20061944 Ver 1_Restoration Plan_20080211

OG- Iq~`f
CLEARWATER ENVIRONMENTAL CONSULTANTS, INC.
February 7, 2008
Ms Cyndi Karoly
NC Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-165
Ms. Lori Beckwith
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801
RE: Lonesome Valley
Final Restoration Plans for 5701inear feet
USACE Action ID. 200700110
DWQ Project # 20061944
Jackson County, North Carolina
Q L~C~f~~'~~ D
FEB 1 i 2~~~3
DENR -WATER QUA~t!'r
NIETI.ANDS AND STORhIkVATEK t3RANCH
Lonesome Valley Development, LLC received USACE 404 (2007-00110-350) authorization and DWQ
401 certification (20061944) to (1) permanently impact 592 linear feet of streams for road construction
(Phases I and II). The applicant proposed to conduct 570 linear feet of stream restoration as part of the
mitigation plan for the project.
Special condition #8 of the DWQ 401 certification (attached) issued on February 23, 2007 requires receipt
of and approval for the final mitigation plan before the approved impacts referenced in the Certification
may occur. This letter respectfully requests DWQ review and approval of the enclosed final mitigation
plan to restore 5701inear feet of stream approved for stream restoration.
The applicant previously sent out a letter to both USACE and DWQ requesting a modification of this
mitigation on October 8, 2007. The applicant respectfully withdrawals that request for modification.
Please do not hesitate to contact me at 828-698-9800 if you have any questions or comments regarding
this information.
Si ~ c r~ ~ ,
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R. Clement Riddle, P.W.
Principal
cc: Kevin Barnett, DWQ
Lonesome Valley Development, LLC
Enclosed: Right Prong Logan Creek Restoration Project Preliminary Plans, Baker
718 Oakland Street
Hendersonville, North Carolina 28791
Phone: [phone] Fax: [phone]
www.cwenv.com

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
February 23, 2007
Mr. Shane Robichaud
Lonesome Valley Development, LLC
94 Lonesome Valley Road
Cashiers, NC 28717
Re: Lonesome Valley, Jackson County
DWQ #20061944; USACE Action ID No. 2007-00110-350
APPROVAL of 401 Water Quality Certification -REVISED
Dear Mr. Robichaud:
D l~ ¢,v-a ~s ``I
FEB 1 ~ 2008
DENR-vV.nrFk ~?U"~N
WETLpMDS AND STOt21~WATER Br2•'11'!CH
Attached hereto is a copy of Certification No. 3616 issued to Mr. Shane Robichaud, of the
Lonesome Valley Development, LLC, dated February 23, 2007. This Certification replaces
the Certification issued to you on February 16, 2006. In addition, you should get any other
federal, state or local permits before you go ahead with your project including (but not limited
to) Solid Waste, Sediment and Erosion Control,. Stormwater, Dam Safety, Non-discharge and
Water Supply Watershed regulations.
If we can be of further assistance, do not hesitate to contact us.
Sin er 1~
Alan
AWK/cbk/ijm
Attachments: Certificate of Completion
Alan W. Klimek, P.E. Director
Division of Water Quality
W. Klimek, P.E.
cc: Becky Fox, EPA, 1307 Firefly Road, Whittier, NC 28789
U.S. Army Corps of Engineers, Asheville Regulatory Field Office Wilmington District, USACOE
Kevin Barnett, DWQ, Asheville Regional Office
DLR Asheville Regional Office
File Copy
Central Files
Clement Riddle, Clear Water Environmental Consultants, Inc., 718 Oakland Street,
Hendersonville, NC 28791
Filename: 061944LonesomeVa lley(Jackson)401_IC_revised
Nose Carolina
401 OversighUExpress Review Permits Unit ~~6lC61~~1f
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]! Internet: http://h2o.enr.state.nc.uslncwetlands

