20100104 Ver 1_Complete File_20030411

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDo TIPPETT
GOVERNOR SECRETARY
April 11, 2003
Memorandum to:. Meeting Participants
From: Phillip Todd
NCDOT Project Development & Environmental Analysis Branch
Subject: Chatham County, Meeting Minutes and Comments for Tick Creek
Mitigation Plan, TIP No. U-2524 WM
The North Carolina Department of Transportation (NCDOT) has identified a portion of
Tick Creek for preservation and its tributary for stream restoration. A draft report dated
September 2002 was provided to state and federal permitting agencies and an onsite
meeting was held on September 25, 2002 to review the proposed mitigation plan.
Agency personnel attending the meeting were:
Eric Alsmeyer, US Army Corps of Engineers
Cynthia Van Der Wiele, NC Division of Water Quality
Chris Militscher, US Environmental Protection Agency, Raleigh Office
Phillip Todd, NCDOT Project Development & Environmental Analysis
Byron Moore, NCDOT Project Development & Environmental Analysis
Jamie Lancaster, NCDOT Project Development & Environmental Analysis
Jason Elliott, NCDOT Roadside Environmental Unit
David Harris, NCDOT Roadside Environmental Unit
Ron Johnson, Earth Tech
Ben Goetz, Earth Tech
Jan Patterson, Earth Tech
The entire Unnamed Tributary to Tick Creek was walked and Tick Creek was visited in
several locations. The following concern s/comments were made:
• A need to preserve existing trees that provide shade and wildlife habitat.
• Move stream to utilize existing trees for shading.
• Installation of fencing to protect stream and buffer from cattle and abuse by
people.
• What are the long-term development plans for the watershed and any impacts.
Following the on-site field review comments regarding the plan were received from:
MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
NC DEPARTMENT OF TRANSPORTATION FAX: [phone] - TRANSPORTATION BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET
1598 MAIL SERVICE CENTER WEBSITE. WWW.DOT.ORG RALEIGH NC
RALEIGH NC 27699-1598
USFWS: A comparison of the existing conditions within the mitigation reaches and the
habitat requirements of harperella should be provided. "The comparison should provide
a compelling argument that the species is not likely to be adversely affected by the
mitigation effort. "
The proposed mitigation site has been evaluated not only by stream engineers but also by
Earth Tech biologists familiar with harperella and its preferred habitat. While potential
habitat for harperella may be present in Tick Creek, no direct construction activities are
being proposed for Tick Creek. The only channel to be disturbed will be the UT to Tick
Creek. This is a very small stream that does not provide suitable harperella habitat.
Design standards for Sensitive Watersheds will be implemented during construction to
control sediment from entering Tick Creek. Additionally, this project will be a Priority 1
restoration. The new channel will be constructed in the dry in the floodplain adjacent to
the existing channel. In areas where the existing channel is crossed, water will be
pumped around. Water will not be turned into the new channel until the banks are
stabilized with vegetation or coir matting.
General Comment and Section 2.2.5
USFWS: Where in-stream construction occurs, certain measures (outlined in the letter)
should be implemented to ensure protection for all aquatic resources occurring
downstream.
Restoration of the UT to Tick Creek will be a Priority 1 restoration. The new channel
will be constructed in the dry in the floodplain adjacent to the existing channel. In areas
where the existing channel is restored (such as Reach 1) or crossed, water will be pumped
around the construction area. Water will not be turned into the new channel until the
banks are stabilized with vegetation or coir matting (Addressed in Sedimentation and
Erosion Control Plans).
No in-stream work is planned work during the Cape Fear shiner spawning season.
NCDOT will observe the moratorium dates (April 1 to June 15) for this species.
Large trees will be identified and avoided as possible. See previous response.
Section 4.0, Figure 10
DWQ, EPA, and USFWS: Placement of the new stream channel should be moved closer
to the existing tree line. This will provide shade to the stream channel, provide bank
stabilization, and facilitate regeneration of species already present on the site.
After reviewing the current stream alignment of the proposed UT channel through the
Tick Creek floodplain, no changes will be made to the alignment. The proposed
alignment (Figure 10d of the Plan) positions the steam along the existing trees,
capitalizing on the shade provided. Effort will be made during construction to minimize
any root system damage that may occur from placing the channel close to the trees, but
some damage should be expected.
