20081026 Ver 2_401 Application_20081208

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December 17, 2008
DEC 1 8 2008
Michael Baker Engineering, Inc.
797 Haywood Road
Suite 201
Asheville, North Carolina 28806
828-350-1408
FAX [phone]
NC Division of Water Quality
Attn: Cyndi Karoly
401 /Wetlands Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
DENR -,NATER QUNUTY
BRN?M
WWDS AND STORMW R
Subject: Robinson Creek Restoration Project, N.C. Clean Water Management Trust Fund
County: Buncombe
Street and City: Mills Gap Road & Weston Road, Asheville
River Basin: French Broad
Latitude: 35.483529 Longitude: -82.494123
Submitted By: Michael Baker Engineering, Inc. - Jake McLean, PE - Project Engineer
Dear Ms. Karoly:
As a result of the previous project manager resigning from our firm, and due to the ensuing
review by the new project manager, a professional engineer and technical review by another
office within our company, the plans for the Robinson Creek project have been improved with
respect to design criteria that are used within our company and within the state. The new design
also represents improvement to the constructability and reductions in the site impacts from the
project, particularly the impacts from extensive earth work required in the original plans.
The linear footage of the project has not been changed and the overall approach of the project is
the same.
We are providing this information to you to verify or establish the approval of your agency which
has been involved in the permitting of this project.
The changes are as follows:
1. Grading on both floodplains in the vicinity of station 1+00 has been reduced.
2. The floodplain bench at station 5+00 on the right bank has been removed.
3. The exact location of the in-stream structures (initially "constructed riffles") has been
reassessed and changed as necessary. The majority of these structures have been replaced in
favor of cross vane features. In some locations, where no structure was necessary to hold
grade, improve habitat, or protect the banks, structure was removed.
4. The tributary, which confluences with Robinson Creek at station 11+65, has been redesigned
to an appropriate pattern for a step-pool channel. The stream has been designed as a step-
pool system since it has a valley slope of 5%. In stream structures have been improved to
include more grade control and improved diversity.
5. Stations 12+70 to 15+50 have been redesigned to include structures appropriate to the
instability in the channel, which is profile related (an extremely steep drop just downstream
of the ford crossing is being spread out over a number of drops). As before, the stream still
follows its existing pattern.
6. Offline reach #1 has been redesigned to address the pool-to-pool spacing initially designed.
The new design is in the same general location on the floodplain but the pattern and number
of pools and riffles has been altered. Additionally, structures have been added to protect new
channel construction and cover logs have been added as a habitat element.
7. Offline reach #2 has been slightly modified to change the angles of the riffles to the valley.
8. Offline reach #1 has been removed and the reach is now an on-line design reach. As part of
the on-line design, eroding banks along the left side of the stream will be repaired (the right
bank is not eroding), a bench will be constructed on the left bank to reduce bank stress, and
structures will be installed to hold grade and help pool-riffle sequence formation.
9. Erosion control throughout the project has been improved
10. The sequencing of the project has been improved and provided in the plan set.
11. Both offline reach #1 and #2 have been changed from priority 2 restoration to priority 1
restoration. This means that the top of bank will now be at the elevation of the existing
floodplain rather than below existing grade. This modification drastically reduces the amount
of earthwork to be performed and will significantly reduce the project's footprint on the site.
12. The initial planset showed a number of stormwater straight pipes from the adjacent
development that were to be removed and outfitted with stormwater treatment features. Since
then, the developer has had to modify his plans since these straight pipes were not acceptable
practice for his project. The result is that, as part of our project, we will only construct one
stormwater detention swale on the left floodplain at station 6+00 to serve as an example for
the other detention swales that the developer will later build. We have also designed and will
install one post-detention water quality treatment device (stormwater wetland) adjacent to the
left bank of the downstream end of the tributary.
13. A number of details have been added and improvements to the existing details were
performed.
I believe that we have made significant improvements to the plans since our original submittal. We are
hoping to keep with the present project schedule of going to construction in early January. Thank you for
your help on this project. If you have any questions, or feel that the modifications to the plans are cause
for a reconsideration or denial of the permit, please contact me as soon as possible at 828-350-1408 ext.
2007 or 828-545-3865.
Sincerely,
ichael Baker Engineering, Inc.
Jacob McLean, PE
Project Manager
Enclosure
December 17, 2008
Michael Baker Engineering, Inc.
797 Haywood Road
Suite 201
Asheville, North Carolina 28806
828-350-1408
NC Division of Land Quality FAX [phone]
Land Quality Section
Attn: Ms. Janet Boyer, PE, Regional Engineer
2090 US Highway 70
Swannanoa, NC 28778-8211
Subject: Robinson Creek Restoration Project, N.C. Clean Water Management Trust Fund
Project ID: BUNCO-2009-004
County: Buncombe
Street and City: Mills Gap Road & Weston Road, Asheville
River Basin: French Broad
Stream Classification: C, Trout
Latitude: 35.483529 Longitude: -82.494123
Submitted By: Michael Baker Engineering, Inc. - Jake McLean, PE - Project Engineer
Date Received by LQS: 7/3/2008 and 11/13/2008
Plan Type: Resubmittal
Dear Ms. Boyer:
We are responding to the November 25, 2008 Letter of Disapproval. Baker discussed all of the
issues of concern with Starr Silvis on December 1, 2008 and we have attempted to address these
to the satisfaction of both the DLR and the satisfaction of Mr. Gray Houser, who I understand is
also waiting on this resubmittal to give approval or state his remaining concerns. Furthermore,
we will copy DWQ on this response in order to supply them with the most up to date plans and
our efforts subsequent to their water quality certification approval - for reference, we have
included a separate letter with this package explaining the updates to the plans. If there are any
further concerns from the DWR, we would like to have another discussion over the phone, if
possible, so that we may best understand the remaining issues at hand and do everything we can
to address these in short order. You will note that there have been some updates to the plans and
an improved design on the Tributary; I have tried to supply the most up to date information in my
previous response, but upon inheriting this project as a result of the resignation of the previous
project manager, I have been very challenged to keep the project on schedule and was not able to
conduct a thorough review of the plans until after my submittal to the DLR and DWQ. Upon
conducting this review, a number of changes were necessary to address the shortcomings of those
plans. We will also be copying the USACE and DWR on these changes. I currently feel very
comfortable with the planset that is being delivered; the design has undergone a thorough peer
review and I am willing to discuss any of these matters with you or the copied parties at your
convenience. I would like to reiterate that I appreciate you working with Baker and Riverlink to
bring this project to fruition.
Below are our responses to the "Reasons for Disapproval" (in italics) stated in your letter dated
November 25Th :
1. Please provide written consent by the Land Owner since the Financially Responsible Party is not the
Land Owner.
The land owner has signed off on the written consent form which was drafted to the best of our ability
and, as I understand from our conversation with Starr, should be sufficient. The land owner requested
that Riverlink also acknowledge the terms of the consent and this has been shown with the signature of
the Riverlink project manager.
2. The FRO form indicates 7 acres of disturbance, however the narrative states that there are 11 acres
contained within the limits of'disturbance. A check must be submitted for the additional 4 acres of
disturbance.
We have made subsequent changes to the plans that have increased the disturbed acreage to 14.5 acres.
As such we are submitting a fee of $65/acre for 15 acres, less the original fee submitted ($455). The
difference is $520.
3. The FRO does not have the registered agent for Riverlink Inc. included on page 2. Please revise.
Page 2 has been revised and is being resubmitted as an attachment to this letter.
4. The limits of disturbance (LOD) do not include the construction entrances, nor the access from the
construction entrances to the existing LOD, nor the drainage swales which the narrative states are
included in this submittal. All areas of'distuerbance must be included in the LOD. Please revise the
LOD to include all areas of disturbance.
