20050150 Ver 2_Monitoring Report_20090730

7
Kimley-Horn
and Associates, Inc.
July 29, 2009
Mrs. Cyndi Karoly
NC Division of Water Quality
2321 Crabtree Blvd.
Raleigh, North Carolina 27602
Re: Year-1 compliance monitoring
Green Oaks Parkway, Town of Holly Springs
Wake County, North Carolina
NCDWQ # 2005-0150; v2 (GOP Segments A/B), v3 (GOP Segment C)
Town of Holly Springs Project # 06-024
Dear Mrs. Karoly:
On behalf of The Town of Holly Springs, Kimley-Horn and Associates, Inc.
(KHA) is submitting this summary of site conditions and documentation of
compliance monitoring for the permitted stream crossings at Green Oaks
Parkway in the Town of Holly Springs, NC.
Construction of stabilization measures for the permitted stream crossings was
completed in July of 2008, and the planting of these areas was completed in
January 2009. KHA staff has periodically reviewed the site to evaluate site
conditions and document potential stability concerns throughout the past year
while construction of Green Oaks Parkway has continued. In addition, the Town
of Holly Springs has been inspecting the site for sediment and erosion control
throughout that period as well. An annual monitoring inspection was performed
by KHA on July 21, 2009 to document site conditions at one year post-
construction. Attached are site inspection datasheets for the annual monitoring
inspection.
Stream Channel Stability
All of the constructed grade control structures and re-aligned channel
segments are serving their primary purpose in providing stream stability - both
vertically and laterally - to the streams impacted by the Green Oaks Parkway
culvert stream crossings. Recommendations for corrective measures to improve
stability have been minimal.
V
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P.O. Box 33068
Raleigh, North Carolina
27636-3068
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TEL [phone]
FAX [phone]
.I
Kimley-Horn
and Associates, Inc.
July 29, 2009
Green Oaks Parkway Year 1 Monitoring
There are minor areas where minimal hand-placement of channel bed
materials are noted and may need to be addressed in the future; however, in
whole, there have been no significant instability issues (bank/bed erosion, or
head-cutting). Natural adjustment that has occurred at most of the crossings has
been bed material relocation and mobilization as the streams have adjusted to the
hydraulics of the grade control structures, and have worked to develop low-flow
channels within the constructed stream segments. This has included the
development of scour pools and depositional bars. These features do not appear
to be stability concerns, but instead are natural adjustments within the
constructed channel to develop in-stream features (riffles/pools).
Riparian Vegetation Re-Establishment
The establishment of riparian trees and shrubs has been successful, but
herbaceous vegetation has yet to be sufficiently established. This is likely due to
the timing of the construction. The project was constructed in early summer and
seeded with a native riparian seed mix as well as a temporary seed mix to
stabilize the exposed soil. The temporary seed thrived, but very little of the
native seed appears to have survived into the following growing season except
for locations where the herbaceous vegetation along the streams has been
established.
The planted live stakes and bare root seedlings have been successful in
establishing. Of the 632 stakes/seedlings planted at crossings between Premier
Drive and New Hill Road, 517 were observed to have survived (81.8%). Of
these plantings, Silky Dogwood (94.4%), Witch Hazel (90.3%), Red Chokeberry
(100%), and Coralberry (93.5%) were above 90% survivability. Survivability of
the other planted species was Buttonbush (60%), Inkberry (70.9%), Green Ash
(52.9%), Sycamore (52.9%), Black Gum (23.5 %), and Tulip Poplar (17.8%).
The combined total of Black Willow and Carolina Willow was greater than 100%
(108.4%). This was due to there being so many willow seedlings naturally
propagating that a few were likely counted as planted stakes, elevating the count.
Natural propagation is also evident at all of the crossings with many
seedlings greatly exceeding the plantings at some areas. The dominant seedlings
observed include Red Maple, Sweetgum, and Black Willow. Giant Cane is also
prevalent along most of the disturbance limits as it is migrating into the project
areas. Upland areas near the streams also had natural propagation of White Oak,
Sourwood, and Sumac.
There are a few areas of concern regarding invasive species. At one location,
Mimosa seedlings were observed, and at another, Multi-flora Rose. These
individual seedlings/shrubs will be removed by hand at subsequent monitoring
inspections, and if they establish further than can be removed by hand,
recommendations will be made for more aggressive management. The area of
? ? Kimley-Horn
and Associates, Inc.
July 29, 2009
Green Oaks Parkway Year I Monitoring
the head-cut repair in Segment B of Green Oaks Parkway is adjacent to utility
crossings that are dominated by Chinese Lespedeza. At this time, the planted
trees and shrubs are establishing and should provide shade in the future that will
allow the native riparian vegetation to establish. The herbaceous vegetation
along the stream banks in the area is dominated by native herbaceous vegetation.
The upland areas adjacent to the riparian area are dominated by the lespedeza.
In summary, the riparian seed mix did not establish as well as expected;
however, the site was stabilized after construction, and the planted trees/shrubs
have established successfully through the first year. The planted stakes and
seedlings are also being complimented with an aggressive natural propagation of
native riparian species. The area of most concern is the head-cut repair area
where lespedeza is aggressively dominating the upland area adjacent to the
riparian area.
Conclusions
The stabilization of the stream crossings at Green Oaks Parkway has been
successful to date consistent with the conditions of the 401 Water Quality
Certification. Minor corrective actions have been noted in the attached
inspection sheets and implementation of these corrective actions will be
documented at subsequent inspections.
This annual report was prepared to coincide with one year post-construction.
Subsequent reports will be submitted by June 1 per the conditions of the 401
Water Quality Certification. If there is any additional information you need,
please do not hesitate to contact me at [phone].
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.

Chad Evenhouse, PWS
Environmental Scientist
Enclosures
Cc: Stephanie Sudano, Town of Holly Springs
Monte Matthews, U.S. Army Corps of Engineers

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