBER 2012
/ Boulder Vdne � / -"'
7 1 6.7 / THESE DRAWINGS REPRESENT REVISIONS TO THE
/
55+25 / , ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MODIFICATIONS MADE DURING
—
PROPOSED CUT LINE /�; // / ,' CONSTRUCTION. INFORMATION SHOWN IS BASED
ON DATA FURNISHED BY THE CONTRACTOR TO
wLB
PROPOSED WETLAND /' �, �; / i /� ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
GRADING/LIMITS OF DISTURBANCE/PLANTING LIMITS ; i/ NFORMATION PROVIDED BY THE CONTRACTOR.
Development which will take place within the limits of the " " " "" „ NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year flood lain Zone de where base flood elevations ARCADIS _`\\��N CaR�;ti AND NATURAL RESOURCES
Y P o� o '%
have been determined a tiv designed in accordance With _ pFESS/Op� r �, ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform = SEAL
Floodplain Management Policy. G & M of North Carolina, Inc. 025954 5 09 } y�
W W W. A R C A D I S— U S. C O M - 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGSS Lei 1 FIVE—MILE BRANCH
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED o /04/10 ISSUE FOR BID 1 t
801 COT Orate Center Drive, Suite 300 ' GS ENgNEEA ,. 3 DGL t1 IREDELL COUNTY, NORTH CAROLINA
M COURTESY OF IREDELL COUNTY P ,TAN R. OP`' 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS •ate
Raleigh, NC 27607 -5073 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL " °r °nu° UNLESS �E° " "° ° "�° BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 13

�I
J
LEGEND.
�\ BOULDER CROSS VANE TOP OF BANK /BANKFULL (LEFT)
TOP OF BANK /BANKFULL (RIGHT)
BOULDER J -HOOK VANE -- - — - - CONTOUR LINE
THALWEG
BOULDER VANE — — WATER SURFACE
ROOTWADS — - - — CLEARING LIMITS
GRADING LIMITS
CONTROL POINT NorE
THE GRADING AND CLEARING LIMITS LINE
MAY BE THE SAME IN SOME LOCATIONS.
i -
i
,
CD
o
+
rn - -
EO
r =
oyJ0
c,�, j
LLJ
_ _ _ _ 1n
LAI
Structure J38 — — -. _ s, "
Boulder Cross Vane
- U
Q
_ _ -
-- 715.6
THESE DRAWINGS REPRESENT REVISIONS TO THE
- - - -
PROPOSED CUT LINE / ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
RECORD ANY FIELD MODIFICATIONS MADE DURING
CONSTRUCTION. INFORMATION SHOWN IS BASED
I DRAWING ON DATA FURNISHED BY THE CONTRACTOR TO
1�B PROPOSED V V E T L A N D / ARCADIS. ARCADIS SHALL NOT BE HELD
DECEMBER 2012 _ RESPONSIBLE FOR THE ACCURACY OF THE
GRADING /LIMITS OF DISTURBANCE /PLANTING LIMITS INFORMATION PROVIDED BY THE CONTRACTOR.
-
Development which will take place within the limits of the ` „a� ��� NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplmn Zone de where base flood elevations � `.�a��E �oq, AND NATURAL RESOURCES
have been determined is designed in accordance with _ Q� qs - ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform SEAL
Floodplain Management Policy. G & M of North Carolina, Inc. = 025954 _ 5 1 m
WWW. ARCADI S- US. COM _ scA 12/07/12 ASBUILT/RECORD DRAW9NGS 1��eIIl FIVE—MILE BRANCH
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED 'moo EBpNEER o 3 DGL 11/04/10 ISSUE FOR BID
801 Corporate Center Drive, Suite 300 ' sl ` h I'll Cl1lCllt IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY �N R. 0,0 2 DcL o3 /z2 /10 DRAFT CONSTRUCTION PLANS
Raleigh, NC 27607 - 5073 °" 1 DGL ,z /o + /o9 DRAFT RESTORATION PLANS SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL NOT VAUD UNLESS SIGNED AND DATED BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 14