The LOD have been revisited to ensure that they include all of the areas that will be impacted and allow
for enough room to work around these areas for the installation of measures and the movement of
equipment on the site. The drainage swale is part of the Central Park development stormwater
infrastructure and will not be impacted by our project- I have discussed this with Ms. Silvis during our
phone conversation. I agreed to make sure that the language in the E&SC Plan is consistent with the
construction documents and I have done this.
5. Check dams are shown in the active channel. Measures may not be installed in jurisdictional waters
without 404 and/or 401 certification. Please revise to exclude measures from the active channel.
All check dams have been removed from the active channel. All references to the use of check dams in
jurisdictional waters have been removed.
6. Limits of'disturbance are not shown on the erosion control plan along with the proposed erosion and
sediment control measures and areas of proposed work. The limits of disturbance, areas of proposed
work, and erosion and sediment control measures must all be shown on the same plan. Please revise.
The conservation easement boundary has been removed from the erosion control plan sheets due to its
irrelevance to these sheets, and the limits of disturbance are now prominently shown (---LOD---). In
addition, the erosion sheets have been updated to show the plan view features (depicting the areas of
proposed work) and corresponding text. These sheets display all of the erosion control measures to be
installed except for those measures which are inherent parts of the installation of certain structures or
bank treatments (i.e. matting of banks, geolifts, etc.); as such, these measures are specified in the details
for these features.
7. No measures are proposed between the areas of disturbance and the stream channel. Please revise
to include measures between areas of disturbance and the stream channel.
While we thought that we had incorporated measures in all appropriate locations, we agreed to revisit the
entire project and add measures where appropriate. Riverlink and Baker agreed to double up on silt fence
or have one row of silt fence and one row of silt sock in a number of critical locations. Another matter of
concern is the movement of equipment and materials (via "haul roads"). The design has been modified in
the last week to significantly reduce the quantity of soil surplus. This will significantly reduce impact to
the site from vehicular travel. Routes to the main work area from the construction entrances have been
provided. We have included requirements in the construction sequence, erosion control plan, and plan
sheets to install any necessary measures to protect these haul roads. Subsequent hauling to specific
locations will be limited primarily to boulder delivery. The floodplain is currently grassed and the limited
number of trips to each boulder staging area is not expected to expose raw earth. The movement of
equipment from location to location is also not likely to create a worn path. In areas where structures or
other activities involving heavy equipment are occurring, we have designated that the areas should be
seeded, mulched, and the disturbed area outfitted with a silt sock on the streambank side of the
disturbance. In addition, we will be experimenting with the use of granular PAM in a number of these
areas in order to increase the efficiency of the silt sock at trapping suspended sediments. An experienced
stream restoration contractor is performing the work and there will be oversight from the engineer
multiple times per week. There is sufficient expertise and funding to address any erosion control
concerns that may have not been foreseen and all parties involved will work together to accomplish this.
8. The plans show the removal of an existing asphalt cart path, however some of this area is not
contained within the limits of disturbance. All areas of'disturbance (i.e. exposed soil) must be
contained within the limits of disturbance.
The plans have been clarified to show where the beginning and end of the removal segments are located.
None of the removal will occur outside of the LOD. We have double-checked the plans to ensure that all
disturbed areas fall within the LOD.
9. The sediment barriers shown on the plans do not specify silt, fence or silt sock. The narrative states
that siltsoxx will be used in some cases. Please revise the plans to indicate which method will be used
where.
This has been discussed with Ms. Silvis. We have removed "silt barrier" as a practice and have specified
either silt fence or silt socks. We have used this product (silt sock) for other BMP and slope stabilization
applications. We realize the unfamiliarity with the use these products and realize that we too will be
learning from this project. The installer is located very close to the project site, we have an excellent
relationship with the installer, we know that the product can be used to equal success as silt fence, and we
will ensure that the performance of the specified sediment control practice is in accordance with the
regulations or we will amend the installed practice to ensure that it functions as necessary. In addition,
we have added double sedimentation measures in critical areas and we are planning to use granular PAM,
hopefully to greatly improve the performance of both the silt fences and silt socks. We hope that the
regulatory agencies will support our use of this product. We believe it to be a low-impact product that
should be used more frequently- it is already a recycled product upon arriving on site and then can later
be recycled on-site again to serve multiple functions (as a soil amendment or as a practice which can be
left in place to decompose and provide long term stormwater functions similar to those of a level
spreader). We agree to be held to standards of performance and supplement installations which do not
meet the standard.
10. The plans do not appear to include a detail for installation of the siltsoxx. Please revise to include
the detail for the installation of the siltsoxx.
This has been added to the plans.
11. The general construction sequence should be more specific, detailing by station number the location
of primp arounds, the construction of new stream segments "in the dry " and the process of releasing
water into the new sections. Please revise to include the locations of all measures including pump
arounds.
The sequence has been updated to include information regarding the pump around station, sequencing and
stream construction details.
12. The construction sequence should be included on the approved plans.
We have added the construction sequence for both the Mainstem and the Tributary to the plans.
Thank you for your help on this project. If you have any questions, please contact me as soon as possible
at 828-350-1408 ext. 2007 or 828-545-3865.
Sincerely,
Michael Baker Engineering, Inc.
A60 `pk
Jacob McLean, PE
Project Manager
Enclosure
cc: Gray Hauser, Jr., PE, NCDLR
Cindy Karoly, NCDWQ
Re: Written consent for RiverLink Robinson Creek Stream Restoration project
erosion control permit
As an authorized representative of KDG Development, Inc., I understand that RiverLink
is applying for an erosion control permit through the NC Division of Water Quality and
the associated 401/404 permitting through the other respective agencies.
KDG Development, Inc. acknowledges the use of KDG Development, Inc. land holdings
to conduct the stream restoration project as part of a Clean Water Management Trust
Fund grant. The land has been put under conservation easement to facilitate the use of
the land for this purpose. KDG Development, Inc. understands that RiverLink is the
Financially Responsible Party for the Robinson Creek Stream Restoration project and, as
such, is responsible both legally and financially for any and all activities associated with
this project so as to comply with the aforementioned permits. It is understood that KDG
Development, Inc. is not involved in a partnership with RiverLink and will not be held
responsible in any manner for any permitting compliance issues associated with the
referenced project.
RiverLink hereby acknowledges and assumes legal and financial responsibility and
liability for anything associated with its work within KDG Development, Inc. land
holdings.
KDG Development, Inc. acknowledges that RiverLink will be conducting the referenced
project on KDG Development, Inc. land holdings and to give consent to RiverLink, as
required by the Division of Land Resources, to pursue the necessary permitting it requires
to conduct said activities.
b?cx{1 j,,-(Kevin Geagan KDG Development Inc.)
(Title)
(Date)
--E? a, (RiverLink Signature)
(Title)
17 - 17- O ly (Date)
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land-disturbing activity on one or more acres as covered by the Act before this form and
an acceptable erosion and sedimentation control plan have, been completed and approved by the Land Quality
Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if the question is not
applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
Project Name Robinson Creek Restoration Project, a N.C. Clean Water Management Trust Fund
project
2. Location of land-disturbing activity: County Buncombe City or Township Asheville
Highway/Street Mills Gap Rd & Weston Rd Latitude 35.480839 ON Longitude 82.491547 °W
3. Approximate date land-disturbing activity will commence: August 11, 2008
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Clean Water
Management Trust Fund Proiect for mitigation of stream impacts in the watershed.
5. Total acreage disturbed or uncovered (including off-site borrow and waste areas): 7 Acres
6. Amount of fee enclosed: $455.00 . The application fee of $65.00 per acre (rounded up to the next acre) is
assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land-disturbing activity:
Name Jacob McLean. PE E-mail Address imclean(c-mbakercorp.com
Telephone [phone] x2007 Cell # 828.545.3865 Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
KDG Development, Inc.