Shane Robichaud and Lonesome Valley Development, LLC
Page 2 of 7
February 23, 2007
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public
Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of Water
Quality (DWQ) Regulations in 15 NCAC 2H, Section .0500 to Mr. Shane Robichaud of the
Lonesome Valley Development, LLC, to fi110.013 acres of wetland and 4441inear feet of
perennial stream in the Savannah River Basin, associated with the construction of the Lonesome
Valley residential development located on the north side of Highway 64, near Cashiers, Jackson
County, North Carolina, pursuant to an application filed on the 19th day of December of 2006, and
received by the DWQ on January 29, 2007, and by Public Notice issued by the U.S. Army Corps
of Engineers on January 25, 2007, and received by the DWQ on January 29, 2007.
The application and supporting documentation provides adequate assurance that the proposed
work will not result in a violation of applicable Water Quality Standards and discharge
guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the
applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if
conducted in accordance with the application, the supporting documentation, and conditions
hereinafter set forth.
This approval is only valid for the purpose and design submitted in the application materials and
as described in the Public Notice. If the project is changed, prior to notification a new
application for a new Certification is required. If the property is sold, the new owner must be
given a copy of the. Certification and approval letter and is thereby responsible for complying
with all conditions of this Certification. Any new owner must notify the Division and request the
Certification be issued in their name. Should wetland or stream fill be requested in the future,
additional compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6)
and (7). If any plan revisions from the approved site plan result in a change in stream or wetland
impact or an increase in impervious surfaces, the DWQ shall be notified in writing and a new
application for 401 Certification may be required. For this approval to be valid, compliance with
the conditions listed below is required.
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as ali of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
Amount A roved nits Plan Location or Reference
404/Wetland 0.013 (acres} A lication and Public Notice
Stream - erennial 444 (linear feet) A lication and Public Notice

Shane Robichaud and Lonesome Valley Development, LLC
Page 3 of 7
February 23, 2007
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on all construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control
measures and stormwater routing and treatment shall be on site at all times.
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the 404/401 Permit Application. Ali
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur;
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in wetlands
and waters is unavoidable, they shall be removed and the natural grade restored within six
months of the date that the Division of Land Resources has released the project;
5. Protective Fencing -The outside buffer, wetland or water boundary and along the construction
corridor within these boundaries approved under this authorization shall be clearly marked
with orange warning fencing (or similar high visibility material) for the areas that have been
approved to infringe within the buffer, wetland or water prior to any land disturbing activities
to ensure compliance with 15A NCAC 2B .0233 and GC 3404;
6. No Impacts Beyond those in Application
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
Continuing Compliance:
7. Mr. Shane Robichaud and the Lonesome Valley Development, LLC, shall conduct
construction activities in a manner consistent with State water quality standards (including

Shane Robichaud and Lonesome Valley Development, LLC
Page 4 of 7
February 23, 2007
any requirements resulting from compliance with section 303(d) of the Clean Water Act) and
any other appropriate requirements of State law and federal law. If the Division determines
that such standards or laws are not being met (including the failure to sustain a designated or
achieved use) or that State or federal law is being violated, or that further conditions are
necessary to assure compliance, the Division may reevaluate and modify this Certification to
include conditions appropriate to assure compliance with such standards and requirements in
accordance with 15A NCAC 2H.0507(d). Before modifying the Certification, the Division
shall notify Mr. Shane Robichaud and/or the Lonesome Valley Development, LLC, NC and
the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC
2H.0503 and provide opportunity for public hearing in accordance with 1 SA NCAC
2H.0504. Any new or revised conditions shall be provided to Mr. Shane Robichaud and/or
the Lonesome Valley Development, LLC, NC in writing, shall be provided to the United
States Army Corps of Engineers for reference in any Permit issued pursuant to Section 404
of the Clean Water Act, and shall also become conditions of the 404 Permit for the project;
Mitigation:
8. Compensatory Mitigation Using Onsite Restoration and Preservation
Mitigation must be provided for the proposed impacts. According to your conceptual
mitigation plan, referenced on page 3 of the Public Notice issued by the U.S. Army Corps of
Engineers on January 25, 2007, and received by the DWQ on January 29, 2007, you will be
restoring 570 Linear feet of onsite perennial stream, preserving 37,891 linear feet of perennial
stream with a minimum 25-foot buffer, and preserving 0.587 acres of wetland with a
minimum 25-foot buffer. never, the DWQ will require the receipt of and approval for
yctux final mitigation plan before the proposed impacts referenced in this Certification
may occur.
9. Turbidity Standard
The turbidity standard of 50 NTUs (Nephelometric Turbidity Units) shall not be exceeded as
described in 15 A NCAC 2B .0200. Appropriate sediment and erosion control practices must
be used to meet this standard. Shuld there be a violation of the turbidity standard, all work
shall cease until. such a point the measures are implemented to protect surface waters form
further violations.
10. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General Stormwater permit (NCGO10000) administered by DWQ is automatically
issued to the project. This General Permit allows Stormwater to be discharged during land
disturbing construction activities as stipulated by conditions in the permit. If your project is
covered by this permit [applicable to construction projects that disturb one (1) or more acres],
full compliance with permit conditions including the sedimentation control plan, seIf-
monitoring, record keeping and reporting requirements are required. A copy of this permit