w u Boulder J -Hook' Vane
N St fU�Fe #J9 713.1
Boulder J -Hook Vane 0 71 +66
'- 712.9
ul z 70 +28
-1
Z -
U -
Q
- - - PROPOSED CUT LINE
wLB PROPOSED WETLAND
GRADING /LIMITS OF DISTURBANCE /PLANTING LIMITS
RECORD
DRAWING
DECEMBER 2012
Development which will take place within the limits of the „ , NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations o�o��N CgRO�y `" AND NATURAL RESOURCES
have been determined is designed in accordance with QQOFESSIOpq� 9 ECOSYSTEM ENHANCEMENT PROGRAM
ARCADIS
the requirements of Executive Order No. 123 - Uniform -
SEAL _
Floodplain Management Policy. i, G & M of North Carolina, Inc. = 025954 5 L
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED WWW. ARCADI S- US. COM o + ScA tz /o� /tz AseUILT/RECORD DRAWINGS t� I em FIVE -MILE BRANCH
801 COr Orate Center Drive, Suite 300 %Gp fNpNEER �.` 3 DGL tt /o + /to ISSUE FOR BID 1 1 I'll CIl1CIlt IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY p %oT�N R. OP° z DG� o3 /zz /to DRAFT CONSTRUCTION PLANS nay
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Raleigh, NC 27607 -5073 SEAL NOT VALID UNLESS SIGNED AND DATED 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 15
LEGEND:
Structure #41
BOULDER CROSS VANE
TOP OF BANK /BANKFULL (LEFT)
712.9
TOP OF BANK /BANKFULL (RIGHT)
72 +57
1
BOULDER J -HOOK VANE
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SCALE GIS /MAPPING DEPARTMENT WEBSITE. Raleigh, NC 27607 -5073 SEAL NOT VALID UNLESS SIGNED AND DATED 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
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03/22/1
DRAFT CONSTRUCTION PLANS
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TAA
12/04/09
DRAFT RESTORATION PLANS
BY
DATE
DESCRIPTION OF REVISION
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SHEET NO. 16

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5
FIVE—MILE BRANCH
IREDELL COUNTY, NORTH CAROLINA
SCO # 040607901
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12/07,
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IREDELL COUNTY, NORTH CAROLINA
SCO # 040607901
ASBUILT/RECORD DRAWINGS
ISSUE FOR BID
DRAFT CONSTRUCTION PLANS
DRAFT RESTORATION PLANS
DESCRIPTION OF REVISION
BEAVER CREEK PROFILE SHEET NO. 17

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ARCADIS. ARCADIS SHALL NOT BE HELD
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ARCADIS
G & M of North Carolina, Inc.
W W W. A R CA D I S— U S. C 0 M
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11 /04 /lo
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03/22/1
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12/04/09
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ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
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G & M of North Carolina, Inc.
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9
FIVE-MILE BRANCH
IREDELL COUNTY, NORTH CAROLINA
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12/07/12
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11/04/10
ISSUE FOR BID
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12 04/09
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12/07/12
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03/22/1
DRAFT CONSTRUCTION PLANS
1
TAA
12/04
DRAFT RESTORATION PLANS
BY
DATE
DESCRIPTION OF REVISION
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SHEET NO. 21

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11/04/10
ISSUE FOR BID
2
DGL
03/22/1
DRAFT CONSTRUCTION PLANS
1
TAA
12/04
DRAFT RESTORATION PUNS
BY
DA=
DESCRIPTION OF REVISION
FIFTH CREEK PROFILE
SHEET NO. 22

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1 0' \\\\�\, 11111 , /AI �. NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
THESE DRAWINGS REPRESENT REVISIONS THE ARCADIS �� oFESS,oN ( /y9'; AND NATURAL RESOURCES
HORIZON. SCALE A
ORIGIN L CONTRACT DOCUMENTS WHICH REFLECT ECOSYSTEM ENHANCEMENT PROGRAM
ANY FIELD MODIFICATIONS MADE DURING SEAL
CONSTRUCTION. INFORMATION SHOWN IS BASED G & M of North Carolina, Inc. = 025954 - s , rlC c} ttl FIVE-MILE BRANCH
' ON DATA FURNISHED BY THE CONTRACTOR TO = 1 US Stelll
WWW.ARCADIS— US.COM 4 SCA 12/07/12 ASBUILT/RECORO DRAWINGS � �,
ARCADIS. ARCADIS SHALL NOT BE HELD ' v
VERTICAL SCALE RESPONSIBLE FOR THE ACCURACY OF THE 801 Corporate Center Drive, Suite 300 ' -,GSA �NgNEEP P�O\c' 3 DGL 11/04/10 ISSUE FGR 91D I1 1c11 l`Imlit IREDELL COUNTY, NORTH CAROLINA
INFORMATION PROVIDED BY THE CONTRACTOR. Raleigh, NC 27607 -5073 %p,�N R. gE r 2 DGL 03/22/1 DRAFT CONSTRUCTION PLANS rnoc,vAM SCO #040607901
UNLESS 'SIGNED 1 TAA 12/04/09 DRAFT RESTORATION PLANS
Tel: [phone] Fax: [phone] cai NOT vnuu uaess SIGNED 1111 DAI11 BY DATE DESCRIPTION OF REVISION FIFTH CREEK PROFILE SHEET NO. 23