Tick Creek Mitigation Plan April 11, 2003
Meeting Minutes and Comments Page 3 of 8
TIP No. U-2524 WM
Section 4.4
USFWS: Do not plant pioneer species at the expense of future canopy species.
No pioneer species such as sweetgum and red maple are being proposed. However, it
should be noted that future canopy species are often slower growing species and it may be
desirable to plant some faster growing species to proved shade and wildlife habitat while
slower growing species develop.
USFWS: Clearly describe the extent to which exotics will be removed.
The NCDOT will initially remove the privet prior to construction, but will not be
responsible for privet that could return before the end of the project. Privet, autumn
olive, multiflora rose, Japanese honeysuckle, and Microstegium are our listed exotics.
Section 5.0
USFWS: Monitoring should occur for five years following construction and include at
least two bankfull events. Additionally 2 permanent cross-sections should be established
per 1000 feet of stream restoration work.
During the biannual review of the stream, the entire stream reach will be evaluated for
any potential problem areas such as stream bank instability, in-stream structure failure or
unsuccessful vegetation establishment. Beside permanent photographic points,
photographs of good stable sections of the stream as well as potential problem areas will
be taken. This will document the stability of the stream and the severity of the potential
problem area(s) that may be encountered.
A yearly report documenting the biannual visits to the stream mitigation site will be
prepared. The report will contain photographs and written documentation of the stream
during the monitoring phase.
If during the biannual review a failure area of the stream reach is noted, the area will be
evaluated in more detail to determine the corrective actions needed to resolve the
problem. The NCDOT will take cross-sections in these failure areas and compare them
to the established as-built cross-sections. If remediation of a failure area is required, a
proposal will be submitted to the resource agencies for the needed work. Remedial
actions will be taken as soon as possible barring any seasonal limitations at the site.
The NCDOT does not recommend taking cross-sections under this proposal in order to
avoid unnecessary survey work of areas that are not failing. The NCDOT believes
surveying a large number of cross-sections and reviewing them in the office will not
provide conclusive evidence about where cross-sections of the stream may be failing. A
site visit would be needed to define whether the stream is actually failing.
Upon completion of monitoring the stream site for three successful growing seasons, a
final report will be prepared and presented to the resource agencies prior to a "Final
Tick Creek Mitigation Plan April 11, 2003
Meeting Minutes and Comments Page 4 of 8
TIP No. U-2524 WM
Review" of the project. If remedial action has been required during the monitoring
period, an updated "as-built" section will be attached to the report. The stream mitigation
site will be reviewed with the resource agencies for final approval of the stream reach. If
the resource agencies require additional work to the stream, then the work will be
performed as soon as possible barring any seasonal limitations of the site.
Section 6.0
DWQ, EPA, and USFWS: Buffer areas along the waterways should be fenced to reduce
or minimize long-term anthropogenic impacts.
NCDOT currently has an option of a conservation easement. The conservation easement
will likely be signed before June 2003 upon completion of the design plans. The Triangle
Land Conservancy has been offered the land surrounding the Tick Creek Restoration Site,
which will serve as an additional buffer to the project. NCDOT will not install fencing
around the project if the Triangle Land Conservancy accepts the offer.
The NCDOT will provide an "as-built" of the stream mitigation site within 90 days after
construction has been completed. The "as-built" will include both profile and plan view
of the completed stream project. The "as-built" will serve as the baseline during the
monitoring phase. The "as-built" will consist of "red line" design plans which will also
include the location of permanent photographic points and vegetation plots.
The mitigation project will be monitored biannually for three years. The NCDOT
recommends this "preventive" review in order to identify early the potential problem
areas that may develop along the stream reach. As part of the biannual review, the entire
stream reach will be visually monitored for stability and vegetation establishment. The
NCDOT believes this walkthrough will ensure that the entire stream reach remains in
good condition and provides a thorough, preventive review of the stream. Permanent
photographic reference points along the stream will be established a part of the biannual
monitoring.