Shane Robichaud and Lonesome Valley Development, LLC
Page 5 of 7
February 23, 2007
and monitoring report forms may be found at
http://h2o.enr.state.nc.us/su/Forms Documents.htm.
11. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate:
12. Temporary Fills
All temporary fill and culverts shall be removed and the impacted area returned to the
original grade, including each stream's original cross sectional dimensions, planform pattern,
and longitudinal bed and bed profile after construction is complete or within 6 months of the
establishment of the crossing, which ever is sooner, and the various sites shall be stabilized
with natural woody vegetation (except for the maintenance areas of permanent utility
crossings) and restored to prevent erosion. If the crossings are not completely
removed and restored as described above within the specified time above, additional written
approval from this Office must be obtained to modify this condition.
13. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section dimensions,
pattern, and longitudinal prof le) must be maintained above and below locations of each
culvert. Culverts shall be designed and installed to allow for aquatic life movement as well as
to prevent head cutting of the streams. If any of the existing pipes are or become perched, the
appropriate stream grade shall be re-established or, if the pipes installed in a perched manner,
the pipes shall be removed and re-installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culverts}. Existing stream dimensions (including the cross
section dimensions, pattern and longitudinal profile) shall be maintained above and below
locations of each culvert. Therefore, you must provide plans with adequate details that
indicate that the current stability of the stream will be maintained or enhanced. You must
receive written approval from this Office for the above plans before the culvert(s) is installed.
Culvert(s) must be installed according to approved plans.
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of rip-rap or other bank hardening
methods. If rip-rap is necessary, it shall not be placed in the stream bed, unless specifically
approved by the Division of Water Quality.

Shane Robichaud and Lonesome Valley Development, LLC
Page 6 of 7
February 23, 2007
14. Riparian Zone Replanting
Replanting of vegetation within disturbed areas located within 25 feet of the streambanlc
associated with any land disturbing activity, repair, replacement and/or maintenance must be
done in a manner consistent with the Guidelines for Riparian Buffer Restoration immediately
following construction. (Please see attached.)
15. Culverts that are less than 48 inches in diameter should be installed with 20% of the diameter
of the culvert placed below the level of the stream bottom to allow the accumulation of
stream bed materials and to facilitate aquatic life passage during periods of low stream flow.
Larger diameter culverts should be placed 1 foot below the stream bottom. Culverts should
be placed in the main flow channel (i.e. thalweg). Partial burial of culverts in this manner
also may require increasing their size to accommodate flow requirements.
16. If concrete is used during construction (e.g., headwalls), a dry work area must be maintained
to prevent direct contact between curing concrete and stream water. Water that inadvertently
contacts live concrete should not be discharged to surface waters due to the potential for
water chemistry change and a fish kill.
17. Rock, sand, or other materials shall not be dredged from the stream channels except in the
immediate vicinity of the crossings. Instream dredging has severe effects on aquatic life and
disturbance of the natural form of the channel can cause downstream erosion problems. The
natural dimension, pattern, and profile of the channels adjacent to the crossings shall not be
modified by widening or changing their depths.
18. Sandbags, flexible pipe, or other diversion structures should be used to avoid excavation in
flowing water. Materials used for flow diversions should be removed from the streambed
after completing the construction work. Any diversion channels must be lined with fabric
and/or rock.
19. Any rip-rap placed for inlet or outlet stabilization should be clean and limited to the stream
bank below the high water mark and vegetation should be used above. Rip rap must not be
placed in stream channels in a manner that obstructs fish passage.
20. All crossings should be constructed as close to perpendicular to the stream channels as
possible to minimize stream and buffer disturbance. Road and utility alignments should be
set-back as far as possible from stream channels to minimize sedimentation and buffer
disturbance.
2I . Riparian vegetation, especially trees and shrubs, should be preserved as much as possible:
Native woody vegetation (e.g., rhododendron, dog hobble, silky dogwood, sycamore, river
birch, red maple) should be reestablished upstream and downstream of the stream crossings if
it is removed during construction to provide bank stability and shading. We encourage the
use of native plants that must be removed from permanently disturbed areas.