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III_
1' •
I:1
THESE DRAWINGS REPRESENT REVISIONS TO THE
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MODIFICATIONS MADE DURING
CONSTRUCTION. INFORMATION SHOWN IS BASED
ON DATA FURNISHED BY THE CONTRACTOR TO
ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE
INFORMATION PROVIDED BY THE CONTRACTOR.
°` NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
ARCADIS = \\� °Q�p ESSION���G9
AND NATURAL RESOURCES
VA ECOSYSTEM ENHANCEMENT PROGRAM
G & M of North Carolina, Inc.
02595
- sE "` = s
4 ,� }. tt FIVE -MILE BRANCH
WWW. ARCADI S— US. COM = 4 SCA 12/07/12 ASBUILT ECORD ORANINGS }S Slenl
801 Corporate Center Drive, Suite 30O %vGS� ENGNEER P��,' 3 DGL 11/04/10 ISSUE FOR BID I `fl 1:11 1 111Cl1� IREDELL COUNTY, NORTH CAROLINA
Raleigh, NC 27607 -5073 �N R. R�' 2 DGL 03/22/1 DRAFT CONSTRUCTION PLANS �.o�.w..,..
9 ' 1 TAA 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
Tel: [phone] Fax: [phone] SEAL NOT VALID UNLESS sicNeo AND onrEo
BY DATE DESCRIPTION OF REVISION FIFTH CREEK PROFILE SHEET NO. 24

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ARCADis NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
Q�o EssioNti- y''� -; AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
G & M of North Carolina, Inc. = SEAL _ 5
025954 tem FIVE—MILE BRANCH
W W W. A R CA D I S — U S. CUM _ . SCA 12/07/12 AseUILT/RECORD DRAWINGS
801 Corporate Center Drive, Suite 300 FNGINEl,`, 3 DOL 11/04/10 ISSUE FOR BID �',il 11,11 '(_'llWilt
IREDELL
Raleigh, NC 27607 -5073 OsT�h RI OP 2 D0L 03/22/1 DRAFT CONSTRUCTION PLANS SCOU# 040607901 0LINA
Tel: [phone] Fax: [phone] SEAL NOT VALID UNLESS SIGNED AND DATED 1 TAA 12/04/09 DRAFT RESTORATION PLANS
BY DATE DESCRIPTION OF REVISION FIFTH CREEK PROFILE SHEET NO. 25

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1Q Q 2,0 oPZHj11 ti NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
THESE DRAWINGS REPRESENT REVISIONS TO THE ��� �FESSIOyOE /ti9 '% AND NATURAL RESOURCES
HORIZON. SCALE ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT ARCADIS ' 4�
ANY FIELD MODIFICATIONS MADE DURING = senL = ECOSYSTEM ENHANCEMENT PROGRAM
1' CONSTRUCTION. INFORMATION SHOWN IS BASED G & M of North Carolina, Inc. = 025954 5 }
ON DATA FURNISHED BY THE CONTRACTOR TO — �/�/l/W. ARCADIS -US. COM 4 SCA 12/07/12 ASBUILT/RECORD DRAMANGS L4cOS SIeIII FIVE -MILE BRANCH
ARCADIS. ARCADIS SHALL NOT BE HELD v }
VERTICAL SCALE RESPONSIBLE FOR THE ACCURACY OF THE 801 Corporate Center Drive, Suite 300 %GSA ENGNEER P�� °\\\ 3 Da 11/04/10 ISSUE FOR BID �' ) }�1 Vii'' �t 1� i I? IREDELL COUNTY, NORTH CAROLINA
INFORMATION PROVIDED BY THE CONTRACTOR. Raleigh, NC 27607 -5073 RI 16 o` 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS M SCO # 040607901
Tel: [phone] Fax: [phone] ea NOT VALID UNLESS sicNeo AND DATED 1 TAA 1z 04/09 DRAFT RESTORATION PLANS
BY DATE DESCRIPTION OF REVISION FIFTH CREEK PROFILE SHEET NO. 26

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SEE SHEETS 14 & 15 FOR PLAN VIEW
10 iiiiCq�� �. NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
THESE DRAWINGS REPRESENT REVISIONS TO THE p1Ess�NA��L9''. AND NATURAL RESOURCES
HORIZON. SCALE ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT ARCADIS Q�
ECOSYSTEM ENHANCEMENT PROGRAM
ANY FIELD MODIFICATIONS MADE DURING SEAL C
CONSTRUCTION. INFORMATION SHOWN IS BASED G BC M of North Carolina, Inc. 025954 s 1t J tem FIVE-MILE BRANCH
ON DATA FURNISHED BY THE CONTRACTOR TO WWW.ARCADIS— US.CDM = 4 SCA 12/07/12 ASBUILT/RECORD DRAWNGS
ARCADIS, ARCADIS SHALL NOT BE HELD � }
VERTICAL SCALE RESPONSIBLE FOR THE ACCURACY OF THE 801 Corporate Center Drive, Suite 300 lis �NGNEER ��' 3 Ocx 11/04/10 ISSUE FOR BID I ,l� ���� 1`l'�IIL��t IREDELL COUNTY, NORTH CAROLINA
INFORMATION PROVIDED BY THE CONTRACTOR. Raleigh, NC 27607 -5073 o N R. 0 vo 2 DGL 03/22/10 DRAFT CONSTRUCTICN PLANS r.ocv.M SCO # 040607901
T� F
UNLESSIGNE\ 1 TAA 12 04/09 DRAFT RESTORATION PLANS
Tel: [phone] Fax: [phone] en NOT vnuo uNUess sicNeo AND ono BY DATE DESCRIPTION OF REVISION FIFTH CREEK PROFILE SHEET N0. 27