Name Telephone
Fax Number
1059 Columbine Rd. same
Current Mailing Address Current Street Address
Asheville NC 28803
City State Zip
City
State Zip
10. Deed Book No. 3934.1158 Page No. 463, 361 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land-disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
RiverLink riverkeeperng riverlink.org
Name E-mail Address
P.O. Box 15488 170 Lyman Street
Current Mailing Address Current Street Address
Asheville North Carolina 28813 Asheville North Carolina 28813
City State Zip City State Zip
Telephone [phone] x114 Fax Number 828-253-6846
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Does not apply
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
VIOUG DkS b. -f"t (,PC_,tJ 14DC"bc'ft 0 (werl;rk, off`
me of Registered Agent E-mail Address
Y©, 130X IS+-688
IWONWAVOWWWWO? '& 2 P (-T-T--C, r'j ? V L
Current Mailing Address ZTR 13- OWurrent Street Address
1 SUE t4C 'I NOW" Asltc,j 1 L-L?s- fljc? 2-19%o t
City State Zip City //? State Zip
Telephon&L'? 2-S Z' ? 1 Fax Number() ZS 3 -- b 2 y to
The above information is true and correct to the best of my knowledge and belief and was provided by
me under oath (This form must be signed by the Financially Responsible Person if an individual or his
attorney-in-fact, or if not an individual, by an officer, director, partner, or registered agent with the
authority to execute instruments for the Financially Responsible Person). I agree to provide corrected
information should there be any change in the information provided herein.
Hartwell Carson French Broad Riverkeeper, Proiect Administrator
Type or p?riint, name Title or Authority
M1It(J?--0 fir--1 -8%
Signature Date
------------------------------------------------------------------------------------------------------------------------------------
1'.. P 6 1".j , a Notary Public of the County of
State of North Carolina, hereby certify that r4,-S1 -J appeared
personally before me this day and being duly sworn acknowledged that the above form was executed by
him.
Witness my hand and notarial seal, this _?Lday of , 20?
Annette P. Coleman Notary
Lmy SeNotary Pubiic .D /,3
Buncombe Courty, NC My commission expires
Commission Expires May 19, 2013

EROSION AND SEDIMENT CONTROL PLAN
Robinson Creek Restoration Project
Asheville, Buncombe County, North Carolina
Original: June 16, 2008 Updates: November 3, 2008
December 16, 2008
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DEN?g'tOR?A ?
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Prepared by
Michael Baker Engineering, Inc.
797 Haywood Road
Suite 201
Asheville, North Carolina 28806
Phone: [phone]
Fax: [phone]

Robinson Creek Restoration December 16, 2008
Asheville, North Carolina
Introduction
This narrative is submitted as part of a Sediment and Erosion Control Plan for the Robinson
Creek Restoration Project. The project is being sponsored by the North Carolina Clean Water
Management Trust Fund (CWMTF) in partnership with RiverLink. The goals of the project are
to improve water quality, reduce stream bank erosion by improving channel stability, improve
the hydrologic connections between creek and floodplain, and enhance aquatic and terrestrial
habitat. The project includes the following elements:
• Restoration of currently channelized, eroding stream reaches by creating a stable channel
with access to the floodplain.
• Restoration of an unnamed tributary.
• Improve in-stream habitat by providing stable riffles and pools, creating deeper pools,
introducing woody debris, and reducing bank erosion.
• Establishment of native stream bank and floodplain vegetation to increase storm water runoff
filtering capacity, improve bank stability, provide shading to decrease water temperature,
provide cover, improve wildlife habitat and protect this area with a permanent conservation
easement.
• Improvement to terrestrial (and aquatic), habitat by restoring a dense stand of native trees,
shrubs and other vegetation within the riparian zone and throughout easement area, creating a
diverse native plant community.
The limits of disturbance consist of 15 acres. Within this area, all grading, staging, and haul
roads are contained. This application represents land disturbing activities associated solely with
the Robinson Creek Restoration Project. Other areas adjacent to the Robinson Creek Restoration
Project that have been disturbed are not associated with the scope of work for which Michael
Baker Engineering, Inc., RiverLink, or the Clean Water Management Trust Fund is responsible.
An initial application fee of $455.00 was submitted, and an additional $520 is enclosed to cover
the difference between the initially calculated disturbed acreage and the present amount.
The project will be permitted under a US Army Corps of Engineers (USACE) Nationwide permit
27. Project review and comments have been solicited from the North Carolina Wildlife
Resources Commission. Water quality 401 certification will be sought from the N.C. Division of
Water Quality in conjunction with the permit application submittal to the USACE.
Existing Site Conditions
The Robinson Creek restoration site is located off of Mills Gap Road, 1.7 miles east of the
intersection of Mills Gap Road and Sweeten Creek Road. The site begins at Mills Gap Road
and extends approximately 3,837 feet downstream through what was the Brookwood Golf
Course. (Figure 1). Robinson Creek is a "blue-line" stream, as shown on the USGS topographic
quadrangle for the site, and is perennial, based on field evaluations using NCDWQ stream
assessment protocols. Located in the French Broad River Basin, Robinson Creek is a low
gradient, gravel bed stream. The project reach on Robinson Creek is listed by the state as
supporting a wild trout population. One unnamed tributary (UT) to Robinson Creek is included
in the project. The total current length of Robinson Creek and its tributary within the proposed
conservation easement is 3,837 linear feet (LF).
Page 1
It
Robinson Creek Restoration December 16, 2008
Asheville, North Carolina
The Robinson Creek Restoration Project streams drain a watershed that contains a mixture of
residential development and forest land. The general land use surrounding the site has been in
medium-density residential development and in recreational use (golf course). Future plans for
the surrounding properties include construction of a multi-family development. However, the
restoration project area will be set aside as part of a green space and park to protect the
floodplain and increase the recreational value of the site. Existing land cover within the project
site consists of golf fairways with some exotic, invasive vegetation and forested area adjacent to
the course. There is currently no riparian buffer present as the majority of the project area is
between fairways. Most of the project reach is moderately unstable as evidenced by bank
erosion, bed scour and some bed aggradation. As a result, Robinson Creek is transporting an
excessive load of sediment to areas of the channel downstream of the project site and to Cane
Creek. A lack of riparian buffer and unstable streambed has also led to poor aquatic habitat.
Restoration and enhancement activities proposed will stabilize the channel, significantly
diminish bank erosion, restore aquatic and terrestrial habitat and establish a diverse riparian plant
community.
The upstream portion of the project begins at a culvert below Mills Gap Road. This section of
Robinson Creek has areas of channel instability and streambank erosion. We will stabilize these
areas with cross vanes, bioengineering measures, and improved floodplain relief. The buffer
area will be re-planted with native riparian vegetation. Between the confluence with the UT and
the first offline reach, the profile and channel width of the stream will be repaired below a ford
crossing which has caused bank erosion and an erratic profile with uncharacteristically steep
riffles. Offline Reach 1 starts below this section and takes advantage of the wide floodplain
available in this reach. This reach is eroding the right stream bank/hillslope and is causing mass
wasting along most of its length. The left stream banks along this reach are regularly mowed,
and the lack of deeply rooted vegetation has produced unstable stream banks. The project will
re-establish a stable dimension, profile and pattern through this section. Restoration activities
planned for the Offline Reaches 1 and 2 sections of the project will primarily consist of creating
new channel segments that are designed to direct Robinson Creek away from the toe of the right
hillslope. In turn, this will prevent further sediment loading from slope and streambank
instability in this section of the Robinson Creek corridor.
Geology
The project site lies within the Blue Ridge Belt of the Blue Ridge physiographic province of
western North Carolina. According to the 1985 North Carolina Geological Survey Map and a 1
degree by 2 degree geologic map of the Knoxville Quadrangle prepared by the USGS (Hadley,
and Nelson, 1971, Map I-654), the project site is primarily underlain by an undivided, medium to
thick bedded, largely feldspathic metasandstone with interbeds of quartz-mica schist or gray
phyllite common to the Great Smoky Group of the Ocoee Supergroup. The origin of the Ocoee
Supergroup is placed in the Late Proterozoic during continental rifting episodes (USGS Bulletin
1979). The metasedimentary rocks of the Great Smoky Group also include local beds of quartz-
feldspar pebble conglomerate, graphitic and sulfidic mica schist, kyanite- or sillimanite bearing
garnet-mica schist, and rare thin interbeds of garnet-hornblende-quartz-feldspar granofels.