Shane Robichaud and Lonesome Valley Development, LLC
Page 7 of 7
February 23, 2007
22. All mechanized equipment operated near surface waters should be inspected and maintained
regularly to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids or
other toxic materials.
23. Discharging hydroseed mixtures and washing out hydroseeders and other equipment in or
adjacent to surface waters is prohibited.
24. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401 Oversight/Express Review Permitting Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-
1650.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters
as depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon
written request within sixty (60) days following receipt of this Certification. This request must be
in the form of a written. petition conforming to Chapter 150B of the North Carolina General
Statutes and filed with the Office of Administrative Hearings, 6714 Mail -Service Center,
Raleigh, N.C. 27699-6714. If modifications are made to an original Certification, you have the
right to an adjudicatory hearing on the modifications upon written request within sixty (60) days
following receipt of the Certification. Unless such demands are made, this Certification shall be
final and binding.
This the 23`d day F ary 2007
DIV T N F T -- UALITY
Alan W. Klimek, P.E.
3616
AWK/cbk/ijm

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NOT TO SCALE
Lonesome Valley Company, Inc.
' Pr n Lo an Creek Restoration Pro 'ect
Right o g g ,1
PRELIMINARY
DO NOT USB FOR C~
Cashiers, North Carolina
INDEX OF SHEETS
1 Title Sheet
2 Symbology and
Consbuction Nates
3-0 .. .... ...... Plan and Profile
5 ........... Typical Sections
fi-8 ....................... Details
PROJECT ENGINEER
PRELIMINARY PLANS
Do Not Use For Construction
P.E.
SIGAa TUBE:
atum escnp ion:
Horizontal Datum is based on NC6S NAD 83.
Temporary contol points are present on sfte
and will be used to establish grade and
position by a Bakerrepresentative at the time
Of ConStNCtIOn.
Point ID Northing Easting Elevation
GPS-1 530280.75 785846.59 3182.10
GPS-2 529915.74 785744.60 3178.44
CP-11 527873.24 786038.59 3171.04
CP-12 527629.79 786223.16 3163.74
DESIGNED: MMC
DRAWN: MDR
APPROVED:
Date,
013012007