Zone 2 — Channel
Equal mixture of the three (3) shrubs and at least
four (4) trees at 11 foot spacing
Shrub
Tag alder
Anus serru/oto
Silky dogwood
Cornus ommomum
Elderberry
Sambucus conodensis
Button Bush
Cepholanthus occidentolis
Trees
Cardinal flower
Black willow
So/ix nigro
River birch
Betu/a nigro
Green ash
Froxinus pennsyfvanica
Willow oak
Quercus phe/Ios
Equal mixture of at least
four {4) herbs
and three (3) grass at 25 Ibs /acre
Zone 1 — Floodplain /Wetland
Equal mixture of at least three (3) shrubs and six
6) trees (minimum two oaks) at 11 foot spacing
Shrub
Pawpaw
Spice bush
Winterberry
Hazelnut
Elderberry
Arrow —wood
Pinxterflower
Trees
Blackgum
Swamp chestnut oak
American elm
River birch
Green ash
Herbs
Zone 1 — Piedmont Alluvial Forest (Floodplain)
Hackberry
Jewel weed
Impatiens COOMMss
Black cherry
Ironweed
lvemonio noveborocens /s
Black walnut
Cardinal flower
Lobe /io carding /is
Willow oak
Beebalm
Monordo didymo
Flowering dogwood
Joe -pye —weed
c-upotor /um fstu/osum
Sourwood
Gray s sedge
Corex groyf
Red mulberry
Soft rush
✓uncus eliusus
Shortleaf pine
Leathery rush
✓uncus Cor/oceus
Bitternut Hickory
Grass
Sycamore
River oats
Chosmonth /um /otifo/ium
Cherrybork oak
Switchgrass Panicum argotum
Bottlebrush grass A/ys 1, ,, potu /o
Deer tongue PaniCUm Clondestinum
Development which will take place within the limits of the
100 year floodplain Zone AE where base flood elevations
have been determined is designed in accordance with
the requirements of Executive Order No. 123 — Uniform
Floodplain Management Policy.
50�' 0 00' NOTE: PROPERTY BOUNDARIES OBTAINED
Yi❑80 COURTESY OF IREDELL COUNTY
SCALE GIS /MAPPING DEPARTMENT WEBSITE
Asimina trilobc
Lindera benzion
Ilex decidua
Corylus omericono
Sambucus conodensis
Kburnum dentotum
Rhododendron per /c /ymeno /des
Nyysss7 syfvotico
Quercus mlchouxl/
Ulmus americans
Betu/a nigro
Froxinus pennsyfvonico
Ce/tis /oev/gato
Prunus serotino
✓ug/ans nigro
Quercus pphellos
Cornus f/oddo
Oxydendron orboreum
Morus rubro
Pinus echinoto
Corya cordiform/s
P/ontanus occidentolis
Quercus pagoda
ARCADIS
G & M of North Carolina, Inc.
WWW. ARCADI S— US. COM
801 Corporate Center Drive, Suite 300
Raleigh, NC 27607 -5073
Tel: [phone] Fax: [phone]
Equal mixture of at least four 4) forties
and three (3) grass at 25 Ibs acre
Herbs
Black —eyed Susan
Purple cone flower
Threadleaf coreopsis
Butterfly Weed
Narrow — leaved sunflower
Tick —seed
Lance — leaved coreopsis
Grass
Big bluestem
Indian grass
Little bluestem
Switchgrass
TemDorary Seed Mixture
Rudbeckia hirta
Echinacea purpurea
Coreopsis verticillata
Asclepias tuberosa
Helionthus angustifolia
Bidens aristosa
Coreopsis lanceolata
Andropogon gerardii
Sorghastrum nutans
Schlzachyrium scoparium
Panicum vlrgatum
Fall, winter, and sprin temporary seed mix
(Agust 15 —May 01
Ceureal Rye Secole cereal
Orchard Grass Dactylis glomerata
Summer temporary seed mix
(May 01 — August 15)
udangrass Sorghum bicolor
Browntop Millet Panicum ramosum
SEAL
025954
%�G FNCINEE� O •\
"No, I, I'lwOV,
SEAL NOT VALID UNLESS SIGNED AND DATED
120 Ibs acre
20 Ibs acre
Soil Preparation and Stabilization
Zone 1 — Piedmont Alluvial Forest (Floodplain)
Mechanical
Approx.
Ground
Mulch
Mulch
Nutrient
Rate
Treatment
Date
Cover
Type
Density /
Amendments
Fabric
Thickness
Disking /
Ripping /
12/8/10
NA
Wheat
Straw
75%
Cover
Fertilizer
1000
Ibs /acre
Raking
4000
Lime
Ibs /acre
Zone 2 — Piedmont Alluvial Forest (Channel)
Mechanical
Approx.
Ground
Mulch
Mulch
Nutrient
Rate
Treatment
Date
Cover
Type
Density /
Amendments
Fabric
Thickness
Raking
12/8/10
Coir
Wheat
Straw
75%
Cover
Fertilizer
1000
Ibs /acre
4000
Lime
Ibs /acre
35 -45 Ibs / acre
30 -40 Ibs / acre
1 4 1 SCA I 12/07/12 I ASBUILT/RECORD DRAWINGS I
DGL 03/22/10 DRAFT CONSTRUCTION PLAN
DGL 12/04/09 DRAFT RESTORATION PLANS
BY DATE I DESCRIPTION OF REVISIOP
LEGEND
ZONE 1 — FLOODPLAIN/
WETLAND
ZONE 2— CHANNEL
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
FIVE -MILE BRANCH
IREDELL COUNTY, NORTH CAROLINA
SCO # 040607901
PLAN SHEET NO. PP1