Immediately south of the project area, this rock unit gives way to a category of rock associated
with the Brevard Fault Zone whose age is unknown. At this location, feldspathic metasandstones
Page 2

Robinson Creek Restoration
Asheville, North Carolina
December 16, 2008
and mica schists associated with the Great Smoky Group are interlayered with blastomylonite,
blastomylonitic gneiss and phyllonitic mica schists.
Soils within the proposed stream restoration areas are primarily mapped as the Udorthents series
by the NRCS in Buncombe County. The Udorthents soils on-site consist of loamy material that
is found across the Robinson Creek floodplain which is currently serving as golf fairways.
Channel Cross Section and Flow Characteristics
The proposed channel cross-sections for the various reaches on this project are shown in the
attached plan set. The proposed Robinson Creek channel was designed to crest at a flow of 300
cubic feet per second, which relates to a return interval of 1.5 to 2 years. HEC-RAS modeling
indicates that the project reach will experience average velocities during bankfull events between
4 and 6 feet per second. Stream structures will be used to direct flow to the center of the
channel, and bank revetments of bioengineering and wood will increase stability.
Design Standards
Erosion control practices, methods, and procedures described in the plans and specifications are
based on those presented in the North Carolina Erosion and Sediment Control Planning and
Design Manual.
Erosion and Sedimentation Control Measures
Erosion control methods to be used in the project shall include construction entrances/exits, silt
fences, silt sock, channel plugs, temporary timber mat stream crossings, mulch, granular PAM,
temporary seeding, permanent seeding, vegetative plantings, erosion control matting and bypass
pumping of flow around instream work areas. All sediment and erosion control measures are to
be installed according to the plans and specifications. When working in the stream, the
contractor shall be permitted to disturb only as much channel bank as can be stabilized with
temporary seeding, mulch and erosion control matting by the end of each workday. The attached
plan sheets include details for each of the measures listed above.
Excavation of the floodplain and channel sections outside the existing channel banks shall be
accomplished from outside the active channel whenever possible. The contractor will need to
stockpile excavated material on-site for use in backfilling the original channels. Silt fences shall
be used to protect stockpiles with a second line of silt sock commonly serving as back-up
protection if silt fence is overwhelmed during a storm event. In some areas (specifically staging
locations and between abandoned channels and the new channel), granular PAM will be tested to
assess its use for improving the function of sedimentation devices. If excess material is to be
stockpiled for more than 5 days, or if rain is expected, it shall be heavily mulched. All graded
ground surfaces will be seeded with temporary and permanent seed, mulched, and in the case of
stream banks, matted to prevent erosion. Point bars will not be matted due to the transient nature
of sediment erosion and deposition on these features. Newly constructed channel will be
protected from overland flow with silt sock barriers parallel to the channel bank.
In general, the contractor shall not install temporary rock check dams in the existing channel.
Land disturbance shall not extend beyond the limits of the project. Existing trees adjacent to the
creek shall be preserved to the extent feasible. Trees not marked for removal on the plans shall
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Robinson Creek Restoration December 16, 2008
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be protected. Construction of the in-stream structures within the existing alignment and at
locations where the proposed and existing alignments intersect will take place in the live stream.
Where this occurs flow will be pumped around the active work area. The location (by station)
and sequencing of the pump around activities are listed in the construction sequence.
The work in Robinson Creek shall be divided into five sub-reaches plus the work on the
unnamed tributary. Reach 1 extends from the upstream end of the project at Mills Gap Road
downstream to Station 11+65 at the confluence of Robinson Creek and the unnamed tributary.
Reach 2 starts at the confluence and extends to the first offline reach. Offline Reach 1 starts
Station 15+60 and ends at Station 23+00. Work stops here and starts again for Offline Reach 2
at Station 27+00 to Station 30+50. From here down to the end of the project at station 36+10,
Reach 3 is an on-line enhancement reach. The reach ends below a pair of pond outfalls that do
not pertain to the project. The unnamed tributary reach is approximately 240 feet long and
confluences with Robinson Creek at main steam Station 11+65.
Reach 1
Bank and floodplain grading will be performed in conjunction with bridge and concrete rubble
removal to reduce velocities and increase conveyance. More substantial floodplain benching in
the middle of the reach is intended to restore floodplain processes as well as provide channel
relief (the right floodplain bench from the previous planset has been removed). Cross vanes will
be installed at widened stream sections to prevent meander formation and induce pool formation
as a means of energy dissipation. At locations where the streambanks are eroding, they shall be
regraded to a slope of 2:1 or 3:1 as specified in the plans, seeded with native vegetation, and
matted. Typically, regraded banks will be stabilized with some form of bioengineering.
Reach 2
In this reach, a retaining wall will be removed along the left bank and replaced with a series of
geolifts (1' soil lifts encased by matting) with cuttings between the lifts to improve long-term
bank stability with root mass. Below the ford crossing, which is to remain, an overly-wide
section will be repaired to the appropriate channel width and the cause of the instability (a 6-7%
riffle slope) will be reduced to a typical riffle slope considering the valley slope of 1.1 %. The
sections immediately downstream of this riffle will be outfitted with cross vanes to hold the new
grade and to reduce bank stress and dissipate energy.
Offline Reaches I and 2
Construction activities in the Offline Reach 1 section consists of excavating the first of two new
channel segments designed to move the channel away from the toe of the hillslope. Over the
course of time, land disturbing activities on-site have resulted in Robinson Creek gradually
undermining the hillslope and the ensuing unstable banks and excessive sediment loading
downstream. The design is also intended to preserve most of the existing mature trees adjacent
to Robinson Creek in the project area. Where these reaches connect back into sections of new
channel have to be made, a temporary barrier will be set in place above the construction area and
water pooled above this barrier will be pumped around the area as shown in the plan details.
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While stream flow is pumped around the work area, intersections with the existing channel will
be modified to connect with the new alignment. The pump and barrier will be removed when the
area is stabilized. The next segment continues downstream and is shown in the plan details for
Offline Reach 2. It is very much the same concept and approach as the first offline reach.
Reach 3
In this reach, there are eroding banks on the left stream bank and the right stream bank is against
the valley wall. The previous plan set submitted showed a meander going into the existing golf
green to create a pool-riffle sequence. Since the right bank in this section is gently sloping, well
vegetated, and not eroding, its position against the valley wall will be left alone. The left bank
will be repaired where eroding and a bench will be built to provide flood relief along the entire
reach length. Cross vanes will be constructed to induce pool formation which will significantly
reduce the likelihood of the stream seeking a more sinuous path through the reach. The pools
will provide improved habitat diversity over the present plane bed form in this reach. In
addition, significant improvements to the wider floodplain to improve the passage of larger flood
events. This will involve the removal of greens and tee boxes that inhibit floodplain continuity
and presently force all of the flood flow back into the channel at the bottom of the project
resulting in channel erosion and backwater resulting in sediment deposition and loss of bed form
diversity. Brush mattresses will be installed adjacent to pools to create shade.
Tributary
The unnamed tributary will be relocated onto the adjacent floodplain due to encroachment by the
adjacent cul de sac. This relocation will take the form of a step-pool channel restoration which
will route the new channel down the existing slope at a grade of 5% through a series of drops and
pools. These drops (vanes, steps, cascades, and riffles) will provide the grade control necessary
to ensure a stable profile. The pools below each of the drops will provide the energy dissipation
necessary to prevent bank erosion. The unnamed tributary has been designed based on reference
information for B-type streams, geomorphic ratios, and design guidance developed over the
course of designing and installing a multitude of similar channels. The floodplain will be
replanted and a culvert at the upstream end of the reach will be removed to restore channel
connectivity.