Section 7.0
EPA: 3:1 credit for Tick Creek, and 1:1 credit for the UT
We concur
DWQ: Feels it is unclear whether the proposed project is an "unusual situation" per
NCDWQ's Flexible Stream Mitigation Policy. DWQ asks for additional data to support
the proposal, as it is not clear that a stream harboring eight mussel taxa is uncommon for
the Slate Belt region. (Earth Tech should probably ask for macrobenthos sampling in
Tick Creek, which may reveal the presence of unusual species, further adding to the
importance of restoration.) DWQ recommends NCDOT conduct additional mussel
surveys in nearby creeks before a 3:1 mitigation ratio is considered. There is no mention
of an acceptable mitigation ratio for the UT.
Tick Creek Mitigation Plan April 11, 2003
Meeting Minutes and Comments Page 5 of 8
TIP No. U-2524 WM
1
USFWS: `The Service seeks greater justification for lower mitigation ratios based on the
presence of rare mussels, other aquatic organisms, and the proximity to habitat of
Federally protected species. While we fully understand the many threats to freshwater
aquatic fauna, and constantly seek the recovery of listed species, these species represent
the natural, historic organisms of piedmont streams. If the purpose of all stream
restoration and preservation is to provide additional habitat or protect existing habitat
for the flora and fauna of these streams, the normal goals of all stream mitigation efforts
appear to encompass those given for the Tick Creek project. There is no question that
mitigation credit can be given for preserving existing, relatively undisturbed streams.
The question is the criterion that distinguishes "normal" preservation from truly
extraordinary situations. If the majority of undisturbed streams contain some native
mussels, then every instance of stream preservation would gradually come to be
considered exceptional. In such a process, the cases of exceptional preservation would
become the norm and the former ratio of ten-to-one mitigation credit would disappear.
There would no longer be any cases of normal preservation and the exceptional would
become routine. The Service seeks a clearer distinction between routine and exceptional
cases of compensation by preservation. "
The NCDOT does not understand NCDWQ's comment about acceptable mitigation ratio
for the UT. The 1:1 mitigation credit for the UT is applicable because the proposed
project will restore pattern, dimension and profile to the stream as well as reconnecting
the stream to its floodplain.
The NCDOT hopes its response will be assist the USFWS in differentiating "exceptional"
preservation from "routine" preservation. The NCDOT understands the regulatory
community has proposed a range of mitigation values to capture "routine" and
"exceptional" preservation. The NCDOT understands that "routine" preservation
involves protecting a stream reach with a conservation easement if the stream already has
a stable pattern, dimension and profile along with an adequate buffer. An "exceptional"
preservation site would include those four components but also contain uncommon
elements, including but not limited to, rare fauna and flora. Historically, streams likely
contained the four mentioned components, were connected to their floodplain and
contained mussel species; however, human land use practices have lead to the
degradation of many stream channels and buffer, disconnecting the stream from the
floodplain and subsequently losing freshwater mussel species. However, Tick Creek
Mitigation Site is an exception to these degraded systems, providing a valuable refugia
for these freshwater mussel species.
The NCDOT had originally planned to provide more pattern to Tick Creek. However, a
cursory survey of the stream by NCDOT biologist and Ms. Judy Ratcliffe of NCWRC in
May 2002 revealed the presence of rare mussels in the stream. The NCWRC stated it
would not support the pattern change because these rare mussel species were present in
the stream. The following information about mussel populations provides a summary of
the field work (documentation of field work is found Appendix C of the mitigation plan)
and watershed assessment that supports this opinion of Tick Creek as provided by mussel
experts on NC mussel populations.
Tick Creek Mitigation Plan April 11, 2003
Meeting Minutes and Comments Page 6 of 8
TIP No. U-2524 WM
t
The mussel survey conducted by NCDOT indicates that a very diverse mussel fauna
occurs in this portion of Tick Creek. Mussel populations in the main channel of the
Rocky River have shown declines in abundance and diversity in recent years. Thus, Tick
Creek serves as a valuable refugia for these species, and it is a significant stream for
maintaining species diversity in the Rocky River Sub-basin. Few other stream segments
in the Rocky River Sub-basin contain such diversity.