LEI
ZONE 1 - FL00
WETLAND
ZONE 2 - CHAS
Development which will take place within the limits of the " " " " " "" NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations °AoON X490, , `' AND NATURAL RESOURCES
have been determined is designed in accordance with ARCADIS Q�oFESSm�i Y ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 — Uniform _ SEAL
Floodplain Management Policy. G & M of North Carolina, Inc. 025954 _ 5
WWW A R CA O i s- u s. C oM = 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS Nav em FIVE — MILE B R A N C H
50 0' NOTE: PROPERTY BOUNDARIES OBTAINED EpRNEER mo,3 DGL 11/04/10 ISSUE FOR BID EIllCllt IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY 801 Corporate Center Drive, Suite 300 °,,STAN Rj 1 g�P,: 2 DGL 03/22/0 DRAFT CONSTRUCTION PLANS �•�-
Raleigh, NC 27607 -5073 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO #040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL N01 VALID UNLESS SGNED ANO DA ED
BY DATE DESCRIPTION OF REVISION PLANTING PLAN SHEET N0. PP2

LEGEND
ZONE 1 — FLOODPLAIN
WETLAND
®
ZONE 2 — CHANNEL
CONSTRUCTION.
_ ON
RESPONSIBLE
INFORMATION
See specification and sheet PP1 for planting list.
INFORMATION SHOWN IS BASED
DATA FURNISHED BY THE CONTRACTOR
ARCADIS. ARCADIS SHALL NOT BE HELD
FOR THE ACCURACY OF THE
PROVIDED BY THE CONTRACTOR.
KCI.VKU
TO DRAWING
DECEMBER 2012
Development which will take place within the limits of the
100 year floodplain Zone AE where base flood elevations
have been determined is designed in accordance with
the requirements of Executive Order No. 123 — Uniform
Floodplain Management Policy.
__ _
- ARCADIS
G & M of North Carolina, Inc.
WWW A R CA p i s— u s. COM
801 Corporate Center Drive, Suite 300
Raleigh, NC 27607 -5073
Tel: [phone] Fax: [phone]
o" " " " " "' „
,, �o��H �l %y %;
_ QROFESS /Op�� r
SE
=AL =
= 025954 _
-
=�G ENONEE`� �:'
- sTIN'R g�?
��
SEAL NOT VAUD UNLESS SIGNED AND DATED
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
5
FIVE—MILE BRANCH
IREDELL COUNTY, NORTH CAROLINA
SCO # 040607901
50, 0 100'
NOTE: PROPERTY BOUNDARIES OBTAINED
COURTESY OF IREDELL COUNTY
GIS /MAPPING DEPARTMENT WEBSITE.
4
SCA
12/07/12
ASBUILT/RECORD DRAINNGS
3
DGL
11/04/10
ISSUE FOR BID
2
DGL
03/22/10
DRAFT CONSTRUCTION PLANS
SCALE
1
DGL
12/04/09
DRAFT RESTORATION PUNS
BY
DATE
DESCRIPTION OF REVISION
PLANTING PLAN
SHEET NO. PP3