Vegetation
The floodplain and banks shall be planted with a combination of herbaceous and woody riparian
vegetation. A planting typical drawing is included in the plan set. All disturbed ground will be
planted with the appropriate seed mix upon reaching final grades. Seeded areas will then be
mulched and, on stream banks where higher velocities are expected, coir matting will be
anchored over the mulch and seed. The floodplain bench and the slope from the back of this
bench up to existing ground (terrace slope), will also be seeded and mulched.
RiverLink has contracted with Equinox Environmental Consultation and Design, Inc. (Equinox),
to provide a planting plan that details planting quantities for woody and herbaceous material as
well as seed mixtures for both temporary and long-term ground cover. The planting list below is
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Robinson Creek Restoration December 16, 2008
Asheville, North Carolina
an example of planting detail Baker typically provides for other local and state clients.
RiverLink will coordinate with Equinox to ensure the planting plan developed for the Robinson
Creek project is meets the state guidelines for planting densities at stream restoration projects.
Due to the relatively flat existing ground we don't believe that overland flow will cause erosion
problems on these terrace slopes after being seeded and mulched. However, if a problem does
arise we will direct overland flow to a central location using standard erosion control practices in
the North Carolina Erosion and Sediment Control Planning and Design Manual. These erosion
control measures would entail creating a temporary diversion (6.20. 1) where storm flow will be
conveyed across the top of the terrace slope to the flood plain bench using a temporary slope
drain (6.32) or a riprap channel (6.31).
Table 1. Proposed Bare-Root and Live Stake Species
Stream Restoration and Enhancement Areas- Zone 1 (>15' from top of bank)
Persimmon Diospyros virginiana
Tulip Poplar Liriodendron tulipifera
Green ash Fraxinus pennsylvanica
Willow Oak Quercus phellos
Swamp chestnut oak Quercus michataii
Blackgum Nyssa salvatica
Alternate Species
River Birch Betula nigra
Sugarberry Celtis laevigata
Redbud Cercis canadensis
Flowering dogwood Cornus.florida
Southern red oak Quercus rubra
Red Maple Acer rubrum
Witch Hazel Hamamalis virginiana
Alternate-leaved Dogwood Cornus alternifolia
Stream Restoration Buffer- Zone 2 (<15' from top of bank)
Silky dogwood Cornus amomum
River Birch Betula nigra
Dog Hobble Leucothoe fontanesiana
Silky willow Salix sericea
Elderberry Sambucus canadensis
Alternate Species
Ninebark Physocarpus opulifoha
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Robinson Creek Restoration
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December 16, 2008
Black haw viburnum Viburnum prunifolium
Canada Hemlock Tsuga canadensis
White Pine Pinus strobus
White Oak Quercus alba
Pignut Hickory Carva glabra
Cherry Birch Betula lenta
Black Cherry Prunus serotina
Shrubs
Possomhaw Viburnum cassinoides
Black Huckleberry Gaylussacia baccata
Mountain Holly Ilex Montana
Buffalo Nut Pyrularia pubera
Rosebay Rhododendron Rhododendron maximum
Mountain Laurel Kalmia latifolia
Dog Hobble Leucothoe fontanesiana
Swamp Azalea Rhododendron viscosum
Smooth Azalea Rhododendron arborescens
Yellow Root Xanthorhyza simplicissima
Cinnamon Clethra Clethra acumunata
Mountain Hydrangea Mvdrangea arborescens
Southern Bush Honeysuckle Diervilla sessilifolia
Hardhack Spirea tomentosa
Streambanks (Live Stakes)
Silky dogwood Cornus amomum
Silky willow Salix sericea
Elderberry Sambucus canadensis
Note: Species selection may change due to availability at the time of planting.
Table Z Riparian Buffer, Native Seed Mix (application rate of 151bs/acre)
Scientific name Common name Percent of Mixture
Scirpus cyperinus Bull Rush 5%
Agrostis alba Redtop 15%
Carex vulpinoidea Fox Sedge 10%
Elymus virginicus Virginia Wild Rye 20%
Juncus effisus Soft Rush 5%
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Robinson Creek Restoration
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December 16, 2008
Panicum clandestinum Deer Tongue 10%
Polygonum pennsylvanicum Smartweed 5%
Bidens frondosa Beggers Ticks 5%
Coreopsis lancolata Lance leafed Coreopsis 15%
Cassia fasciculata Partridge Pea 5%
Verbesina altemifolia Wingstem 5%
Temporary Seed for all areas of
disturbed ground"
Rye Grain (fall, winter; 130 lbs/acre) Secale cereale 100
Browntop Millet (spring, summer; 45
lbs/acre)
Brachiaria ramosa
100
Maintenance Plan
All temporary erosion and sediment control practices shall be evaluated for stability and
operation by qualified personnel on a daily basis. Any necessary repairs shall be performed
immediately to maintain all practices as designed.
For questions about this plan or to discuss sediment control issues during construction, please
contact the project manager:
Jacob McLean, PE
Michael Baker Engineering, Inc.
797 Haywood Road, Suite 201
Asheville, NC 28806
[phone] x2007 or 828-545-3865
References
Hadley, J.B. and Nelson, A.E., 1971, Geologic map of the Knoxville quadrangle, North Carolina,
Tennessee, and South Carolina: U.S. Geological Survey, Miscellaneous Geologic Investigations
Map 1-654, scale 1:250000. http://ngmdb.usgs.gov/Prodesc/proddesc 9432.htm.
North Carolina Geological Survey, 1985, Geologic map of North Carolina: North Carolina Department of
Natural Resources and Community Development, scale 1:500000.
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GENERAL CONSTRUCTION SEQUENCE
CONSTRUCTION SHALL BE PERFORMED IN GENERAL ACCORDANCE WITH THE
FOLLOWING SEQUENCE:
ROBINSON CREEK
1. THE PROPERTY ENCOMPASSING THIS STREAM RESTORATION PROJECT BELONGS TO
THE CENTRAL PARK DEVELOPMENT. THIS PROPERTY AND ITS FACILITIES ARE
AVAILABLE TO THE PUBLIC WHO ARE INTERESTED IN PURCHASING PROPERTY OR ARE
ALREADY PROPERTY OWNERS, FOR USE ON A DAILY BASIS. EXTREME CAUTION MUST
BE TAKEN TO PROTECT THE GENERAL PUBLIC USING THESE FACILITIES.
2. CONSTRUCTION ACTIVITIES WILL BE UNDER PUBLIC SCRUTINY AND SCRUTINY OF
THE DEVELOPERS; THEREFORE, THE UTMOST CARE SHOULD BE TAKEN TO MINIMIZE
UNNECESSARY GROUND DISTURBANCES AND TREE REMOVAL AND PROTECT WATER
QUALITY.
3. ALL WALKING TRAILS THAT ARE DISTURBED BUT NOT REMOVED TO ACCOMMODATE
CONSTRUCTION ACTIVITIES SHALL BE REPAIRED (IF NECESSARY) AND RE-OPENED AS
WORK IS COMPLETED.
4. UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. THE
CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES WITHIN THE PROJECT
LIMITS LOCATED AND MARKED PRIOR TO BEGINNING CONSTRUCTION.