Additional mussel surveys in the watershed may result in the discovery of other stream
segments that support a comparable mussel fauna. However, the potential for these
discoveries of comparable fauna would not diminish the importance of Tick Creek for the
continued viability of many of these species in the Rocky River Sub-basin. The Tick
Creek surveys indicated that viable reproducing populations of a number of rare species
are present in Tick Creek. DWQ questioned whether this was unusual in the Slate Belt
Ecoregion. Based on the experience of Tim Savidge (NCDOT), there are other stream
segments in the Slate Belt Ecoregion in other watersheds that have comparable diverse
aquatic faunas; however, besides Tick Creek and Bear Creek, there are not any other
stream segments like Tick Creek in the Rocky River Sub-basin. Therefore, Tick Creek is
a valuable, exceptional resource that merits protection.
The DWQ has recommended that mussel surveys also be conducted in nearby creeks such
as Bear Creek, Landrum Creek and Harlands Creek. Although NCDOT has not
conducted comprehensive mussel surveys in these water bodies, a limited amount of
survey work has been done in these creeks. Bear Creek has been visited on a number of
occasions by NCDOT biologists. Like Tick Creek, Bear Creek has a diverse mussel
fauna. The Brook floater (Alasmidonta varicosa), a Federal Species of Concern, is
known from Bear Creek. This species was not found during the Tick Creek survey.
Conversely, the Carolina creekshell (Villosa vaughniana) was found in Tick Creek, but
has not been reported from Bear Creek. However, as indicated in the survey report in
Appendix C of the mitigation plan, subsequent surveys in Tick and Bear Creek may yield
other species.
Brief surveys by NCDOT biologists have been conducted in Landrum and Harland
Creeks. The common eastern elliptio (Elliptio complanata) has been found in both
creeks. Although intensive surveys for mussels were not conducted in these two creeks,
it is apparent that mussel diversity and abundance is not as high in these creeks as it is in
Tick and Bear Creeks.
USFWS: For the UT, a mitigation ratio of 2:1 is suggested. It will take many decades
for fish and wildlife benefits to be achieved. Many of the impacts from the Greensboro
Western Loop occur in the Haw River drainage, while the project is in the Deep River
drainage, and may be considered "off-site ". Furthermore, the mitigation site is over 30
miles from the impact sites.
The Tick Creek site is being proposed as mitigation for impacts occurring in Hydrologic
Unit 03030003 from construction the Greensboro Western Urban Loop (TIP No. U-2524
AB and AC). Impacts from sections of TIP No. U-2524 within the Haw River drainage
basin are being mitigated through fees paid to the N.C. Wetland Restoration Program.
Tick Creek Mitigation Plan
Meeting Minutes and Comments
TIP No. U-2524 WM
April 11, 2003
Page 7 of 8
NCDOT is calculating stream impacts on a 2:1 basis (mitigating 1 foot of impact with 2
feet of restoration). This already takes into account loss of function while a mitigation
site stabilizes and matures. Current USACE and DWQ guidelines allow for 1:1
mitigation ratios for Priority 1 stream restoration projects. NCDOT strongly believes that
a 1:1 ratio for the UT to Tick Creek is warranted for project benefit outlined in the
Section 7.0.
USFWS: Prior to their endorsement of a 3:1 mitigation ratio, USFWS would like an
assessment of possible degradation of the preservation site in both the short term (flve
years) and long term (beyond five years). This would include actual evidence of planned
development within the watershed and documentation of an eminent threat.
NCDOT is not aware of any planned large residential, commercial, or industrial
developments in the watershed. This review does not preclude the continued land use of
agriculture and timber practices that already occurs.
NCDOT is utilizing a watershed approach. to improving and maintaining water quality
within the Tick Creek watershed. NCDOT is conducting searches as well as working
with the Triangle Land Conservancy in identifying additional stream restoration,
enhancement, and preservation sites to obtain as much buffer as possible to provide
protection for this important watershed and improve water quality in Rocky River and
Cape Fear shiner habitat.