LEGEND
ZONE 1 — FLOODPLA
WETLAND
ZONE 2 — CHANNEL
THESE DRAWINGS REPRESENT REVISIONS TO THE
ORIGINAL CONTRACT DOCUMENTS WHICH REFLECT
ANY FIELD MADE
CONSTRUCTION.MNFORMATON SHOWN IS DURING RECORD
ON DATA FURNISHED BY THE CONTRACTOR TO DRAWING
ARCADIS. ARCADIS SHALL NOT BE HELD
RESPONSIBLE FOR THE ACCURACY OF THE DECEMBER 2012
INFORMATION PROVIDED BY THE CONTRACTOR.
See specification and sheet PP1 for planting list.
Development which will take place within the limits of the " " " "° oe NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations ARCADIS `�,o�tN G��l' AND NATURAL RESOURCES
have been determined is desi ned in accordance with Q�OFESS�Oy� 9 ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 — Uniform = SEAL
Floodplain Management Policy. G & M of North Carolina, Inc. = 025954 s 5
WWW. A R C A D s- u s. C o M = 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS system, FIVE—MILE BRANCH
50' 0 loo' NOTE: PROPERTY BOUNDARIES OBTAINED ' - ENGINEER ��,. 3 DGL 11/04/10 ISSUE FOR BID 11 li1l 'CIItC'Ilt IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY 801 Corporate Center Drive, Suite 300 %sliN R z DGL 03/22/10 oRAFr coNSTRUCnoN PLANS ••�•
S Raleigh, INC 27607 -5073 ALJO UNLESS S E 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] SEAL NUtVAlOUNLE559CNEDANDDAED BY DATE DESCRIPTION OF REVISION PLANTING PLAN SHEET NO. PP4

Appendix E
,I
Monitoring Sheets
I
I '
1
t
�i

LEGEND:
BOULDER CROSS VANE E VEGETATION SAMPLING PLOT
BOULDER J -HOOK VANE 0 � CROSS SECTION
i
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COURTESY OF IREDELL COUNTY Raleigh, INC 27607 -5073 , DGL 12 /o + /os DRAFT RESTORATION PUNS
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Policy. Management Flood lain Mana . G & M of North Carolina, Inc. 5 SCA 01/30/13 MONITORING PLAN
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Raleigh, Corporate Center Drive, Suite 300 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS SCO # 040607901
COURTESY OF IREDELL COUNTY Raleigh, INC 27607 -5073 , DGL 12 /o + /os DRAFT RESTORATION PUNS
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the requirements of Executive Order No. 123 - Uniform ,
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SCALE GIS /MAPPING DEPARTMENT WEBSITE. I DGL 12/04/09 DRAFT RESTORATION PLANS
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION I PLAN SHEET NO. 5
BOULDER
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the requirements of Executive Order No. 123 - Uniform ,
Floodplain Management Policy. G & M of North Carolina, Inc. 5 SCA 01/30/13 MONITORING PLAN
W W W A R C A D I S— U S C O M 4 SCA 12/07/12 ASBUILT/RECOR D DRAWNGS '' �OsyJ
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2 0 40 DGL 1,/04/10 ISSUE FOR BID
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COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. I DGL 12/04/09 DRAFT RESTORATION PLANS
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the requirements of Executive Order No. 123 - Uniform ,
Flood lain Mana ement Policy. & M of North Carolina, Inc. 5 SCA 01/30/13 MONITORING PLAN
p g y / 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS �tem FIVE—MILE BRANCH
WWW. ARCADIS -US. COM �I II I'II ICIIlCII�
201 ' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED a DGL 11/04/10 ISSUE FOR BID IREDELL COUNTY, NORTH CAROLINA
I�❑�� 801 Corporate Center Drive, Suite 300 2 DGL 03/22/10 DRAFT CONSTRUCTION PUNS SCO # 040607901
COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 1 DcL 12/04/09 DRAFT RESTORATION PLANS
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 6
LEGEND:
BOULDER
CROSS VANE
VEGETATION SAMPLING PLOT
BOULDER
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v
CROSS SECTION
BOULDER
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Q
PHOTO POINT
ROOTWADS
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100 year floodplain Zone AE where base flood elevations ` AND NATURAL RESOURCES
have been determined is designed in accordance with ARCADIS C ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform ,
Flood lain Mana ement Policy. & M of North Carolina, Inc. 5 SCA 01/30/13 MONITORING PLAN
p g y / 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS �tem FIVE—MILE BRANCH
WWW. ARCADIS -US. COM �I II I'II ICIIlCII�
201 ' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED a DGL 11/04/10 ISSUE FOR BID IREDELL COUNTY, NORTH CAROLINA
I�❑�� 801 Corporate Center Drive, Suite 300 2 DGL 03/22/10 DRAFT CONSTRUCTION PUNS SCO # 040607901
COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 1 DcL 12/04/09 DRAFT RESTORATION PLANS
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 6