5. ACCESS TO THE SITE SHALL BE FROM THE EXISTING CONSTRUCTION ENTRANCE ON
MILLS GAP ROAD, TRAVERSING THE CENTRAL PARK DEVELOPMENT VIA EXISTING
CONSTRUCTION ROADS, OR THROUGH THE ENTRANCE OFF WESTON ROAD. ACCESS TO
WORK AREAS SHALL BE ALONG A PATH DESIGNATED BY THE LANDOWNER AND
ENGINEER AND SHALL BE MARKED PRIOR TO EQUIPMENT MOVING TO THE SITE. IN
GENERAL, ACCESS ROADS ARE ALREADY PERMITTED UNDER EXISTING PERMITS FOR
THE CENTRAL PARK DEVELOPMENT. ANY IMPACT TO THESE ROADS OR ASSOCIATED
EROSION CONTROL PRACTICES SHALL BE ADDRESSED IMMEDIATELY. TRUCKS AND
EQUIPMENT SHALL USE THE FACILITY'S ROADS, EXCEPT IN TIMES OF WET WEATHER,
WHEN ACCESS WILL BE RESTRICTED. ANY AND ALL DAMAGE OR IMPACTS FROM USE
OF EXISTING ACCESS ROADS WILL BE REPAIRED IMMEDIATELY IF IT POSES A RISK TO
WATER QUALITY OR IMPACTS THE DEVELOPMENT CONSTRUCTION OR SALES
ACTIVITIES OR PRIOR TO DEMOBILIZATION OR AT THE REQUEST OF THE DEVELOPER,
HIS STAFF OR THE PROJECT ENGINEER IF IT DOES NOT MEET THESE CRITERIA.
6. CONSTRUCTION ENTRANCES ALREADY EXIST AND SHALL BE MAINTAINED TO THE
SPECIFICATIONS OF THE DETAIL. EXCESSIVELY MUDDY STONE SHALL BE REPLACED.
ALL PUBLIC ROADS SHALL BE KEPT FREE OF MUD AND DEBRIS. ENTRANCES SHALL BE
RETURED TO THEIR PRE-EXISTING CONDITION PRIOR TO DEMOBILIZATION.
7. STAGING AREAS WILL BE ESTABLISHED AT STATIONS 0+00 (RIGHT), 3+50 (LEFT), 0+00
OF TRIBUTARY (LEFT BANK OF TRIB), 10+00 (LEFT), 15+00 (LEFT), 18+50 (LEFT), 30+00
(LEFT) AND 34+00 (LEFT). EQUIPMENT AND MATERIALS WILL BE MOBILIZED TO THESE
LOCATIONS. AREAS ADJACENT TO STAGING AREAS WILL BE PROTECTED WITH SILT
SOCK AS SHOWN ON EROSION PLANS. IF AT ANY TIME, THE SILT SOCKS PROVE
INCAPABLE OF MAINTAINING ALL SEDIMENT WITHIN THE BOUNDARY OF THE STAGING
AREA, THEY WILL BE SUPPLEMENTED WITH SILT FENCE INSTALLED AS SHOWN IN THE
STANDARD DETAIL. STAGING AREAS WILL BE ABANDONED UPON COMPLETION OF
ADJACENT WORK AND SHALL BE SEEDED, MULCHED, AND SILT SOCK SHALL BE LEFT IN
PLACE TO PREVENT SEDIMENTATION.
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Robinson Creek Restoration December 16, 2008
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8. TEMPORARY SOIL STOCKPILE AREAS ARE DENOTED ON THE PLANS AND WILL
OUTFITTED WITH SILT FENCE TO PROTECT ADJACENT AREAS FROM SEDIMENT RUNOFF.
SILT FENCE SHALL REMAIN IN PLACE UNTIL TEMPORARY OR PERMANENT VEGETATION
HAS BEEN ESTABLISHED.
9. TEMPORARY TIMBER MAT STREAM CROSSINGS MUST BE INSTALLED AT ALL
LOCATIONS WHERE THE STREAM IS TO BE CROSSED. CROSSINGS SHOULD BE LIMITED
TO THOSE AREAS DESIGNATED ON THE PLANS UNLESS THERE IS ADEQUATE REASON TO
DO OTHERWISE AND THE PROJECT ENGINEER IS NOTIFIED.
10. THE CLEARING AND GRUBBING REQUIRED WITHIN THE GRADING LIMITS SHALL BE
PERFORMED SO AS TO LIMIT SEDIMENT MIGRATION OFF-SITE. LOGS AND ROOT WADS
FROM TREES LARGER THAN 10 INCHES IN DIAMETER SHALL BE STOCKPILED FOR USE AS
IN-STREAM STRUCTURES. IN AREAS WHERE NEW CHANNEL WILL BE CONSTRUCTED
SALVAGEABLE NATIVE VEGETATION (DOGHOBBLE, RHODODENDRON, YELLOWROOT,
ETC.), MATS OR INDIVIDUAL PLANTS WILL BE HARVESTED FOR TRANSPLANTING.
THESE MATS WILL BE EXCAVATED AND MOVED TO THE BANKS OF THE NEW CHANNEL
SECTIONS.
11. FOR THE UPPER HALF OF THE PROJECT (0+00 TO 12+50), CONSTRUCTION WILL
PROCEED FROM UPSTREAM TO DOWNSTREAM. THE WORK IN THESE SECTIONS WILL BE
LIMITED TO PLACEMENT OF IN-STREAM GRADE CONTROL STRUCTURES, MINOR BANK
GRADING, PLANTING AND SOME REMOVAL OF BRIDGE DEBRIS IN ROBINSON CREEK.
12. ESTABLISH STAGING AREA #1 AND INSTALL EROSION CONTROL ASSOCIATION WITH
STAGING. STARTING ON THE RIGHT BANK AT STATION 0+50, CONDUCT GRADING AND
STABILIZE DISTURBED AREAS THE SAME DAY. INSTALL SILT SOCK ASSOCIATED WITH
STABILIZATION AT THIS LOCATION UPON COMPLETION.
13. INSTALL TEMPORARY CROSSING AND MOVE NECESSARY MATERIALS AND
EQUIPMENT TO STAGING AREA #2. INSTALL EROSION CONTROL ASSOCIATION WITH
STAGING.
14. REMOVE OLD BRIDGE, THEN INSTALL EROSION CONTROL TO PROTECT CHANNEL
PRIOR TO GRADING LEFT FLOODPLAIN TO PROPOSED CONTOURS. STABILIZE DIRT
WASTING AREAS WITH SEED, MULCH, AND SEDIMENT BARRIER.
15. SET UP A PUMP AROUND FROM 1+75 TO 3+50 AND INSTALL STREAM STRUCTURES
BETWEEN THESE STATIONS. SET UP A PUMP AROUND BETWEEN 5+00 AND 6+00 AND
INSTALL CROSS VANE. STABILIZE EACH AREA PRIOR TO MOVING TO NEXT
DOWNSTREAM AREA, INCLUDING INSTALLATION OF SILT SOCK TO PROTECT AREAS
FROM OVERLAND FLOW. INSTALL ALL REMAINING EROSION MEASURES TO PROTECT
CHANNEL PRIOR TO MOVING DOWNSTREAM.
16. ABANDON STAGING AREA #2 BUT LEAVE SILT FENCE IN PLACE. SET UP SILT SOCK
AND STAGING AREA #3 ON FLOODPLAIN AT STATION 10+00. INSTALL SILT SOCK ALONG
STREAM BANK FROM STATION 4+00 TO 10+00. GRADE FLOODPLAIN BENCH ON LEFT
BANK AND WASTE DIRT TO PRIOR STAGING AREA #2. UPON FILLING ALL AVAILABLE
AREA AT #2, SEED AND MULCH FILL AREA AND RESTORE SILT BARRIER TO ENCOMPASS
FILL. APPLY TEMPORARY AND PERMANENT SEED AND MULCH TO ALL COMPLETED
GRADING AREAS AT THE END OF EACH WORK DAY.