USFWS suggests that proposed work within the Tick Creek buffer may be better
characterized as enhancement rather than preservation. "If the NCDOT is committed to
removing those exotic shrubs, preventing their establishment, and augmenting natural
vegetation within the riparian buffer the overall action may be more properly
characterized as enhancement, specifically enhancement that augments channel stability,
water quality, and stream ecology, but falls short of restoring both dimension and
profile. "
The NCDOT will initially remove the privet prior to construction, but will not be
responsible for privet that could return before the end of the project. Privet, autumn
olive, multiflora rose, Japanese honeysuckle, and Microstegium are our listed exotics
(refer to Section 4.4 of the Plan). If the USFWS feels more comfortable describing this
work along Tick Creek as "enhancement", then the NCDOT will support such a
determination.
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Tick Creek Mitigation Plan
Meeting Minutes and Comments
TIP No. U-2524 WM
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April 11, 2003
Page 8 of 8
Table 1. Morraholoaical Characteristics: Existina. Reference, and Proposed Reaches

ariables

Tributary
REACH 1

Tributary
REACH 2

Tributary
REACH 3

ick Creek Reference
Reach-
Tributary to
South Fork
of Cane
Creek
Reference
Reach-
Spencer's
Creek
Proposed
Tributary
Channel
REACH 1
Proposed
Tributary
Channel
REACH 2
Proposed
Tributary
Channel
REACH 3
Stream Type Ros en) E4b E4-G4 E4 C41E4 C4 E4 E4b C4 E4
Drainage Areas . mi. 0.15 0.15 0.15 20 0.41 0.5 0.15 0.15 0.15
Bankfull Width W bid, ft) 7.3 7-8.6 5.6-7.9 36-41 13.0-13.1 8.7-12.3 6.9 12.0 9.5
MEAN 7.3 7.8 6.8 39 13.1 10.5
Bankfull Mean Depth dbld, ft 0.9 0.9-1.3 1.2-1.7 3.0-3.6 0.9 0.9-1.2 0.87 0.75 0.95
MEAN 0.9 1.2 1.50 3.20 0.9 1
Width/depth Ratio Wbldldbld 8.5 5.5-7.0 3.3 10.3-13.7 14.0-14.5 7.2-14.0 8 16 10 rr
MEAN 8.5 6.3 12.7 14.3 13.3
Bankfull Cross-sectional Area (Abrd
sq. ft.)
6.3
7.9-9.7
9.3-9.5
120-129
11.6-12.2
10.6-10.8
6
9
9
MEAN 6.3 9 9.4 126 11.9 10.7
Bankfull Maximum Depth dmax ft) 1.5 1.5-1.9 1.9-2.1 3.4-5.3 1.4 1.8-1.9 1.4 1.2 1.5
MEAN 1.5 1.6 2 4.2 1.4 1.9
Ratio Bankfull Maximum Depth to
Mean Bankfull Depth (dmax/dbkf)
1.7
1.3
1.3
1.3
1.6
1.6-2.0
1.6
1.6
1.6
Lowest Bank Height to Bankfull
Maximum Depth Ratio
2.0
2.6
2.7
1.5
1.0
1.0
1.0
1.0
1.0
Width of Flood Prone Area Wfpa ft 33 11-50 50 90-150 26-36 229 >19 >19 >19
MEAN 33 31 50 116 31 229
Entrenchment Ratio (WfpalWbkf) 4.5 4.1 7.4 2.9 2.4 22.4 >2.8 >1.6 >2.0
Meander Length Lm ft) 0 25-31 - 251-418 32-58 54-196 17-39 29-68 23-54
MEAN 0 28 322 43 125 28 48.5 38.5
Ratio of Meander Length to Bankfull
Width
0
3.2-4.0
7.0-10
2.4-4.4
15.9-30
2.4-5.7
2.4-5.7-
2.4-5.7
(LmlW bid )
MEAN
0
3.6
-
8.3
3.3
11.9
4.1
4.1'-
4.1