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100 year floodplain Zone AE where base flood elevations AND NATURAL RESOURCES
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the requirements of Executive Order No. 123 — Uniform
Floodplain Management Policy. G & M of North Carolina, Inc. 5 SCA 01/30/13 MONITORING PLAN
SCA 12/07/12 AseUILT/RECORD DRANNG } FIVE-MILE BRANCH
A N C H W W WA R CA D I S— U SCO M os em
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r❑.�y0 COURTESY OF IREDELL COUNTY 2 DGL 03/22/10 DRAFT coNsmucnoN PLANs �•�-
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the requirements of Executive Order No. 123 - Uniform
Floodplain Management Policy. G & M of North Carolina, Inc. s SGA 01/30/13 MONITORING PLAN
W W W. A R CA D I S— U S. C OM 4 SCA , 2 /D� /, 2 ASBUILT/RECORD DRAWINGS £�1'1 Tstem F I V E —MILE BRANCH
2004 ' NOTE- PROPERTY BOUNDARIES OBTAINED 3 DGL 11/0410 ISSUE FOR BID ll l '( '111C11� IREDELL COUNTY, NORTH CAROLINA
`❑.❑� 801 Corporate Center Drive, Suite 300 2 DGL 03/22/10 DRAFT CONSTRUCTION PUNS
COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO #040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE, Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 8
BOULDER VANE
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the requirements of Executive Order No. 123 - Uniform
Floodplain Management Policy. G & M of North Carolina, Inc. s SGA 01/30/13 MONITORING PLAN
W W W. A R CA D I S— U S. C OM 4 SCA , 2 /D� /, 2 ASBUILT/RECORD DRAWINGS £�1'1 Tstem F I V E —MILE BRANCH
2004 ' NOTE- PROPERTY BOUNDARIES OBTAINED 3 DGL 11/0410 ISSUE FOR BID ll l '( '111C11� IREDELL COUNTY, NORTH CAROLINA
`❑.❑� 801 Corporate Center Drive, Suite 300 2 DGL 03/22/10 DRAFT CONSTRUCTION PUNS
COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO #040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE, Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 8

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the requirements of Executive Order No. 123 - Uniform ARCADIS
Floodplain Management Policy. G & M of North Carolina, Inc. s SCA 01/30/13 MONITORING PLAN
W W W. A R CA D I S- U S. C OM 4 SCA 12/07/12 ASBUILT/RECORD DRAIMNGS stem FIVE—MILE BRANCH
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive, Suite 300 , 3 DGL 11/04/10 ISSUE FOR BID I a 1�7� 'C1I1C'ilt IREDELL COUNTY, NORTH CAROUNA
COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS ^•�R^�
SCALE GIS /MAPPING DEPARTMENT WEBSITE. I DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
Tel. [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 9
BOULDER CROSS VANE
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the requirements of Executive Order No. 123 - Uniform ARCADIS
Floodplain Management Policy. G & M of North Carolina, Inc. s SCA 01/30/13 MONITORING PLAN
W W W. A R CA D I S- U S. C OM 4 SCA 12/07/12 ASBUILT/RECORD DRAIMNGS stem FIVE—MILE BRANCH
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive, Suite 300 , 3 DGL 11/04/10 ISSUE FOR BID I a 1�7� 'C1I1C'ilt IREDELL COUNTY, NORTH CAROUNA
COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS ^•�R^�
SCALE GIS /MAPPING DEPARTMENT WEBSITE. I DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
Tel. [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 9

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BOULDER CROSS VANE a VEGETATION SAMPLING PLOT
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FIVE -MILE BRANCH
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SCO # 040607901
SHEET NO. 10
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COURTESY OF IREDELL COUNTY
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SCA 1 01/30/13 MONITORING PLAN
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FIVE -MILE BRANCH
IREDELL COUNTY, NORTH CAROLINA
SCO # 040607901
SHEET NO. 10

LEGEND:
BOULDER CROSS VANE VEGETATION SAMPLING PLOT
% BOULDER J -HOOK VANE �� CROSS SECTION
BOULDER VANE G, PHOTO POINT yyLg
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the requirements of Executive Order No. 123 - Uniform Floodplain Management Policy. G & M of North Carolina, Inc. s SCA 01/30/13 MONITORING PLAN �
W W W. A R C A D I S- U S. C O M 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS l�I,IUJ 11 J ena FIVE-MILE BRANCH
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive, Suite 300 3 DGL 11/04/10 ISSUE FOR BID II IiII iVl'('I11c] IREDELL COUNTY, NORTH CAROLINA
W COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS "°` """ SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. 1 DGL 12/04/08 DRAFT RESTORATION PLANS
Tel: [phone] Fax: [phone] By DATE I DESCRIPTION OF REVISION PLAN SHEET NO. 11