17. THE REMAINDER OF THE EXTRA DIRT FROM THE FLOODPLAIN BENCH SHALL BE
TRANSPORTED TO TEMPORARY STOCKPILE #1 OR HAULED OFF SITE (SOME DIRT CAN BE
APPLIED TO THE FLOODPLAIN KNOLL AT STATION 7+50. TEMPORARY STOCKPILE #1
WILL BE SEEDED WITH TEMPORARY SEED AND MULCHED UPON COMPLETION OF THE
BENCHING - ALL EROSION CONTROL ASSOCIATED WITH THIS STOCKPILE AND THE
ADJACENT STAGING AREA #4 WILL BE INSTALLED PRIOR TO USING THE AREA FOR SOIL
STORAGE.
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18. REPAIR THE UNDERCUT BANK AT STATION 9+00 AND SEED, MULCH, AND MAT THE
BANK THIS WORK SHALL BE PERFORMED WITHOUT EQUIPMENT GOING INTO THE
CREEK.
19. SET UP PUMP AROUND FROM 10+50 TO I 1+00 AND INSTALL THE CROSS VANE AT
STATION 10+85. REMOVE PUMP AROUND AND REMOVE THE RETAINING WALL AND
APPLY GRADING AND GEOLIFTS AT STATION 12+00. GRADING AND GEOLIFTS DO NOT
INVOLVE IN STREAM WORK. ALL GRADED AREAS AT THESE LOCATIONS WILL BE
MATTED. EQUIPMENT DISTURBANCE WILL BE SEEDED AND MULCHED AND SILT SOCK
WILL BE APPLIED TO THE PERIMETER OF EACH AREA TO PROTECT THE COMPLETED
WORK.
20. ABANDON STAGING AREA #3 AND SEED AND MULCH THE AREA, LEAVING THE SILT
SOCK IN PLACE TO PROTECT AGAINST SEDIMENTATION.
21. THE REMAINING LOWER HALF OF THE PROJECT WILL BE CONDUCTED FROM
DOWNSTREAM TO UPSTREAM. SETUP STAGING AREA #6 AND SILT SOCK SEDIMENT
BARRIER AT STATION 34+00. SET UP SILT SOCK AROUND SEDIMENT FILL AREA #4.
BOULDERS CAN BE STAGED ADJACENT TO STRUCTURE INSTALLATION LOCATIONS.
ALL GROUND DISTURBED FROM STONE TRUCKS SHALL BE MULCHED AT THE END OF
EACH DAY.
22. SETUP PUMP AROUND FROM STATION 31+75 TO 32+25, 33+25 TO 33+75, 34+75 TO 35+25,
AND 35+25 TO 35+75 IN ORDER TO CONDUCT STRUCTURE INSTALLATION AT THE
LOCATIONS SPECIFIED ON THE PLAN SHEET. EXCAVATE A BENCH FROM STATION 30+75
TO THE END OF THE PROJECT. REMOVE SURPLUS MATERIAL FROM BENCHING TO
SEDIMENT STOCKPILE #8 OR FILL AREA #4. UPON COMPLETION OF STRUCTURES, SEED,
MULCH, AND MAT AREAS AND INSTALL SILT SOCK AT "TOE OF TERRACE
EMBANKMENT" (SAME AS BACK OF NEWLY CREATED BENCH). SEED, MULCH, AND MAT
ALL EXPOSED AREAS EACH DAY.
23. REMOVE MATERIAL FROM STOCKPILE #8 AND GRADE EXISTING GOLF GREEN TO
PROPOSED CONTOURS AND DISPOSE OF EXCESS MATERIAL TO FILL AREA #4. MATERIAL
IN EXCESS OF MAXIMUM FILL AREA DIMENSIONS SHALL BE REMOVED TO TEMPORARY
STOCKPILE #1 AND SUBSEQUENTLY COVERED WITH MULCH. FINISH ALL FINE
GRADING, REMOVE STAGING AREA AND FINISH SEEDING AND MULCHING ALL BARE
AREAS BEFORE MOVING UPSTREAM.
24. SET UP STAGING AREA #6 AND SILT SOCK CONTAINMENT AT STATION 29+50.
25. ACTIVITIES FOR OFFLINE REACHES 2 AND I WILL INVOLVE BOTH ENHANCEMENT TO
THE EXISTING CHANNEL AT THE TIE-IN POINTS AND CREATION OF NEW PRIORITY I
OFFLINE CHANNEL. EARTHWORK SHALL BE STAGED SUCH THAT NO MORE CHANNEL
WILL BE DISTURBED THAN CAN BE STABILIZED BY THE END OF THE WORK DAY OR
BEFORE FLOW IS DIVERTED INTO A NEW CHANNEL SEGMENT.
26. DEWATERING OF OFF-LINE CHANNEL SECTIONS IS EXPECTED TO BE MINOR. ANY
WATER PUMPED DURING DEWATERING OPERATIONS IN THE OFF-LINE SECTIONS WILL
BE DIVERTED THROUGH A SEDIMENT FILTER BEFORE BEING DISCHARGED INTO THE
DOWNSTREAM REACH. THE PUMPING DETAIL OUTLINES THIS PROCEDURE AND THE
USE OF TEMPORARY SAND BAG COFFER DAMS IN ORDER TO DIVERT THE FLOW WITH A
PUMP AND PIPING.
27. EXCESS SOIL MATERIALS WILL BE STOCKPILED IN THE STAGING AREAS, WITH SILT
BARRIERS INSTALLED ON THE STREAM (OR DOWNSLOPE) SIDE(S) OF THE BASE OF THE
STOCKPILES AND MAINTAINED WHEN SEDIMENT HAS ACCUMULATED ABOVE ONE
THIRD OF THE HEIGHT OF THE SILT BARRIER AND/OR IT HAS FAILED. THIS EXCESS
MATERIAL WILL BE HAULED OUTSIDE THE CONSERVATION EASEMENT OR USED TO
BACKFILL ABANDONED CHANNEL BEFORE DEMOBILIZATION.
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28. FOR BOTH SEGMENTS, FIRST, EROSION AND SEDIMENT CONTROL WILL BE
INSTALLED, THEN THE NEW CHANNEL WILL BE DUG, STABILIZED WITH SEED, MULCH,
MATTING AND OTHER STRUCTURES, BUT SHALL NOT BE TIED INTO THE EXISTING
CHANNEL UNTIL A PUMP AROUND IS INSTALLED. DURING THIS PROCESS, THE CUT
MATERIAL FROM THE NEW CHANNEL WILL BE SYSTEMATICALLY MOVED TO THE
STOCKPILE AREAS (AND CONTAINED WITH SILT FENCE).
29. WHEN THE NEW CHANNEL IS ALMOST COMPLETE, A PUMP AROUND WILL BE SET UP.
30. SEE THE PUMP AROUND DETAIL FOR A MORE DETAILED EXPLANATION OF FLOW
DIVERSION. FOR OFFLINE REACH #2, THE PUMP AROUND WILL DIVERT WATER FROM
STATION 27+00 TO 31+00 ONCE THE CHANNEL IS DEWATERED, GRAVEL FROM THE OLD
CHANNEL WILL BE MOVED TO THE NEW CHANNEL AS SPECIFIED IN THE TYPICAL
SECTIONS. MATTING SHALL ALREADY BE IN PLACE AT THIS POINT SO THAT THE
GRAVEL HELPS REINFORCE THE TOE OF THE MATTING. THE DOWNSTREAM AND
UPSTREAM TIE-INS WILL BE COMPLETED AND STABILIZED, THE UPSTREAM CHANNEL
PLUG WILL BE BUILT AND THE WATER WILL BE RELEASED INTO THE NEW CHANNEL.
SILT SOCK WILL BE INSTALLED ALONG THE NEW CHANNEL TO PROTECT THE CHANNEL
FROM SEDIMENT. THE CONTRACTOR WILL THEN INSTALL A TEMPORARY TIMBER MAT
CROSSING TO ACCESS THE RIGHT SIDE OF THE CREEK IN ORDER TO FILL THE OLD
CHANNEL.