Radius of Curvature (Rc ft 0 7-10 8-9 45-400 16-25 5.4-22.1
MEAN 0 8 9 144 22 12.9
Ratio of Radius of Curvature to
Bankfull Width 0 0.9-1.3 1.2-1.3 1.3-9.8 1.2-1.9 1.8-3.0
(Rc/Wbkf)
MEAN 0 1.0 1.3 3.7 1.7 1.2
Belt Width (Wba ft) 0 10-22 26 66-128 14-30 24-52 8:0-17.0 13-29 10.0-23.0
MEAN 0 16 26 91 19 38 12 22 17
Meander Width Ratio (Wblt1Wbkf) 0 1.3-2.8 3.8 1.8-3.1 1.1-2.3 4.2-13.3 1.1-2.4 1.1-2.4 1.1.2.4
MEAN 0 2.1 3.8 2.3 1.5 3.6 1.8 1.8 1.8
Sinuosity (Stream Length/Valley
Length, k -ft/ft)
1.0
1.0
1.0
1.3
1.2
1.1
11
1.3
1.4
Valle Slope (Svalley) ft/ft 0.024 0.024 0.024 0.0016 0.0017 0.0139 0.038 0.020 0.014
Average Water Surface Slope
Savg)
0.039
0.022
0.0056
0.0012
0.0078
0.0130
0.034
0.015
0.010
Pool Sloe Spool) 0.000-0.014 0.000-0.0069 0.000-0.0031 0.000-.000952 0.000-0.0026 0.000-0.020 0.014 0.0073 0.0046
MEAN 0.0039 0.0028 0.0011 0.0004 0.001 0.0015 0.014 0.0073 0.0046
Ratio of Pool Slope to Average
Slope SpoollSavg
0.1
0.18
0.2
0.36
0-0.33
0.00-1.52
0.41 -
0.49
0.46
Riffle Slope (Stiff ft/ft) 0.022-0.20 0.0072-0.078 0.0006-0.053 0.000-0.035 0.0043-0.041 .01-.067 .040-.053 .02-.029 .010-.019
MEAN 0.0287 0.0385 0.015 0.0092 0.021 0.03 0.05 0.028 0.013
Ratio of Riffle Slope to Average
Slope StifflSavg)
0.56-5.3
0.0024-0.051
0.11-9.5
0.000-29
0.55-5.3
0.76-5.1
1.2-1.6
13-1.9
1.0-1.9
MEAN 2.2 2.5 2.7 7.6 2.7 2.3 1.5 1.9 13
Maximum Pool Depth (dpoot ft) 1.5 2.3 2.3 5.5 1.9 2.5 1.9 1.7 2.1
Ratio of pool depth to mean bankfull
depth (dpooildbkf)
1.7
1.9
1.5
1.7
2.1
2.4
2.2
2.2
2,2
Pool Width W pool ft) --- 8.6 7.9 35.7 12.5 8.4 9.0 16.0 12.0
Ratio of Pool Width to Bankfull
Width (Wpooi1Wbkf)
---
1.1
1.2
0.9
1.0
0.8
1.3
1.3
1.3
Pool to Pool Spacing P-P ft 8.5-68 11-72 18-50 111-390 37-81 13-47 13-22 36-61 19-38
MEAN 25 39 35 215 58 24 19 45 30
Ratio of P-P to Bankfull Width (P-
P/Wbkf)
1.1-9.1
1.5-9.6
2.4-6.7
2.8-10
2.8-6.2
1.5-3.8
1.9-3.2
3.0-5.0
2.0-4.0
MEAN 3.4 5.1 4.6 5.5 4.4 2.3 2.8 3.8 3.2
M E M O
Date: July 16, 2002
WETLANDS 1401 GROUP
To: Phillip Todd cc: Ron Johnson
From: Ben Goetz MAR 3 1 2003
Subject: Construction of Tick Creek Mitigation WATER QUALITY SECTION
(Condoret Tract), TIP No. U-2524WM
This memo addresses several concerns that NCDOT has raised during review of the Draft Stream Mitigation
Plan for Tick Creek in Chatham County.
Channel Dimension
NCDOT has expressed concern over side slopes steeper than 2:1. Based on their experience they are
concerned that these steep slopes are difficult to construct and are unstable. Earth Tech believes that slopes
must be greater than 2:1 to create the correct dimension for the stream type proposed. In this case an E-type
stream is being proposed. The construction of each of the specific reaches is discussed in detail below. In all
reaches the stream flow will be pumped around during construction and each channel built in the dry.