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DRAFT RESTORATI
SCALE GIS /MAPPING DEPARTMENT WEBSITE. Tel: [phone] Fax: [phone] BY DATE DESCRIPTION TI OF REVISION PLAN SHEET Na. 12
LEGEND:
BOULDER
CROSS VANE
VEGETATION SAMPLING PLOT
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have been determined is designed in accordance with r� ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform
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WWW. ARCADI S— US. COM 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS Rvem FI VE —MILE BRANCH
20�' Ou 40' NOTE: PROPERTY BOUNDARIES OBTAINED 3 Da 11/04/10 ISSUE FOR BID 11,I1C11 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY Raleigh, Corporate Center Drive, Suite 300
2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS "O"`^'"
SCALE GIS MAPPING DEPARTMENT WEBSITE. Raleigh, NC 27607 -5073 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 13
LEGEND:
BOULDER
CROSS VANE
VEGETATION SAMPLING PLOT
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BOULDER
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have been determined is designed in accordance with r� ECOSYSTEM ENHANCEMENT PROGRAM
the requirements of Executive Order No. 123 - Uniform
Floodplain Management Policy. G & M of North Carolina, Inc. s SCA 01/30/13 MONITORING PLAN
WWW. ARCADI S— US. COM 4 SCA 12/07/12 ASBUILT/RECORD DRAWINGS Rvem FI VE —MILE BRANCH
20�' Ou 40' NOTE: PROPERTY BOUNDARIES OBTAINED 3 Da 11/04/10 ISSUE FOR BID 11,I1C11 IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY Raleigh, Corporate Center Drive, Suite 300
2 DGL 03/22/10 DRAFT CONSTRUCTION PLANS "O"`^'"
SCALE GIS MAPPING DEPARTMENT WEBSITE. Raleigh, NC 27607 -5073 1 DGL 12/04/09 DRAFT RESTORATION PLANS SCO # 040607901
Tel: [phone] Fax: [phone] BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 13

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100 year floodplain Zone AE where base flood elevations `' AND NATURAL RESOURCES
have been determined is designed in accordance with ECOSYSTEM ENHANCEMENT PROGRAM
ARCADIS
the requirements of Executive Order No. 123 - Uniform
Floodplain Management Policy. ; ; G & M of North Carolina, Inc. 5 SCA 01/30/13 MONITORING PLAN
WWW. ARCADIS- us. COM SCA 12/07/12 ASBUILT/RECORD DRAWINGS a l�s stem FIVE—MILE BRANCH
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive, Suite 300 3 DGL 11 /Oa /10 ISSUE FOR BID 1',11 loll 'Clll('llf IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 z DGL o3 /zz /10 DRAFT RESTORATION PLANS SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. 1 DGL 1z /o4 /oe DRAFT RESTORATION PUNS
Tel: [phone] Fox: 919/854 -5448 1 BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 14
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Development which will take place within the limits of the NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
100 year floodplain Zone AE where base flood elevations `' AND NATURAL RESOURCES
have been determined is designed in accordance with ECOSYSTEM ENHANCEMENT PROGRAM
ARCADIS
the requirements of Executive Order No. 123 - Uniform
Floodplain Management Policy. ; ; G & M of North Carolina, Inc. 5 SCA 01/30/13 MONITORING PLAN
WWW. ARCADIS- us. COM SCA 12/07/12 ASBUILT/RECORD DRAWINGS a l�s stem FIVE—MILE BRANCH
20' 0 40' NOTE: PROPERTY BOUNDARIES OBTAINED 801 Corporate Center Drive, Suite 300 3 DGL 11 /Oa /10 ISSUE FOR BID 1',11 loll 'Clll('llf IREDELL COUNTY, NORTH CAROLINA
COURTESY OF IREDELL COUNTY Raleigh, NC 27607 -5073 z DGL o3 /zz /10 DRAFT RESTORATION PLANS SCO # 040607901
SCALE GIS /MAPPING DEPARTMENT WEBSITE. 1 DGL 1z /o4 /oe DRAFT RESTORATION PUNS
Tel: [phone] Fox: 919/854 -5448 1 BY DATE DESCRIPTION OF REVISION PLAN SHEET NO. 14

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100 year floodplain Zone AE where base flood elevations
have been determined is designed in accordance with
the requirements of Executive Order No. 123 - Uniform
Floodplain Management Policy.
ARCADIS
i G & M of North Carolina, Inc.
'41 W W W. A R CA D I S— U S• C O M
801 Corporate Center Drive, Suite 300
Raleigh, NC 27607 -5073
Tel: [phone] Fax: [phone]
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NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
ECOSYSTEM ENHANCEMENT PROGRAM
5
SCA
01/30/13
MONITORING PUN
FIVE-MILE BRANCH
IREDELL COUNTY, NORTH CAROLINA
SCO # 040607901
20�' -0u 40'
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NOTE- PROPERTY BOUNDARIES OBTAINED
COURTESY OF IREDELL COUNTY
GIS /MAPPING DEPARTMENT WEBSITE.
4
SCA
12/07/12
ASBUILT/RECORD DRAWINGS
3
DGL
11/04/10
ISSUE FOR BID
2
DGL
03/22/10
DRAFT CONSTRUCTION PLANS
SCALE
1
DGL
12/04/09
DRAFT RESTORATION PUNS
BY
DATE
DESCRIPTION OF REVISION
PLAN
SHEET NO. 15