31. UPON FILLING THE OLD CHANNEL, ALL BARE AREAS SHALL BE SEEDED AND
32. MULCHED, THE SILT SOCKS SHALL BE REUSED AND REARRANGED TO PROTECT THE
NEW CHANNEL. THE TIMBER MAT SHALL BE REMOVED AND THE BANKS ADJACENT TO
THE MAT REPAIRED AND STABILIZED AS NECESSARY. STAGING AREAS WILL BE MOVED
TO OFFLINE REACH #1 AND ALL DISTURBED GROUND ON THE LEFT FLOODPLAIN WILL
BE SEEDED AND MULCHED. EXTRA SILT SOCK WILL BE REARRANGED TO PROTECT THE
NEW CHANNEL WHERE POSSIBLE.
33. FOR OFFLINE REACH #l, THE EROSION CONTROL AND CHANNEL CONSTRUCTION
PROCESS WILL PROCEED AS BEFORE. STAGING AREAS #4 AND #5 WILL BE USED AS
NEEDED AND WILL BE PROTECTED WITH SILT SOCK PRIOR TO USE. UPON NEARING
COMPLETION OF THE NEW CHANNEL, THE PUMP AROUND OPERATION WILL BE SET UP
TO PUMP FROM STATION 15+25 TO 23+25. THE SAME PROCEDURE AND REQUIREMENTS
APPLY AS WITH THE OTHER OFFLINE REACH. ANY AVAILABLE EXTRA BED MATERIAL
FROM OFFLINE REACH #1 WILL BE STOCKPILED AT STOCKPILE #1 FOR USE ON THE
UPSTREAM SECTION.
34. ONCE THE UPSTREAM AND DOWNSTREAM CONNECTIONS ARE MADE AND WATER IS
DIVERTED INTO THE NEW CHANNEL, A TEMPORARY CROSSING WILL BE SET UP AT
STATION 16+25 IN ORDER TO CROSS THE COMPLETED STREAM TO FILL THE ABANDONED
CHANNEL. DURING THIS PROCESS, SEDIMENT FROM STOCKPILE #1 (EXCEPT CHANNEL
GRAVEL) WILL BE EITHER MOVED INTO THE ABANDONED CHANNEL OR TAKEN
OFFSITE. THE PROCESS WILL THEN PROCEED AS WITH OFFLINE REACH #2 TO COMPLETE
THE STABILIZATION OF THE SITE. ALL AREAS BELOW STATION 16+00 WILL BE
FINALIZED, SEEDED AND MULCHED.
35. STAGING AREA #4 WILL BE USED TO COMPLETE PROFILE WORK AND STRUCTURE
INSTALLATIONS ON THE ON-LINE SECTION BETWEEN STATIONS 12+50 AND 15+50. BED
MATERIAL FROM OFFLINE REACH #1 WILL BE STOCKPILED AT STOCKPILE #1 FOR USE
ON THIS SECTION.
36. A PUMP AROUND WILL BE SET UP FROM STATION 12+59 TO STATION 15+50. THE
CHANNEL VEGETATION WILL BE TRIMMED BACK TO ALLOW FOR EQUIPMENT ACCESS
AND OPERATING ROOM. THE PROFILE GRADING AND STRUCTURE INSTALLATION
SHALL PROCEED FROM UPSTREAM TO DOWNSTREAM. UPON COMPLETION OF THE
WORK, WATER WILL BE RESTORED TO THE CHANNEL.
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Robinson Creek Restoration December 16, 2008
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TRIBUTARY
1. THE TRIBUTARY CONSTRUCTION WILL COMMENCE BY INSTALLING A DOUBLE ROW
OF SILT FENCE PARALLEL TO THE EXISTING RIGHT BANK OF THE TRIB. ALSO, EROSION
CONTROL FOR THE STAGING AREA AND THE DOWNHILL SIDE OF THE CULVERT
CROSSING WILL BE INSTALLED. THEN THE DIGGING OF THE NEW OFFLINE CHANNEL
WILL BEGIN. SOIL WILL BE STOCKPILED BETWEEN THE NEW AND EXISTING CHANNEL.
SUBSEQUENTLY, MOST OF THIS SOIL WILL BE PART OF THE NEW LEFT FLOODPLAIN-
THE DOUBLE ROW OF SILT FENCE WILL HEM IN THE STOCKPILE AREA.
2. ALL STRUCTURES, MATTING, AND OTHER STABILIZATION MEASURES WILL BE
INSTALLED. THE UPSTREAM TIE IN WILL BE LEFT UNTIL LAST. NO MORE CHANNEL
WILL BE DUG THAN CAN BE STABILIZED BY THE END OF THE DAY. MULCH WILL BE
APPLIED TO ALL DISTURBED AREAS AND BARE SOIL AT THE END OF EACH DAY.
3. THE RIGHT FLOODPLAIN AND THE LEFT FLOODPLAIN BENCH WILL BE COMPLETELY
STABILIZED. SILT SOCK WILL BE INSTALLED AT THE TOP OF THE BANK ON EITHER SIDE
TO PROTECT THE NEW CHANNEL. A PUMP AROUND WILL BE SET UP TO PUMP WATER
FROM THE EXISTING CHANNEL AT STATION 0+00 INTO THE NEW CHANNEL AT STATION
0+75. IMMEDIATELY, THE CONTRACTOR WILL PLUG THE LOWER END OF THE OLD
CHANNEL AND MOVE GRAVEL AND COBBLE BED MATERIAL FROM THE OLD CHANNEL
INTO THE NEW CHANNEL AS SPECIFIED IN THE TYPICAL CROSS SECTION.
4. ANY MATERIAL NEEDED TO FILL IN THE OLD CHANNEL WILL BE BORROWED FROM
THE OPTIONAL BORROW AREA AND THE BORROW AREA GRADED TO BLEND WITH
EXISTING CONTOURS, THEN STABILIZED WITH SEED AND MULCH. SILT FENCE WILL
REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED.
5. THEN, THE CULVERT WILL BE REMOVED AND THE OLD CHANNEL WILL BE PLUGGED
WITH A NON-SANDY MATERIAL AND THE UPSTREAM TIE IN CONSTRUCTED IN THE DRY.
UPON STABILIZATION OF THE TIE IN, THE PUMP AROUND WILL BE REMOVED.
6. A PUMP AROUND WILL BE SET UP FROM TRIB STATION 1+60 TO STATION 2+00 AND A
GEOLIFT WILL BE CONSTRUCTED TO MAKE UP THE LEFT BANK WHERE THE
DOWNSTREAM TIE IN IS LOCATED AND THE J-HOOK VANE AND COVER LOG WILL BE
INSTALLED PRIOR TO REMOVING THE PUMP AROUND.
7. FINISH FINE GRADING THE LEFT FLOODPLAIN AND SEED AND MULCH. THEN SET UP
EROSION CONTROL FOR THE STORMWATER WETLAND. EXCAVATE THE WETLAND
CELLS AND USE THE FILL TO FINISH FILLING THE ABANDONED VALLEY.
8. FINISH THE CONSTRUCTION OF THE WETLAND AND APPLY SEED AND MULCH TO ALL
EXPOSED AREAS.
*BANK AND FLOODPLAIN VEGETATION, INCLUDING BRUSH MATERIALS AND LIVE
STAKES, WILL BE INSTALLED DURING DORMANT SEASON, NOVEMBER TO APRIL.
*SILT FENCES WILL BE REMOVED ONCE PLANTING IS COMPLETE OR ONCE THEY ARE NO
LONGER NEEDED.
*CONSTRUCTION ENTRANCES AND SITE ACCESS WILL BE REPAIRED TO INITIAL
CONDITIONS PRIOR TO DEMOBILIZATION.
Page 13

A
Robinson Creek Restoration
Asheville, North Carolina
December 16, 2008
Figure 1. Project Location
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Project Site Map
Pioject Resch Pioposed Easet_ieat Ecnrdar Robinson Creek Re-toration
Buncombe C ounn•,1C
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