Reach 1 Construction
Reach 1 is currently a steep E-type channel of an E-type stream (Eb). The stream is overcome with
exotic invasive vegetation and has no pattern. The new channel will provide grade control and deeper
pools for habitat. Some of the existing channel will remain intact with only miner changes in thalweg
location. 1:1 slopes are proposed on the outside meander bends in the pools and 1.5:1 slopes are
proposed in the riffle sections. The existing bed material will be stockpiled and used to armor the new
channel. The soils have a good amount of cohesive material, and the proposed channel is very small.
The channel will be relatively shallow with a maximum depth of 1.4 feet in the riffles and 2 feet in the
pools. Earth Tech believes that because the channel is small, the bed will be armored, the channel will
be constructed in the dry, and the existing soils are cohesive, the small sections of 1:1 and 1.5:1 slopes
will be stable.
Reach 2 Construction
Reach 2 is currently incised and will be reconnected to the existing floodplain to lower stresses along
the banks. A C-type channel will be constructed with small sections of 2:1 slopes along the outside of
meander bends. The existing bed material will be stockpiled and used to armor the new channel. No
slopes steeper than 2:1 are proposed.
Reach 3 Construction
Reach 3 is currently a severely incised stream. Earth Tech is proposing to reconstruct an E-type
channel throughout Tick Creek's floodplain. Slopes of 1.5:1 are proposed along riffle sections and the
outside meander bends of pools. The existing vegetation has a thick rootmass that will provide the
newly constructed banks with initial stability. This reach will be constructed in the dry, as well. The
reach will be planted and allowed to stabilize before water will be turned into it. The existing soils
have a significant amount of cohesive material that will help hold the shape of the banks. All of the
factors above will insure that the small lengths of steep 1.3:1 slopes will be stable.
E A R T H G1 T E C H
A tgC0 INIVM770MAL Lm. COMPANY
Mr. Phillip Todd
July 16, 2002
Stabilization Structures
The plan also calls for a large number of rock structures to insure stability of the newly constructed stream.
NCDOT is concerned that the costs associated with the structures will be excessive. In addition the review
agencies have shown some concern over the use of numerous structures. Although a relatively large number of
structures are proposed, the actual amount of rock needed for these cross-vanes is very small, because of the
small size of the stream. These small structures can be installed quickly and inexpensively (estimated cost
$700 per structure). Past experience has shown that grade control structures need to be installed along all
newly created riffle to provide stability before the natural stream armoring forms. The new stream has
relatively steep slopes in places, and sufficient grade control structures will only insure the project remains
stable.
Cattle Management
The property is used for cattle ranching from the first of August until the first of April. Therefore, construction
of the new channel needs to occur while cattle are not on-site. However, late fall and early winter is often an
optimal time to construct a new channel. If the new fencing and watering systems are installed prior to
construction, the cattle could be restricted to pastures not undergoing stream restoration. Either of the two
alternatives will work with only subtle changes in task ordering.
E A R T H `J T E
A tycoWU"TOik tm CMe
Mr. Phillip Todd
July 16, 2002
Stabilization Structures
The plan also calls for a large number of rock structures to insure stability of the newly constructed stream.
NCDOT is concerned that the costs associated with the structures will be excessive. In addition the review
agencies have shown some concern over the use of numerous structures. Although a relatively large number of
structures are proposed, the actual amount of rock needed for these cross-vanes is very small, because of the
small size of the stream. These small structures can be installed quickly and inexpensively (estimated cost
$700 per structure). Past experience has shown that grade control structures need to be installed along all
newly created riffle to provide stability before the natural stream armoring forms. The new stream has
relatively steep slopes in places, and sufficient grade control structures will only insure the project remains
stable.
Cattle Management
The property is used for cattle ranching from the first of August until the first of April. Therefore, construction
of the new channel needs to occur while cattle are not on-site. However, late fall and early winter is often an
optimal time to construct a new channel. If the new fencing and watering systems are installed prior to
construction, the cattle could be restricted to pastures not undergoing stream restoration. Either of the two
alternatives will work with only subtle changes in task ordering.
E A R T R G1 T E
A tyCO WIE WMWL LM COMAWY
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