LEGEND OF SYMBOLS
SOIL GEOLIFT c
BUNKER e
ROOTWAD e
LOG VANE e
-0 LOG SILL CASCADE e
-SF SILT FENCE ~
------ STREAM THALWEG LINE
0 SAFETY FENCE
LOG CROSS VANE ~ ~ TREE TO REMOVE
O COVER LOG ;
/~ STAGING AREA
~J~`-'v 80ULDER TOE 6 /-j
~Q
O J-HOOK LOG VANE ~
GENERAL NOTES
1. THE CONTRACTOR SHALL FOLLOW THE APPROVED SWPPP AND SHALL INSTALL MEASURES AS
SHOWN ON THESE PLANS AND IN THE NC EROSION AND SEDIMENT CONTROL HANDBOOK.
2. EXISTING NATIVE VEGETATION WITHIN THE PROJECT LIMITS SHALL BE PROTECTED OR
TRANSPLANTED TO THE EXTENT FEASIBLE.
3. THE UTILITY LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL
HAVE ALL UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS MARKED PRIOR TO BEGINNING
CONSTRUCTION.
SUMMARY OF QUANTITIES
ITEM DESCRIPTION QUANTITY UNIT
A M081LIZATION AND DEMOBILIZATION 1 ea
B SAFETY FENCE 16D' ft
C SEDIMENT FENCE 220' ft
D EROSION CONTROL MATTING 500' ft
E GRADING -CUT 47B~ ds'
F GRADING -FILL 125 yds'
G CLASS B STONE 10 tons
H BOULDERS 35 tons
I FILTER FABRIC iDOD fta
J ROOT WADS 2D eo
K LOGS B"-20° DIAMETER x 20' 18 ea
L LOGS B"-20" DIAMETER x 20' 30 ea
M LIVE STAKES
N WOODY VEGETATION 150 stems
0 PERMANENT SEEDING 6 Ibs
P TEMPORARY SEEDING 16 Ibs
U MULCH 35 bales
GENERAL CONSTRUCTION SEQUENCE
Consimction shall be performed hr general accordance with the following sequence:
L Construction access and a staging area will be established in the vicinity of the upper
end of the project Equipment and materials will be mobilized to these bcations.
2. Construction will proceed upstream to do+vnstreanr. Temporan sand bag coffer dams
will be installed upstream of each work area and flow hr the work reach will be
diverted with a pump and piping. The length of each diversion Tvill be approximately
31111 ro X00 Iineaz feet.
3. Temporary stream crossings will be installed at locations shown on the plans.
4. Reach 2 construction imoh'es both enhancement to the existing channel and creation
of new off-line channel. Flow diversions will be staged according to lengths of sub-
rcaches and site constraints.
5 Reach 3 construction will be similar to that proposed for reach 1.
6. Clearing and grubbing within the grading limits will be performed so as to limit
sediment migration off-site. Logs and root wads from trees larger than 10 inches in
diameter will be stockpiled for use in in-stream structures.
7. In areas wfiere new channel will be constructed salvageable native vegetation
(doghobble, rhododendron; yellowrool. etc.), mats will be harvested for transplanting.
These mats will be excavated and moved to the banks of the new channel sections.
8. The new channel sections will be stabilized with in-stream sWctures, erosionconttol
matting and seed before turning water into these sections. Compacted soil channel
plugs gill be installed in areas where the new channel diverges from the original
channel and the original, abandoned channel sections will be backf lied.
9. Dewatering of off-line channel sections is expected to be minor. Any water pumped
during dewutering operations in the off-lute sections will be diverted through a
sediment fdter before being discharged into the downstream reach.
10. Earthwork will 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 newclrannel
segment.
I1. Excess soil materials will be stockpiled outside the lbodplain it the staging areas,
with silt fence installed on the stream side(s) of the base of the stockpiles and
maintained when sediment has accumulated above one third of the height of the silt
fence andlor the silt fence has failed. This excess material will be hauled outside the
consen anon easement or used to backfill abandoned channel before demobilization.
12. The flow diversions and stream crossings will be removed when no longer needed
and the banks in these areas stabilized with seeding and matting.
13. Bank and floodplain vegetation, including brush materials and live stakes, will be
installed during dormant season, November to April.
ld. Construction entrances; staging areas and silt fences will be removed once planting is
complete or once they are no longer needed.
Plant List -Logan Creek
Scientific Name Common Name Awlmiiay kr plading
Cbsened
favarcfnrv Traoc Snachn on sic. &B Contains Barsoot liners L'n4 stake
Ts caiuoansis Canada Hembck hdudial es X X
Frzxiws mix lwnica Green Ash hdudud yes % %
UrkxleMrontuA'aa Tuli P tar hdudual yes X X
Acsrobmm Red Maple hdudual es X X
Pirnrs sfrobus Whie Pine hdddual es X X X
Ccamus albs Whie oak ndudud es X X X
IXrenus abra Red OaN ndudual es X X X
ssas !,ca Black Gum ndudual es X % X
Piatarxas occideriaNs S amore hdudual no X % X
Ca lobo Pi W Hlcko hdudual es X
BetWa krrta Ch Birch hdudual yes % X
Namainalis ~ inuna Witch Hazel ndddual es X X x
Comus fla~da Flouedn D d ndddual es X X X
Comus adem0olia AllematNea~zd0 od ndudual es X
Pwws sanding Black Ch ~ ndudual es X
Ubumum cassiroidas Possamhaw ndudud es X
Ga lussacia baccata Black Hucne Clum d es X
Ilex rradana Mantain Holl ndudual es X
lens bem Bufido Nut hdudual es X
Rhododendron maxima Aoseba Rhododendan hdudaal ¢s X
Kadna letddia Mountain Laurel hdudaal es X
Leuedhw avllaris var eddolum Do Hobde Clum es X %
Rhododendron wEro.sum Swam Aulw hdudaal yes X X X
Rladcdendron aiborescens Smdh PZdea hdudial yes X X X
Xarthah _asun s¢sdna Yellaa ftod Clum es X X
Cldha a<umunata Cinnamon gethm hdudml es X
Alrw.s senators Ta Alder hdudual es X
Sambucus canadensis EI ~ Clam es X % % X
a arbarescens Maintain H don ~ Clam es X
Diervida sauddolia Sadhem Bush Han suckle Gum es X
S ~ atommtosa Hardtack hdddaal es X
Comas amomum Silk D ad Clum iro X X X X
Sc" ns c rotas Bul Rush seed ink yes 5%
q rasfu sibs Redo seed and no 15%
Carexwlpiraiiea Fox Se a Bred ma no 10%
EI sN in3us Vir ~nia Wid a seed and no a7%
Junius eflisus Sot Rush sced ma no 5%
Parktum claMesfirum Dea Tan a seed inn es 1096
Po wr ns nkum Smams<ed seed rote no 5%
Brderts frandosa Be ers Tcks seed mh no 5%
Co ulancokla Lanceleakd Cored n seed mix no 15%
Cassie fascisWafa Pandd Pea seed inn no 5M.
Verbesina attemAolia Win stem seed mix es 5%
Herbaceous-tem ova seedln for erosion control
secak cereak Bmnnl Millet Is nn . summsj ure seed no 100% seed 401bs1A
Brachkrk ranrosa R eCxain Il. x~la ure seed no 100% seed 1156s1A
DRAWN:
APPROVED:
Date
8130/2007
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Prepared for the Office of~
T N ~ W Lonesome Valley Development
o P.O. Box 3269
Caehiere, NC 28717
Phone~828-743-7696
,~ Fax [phone]
RIGHT PRONG LOGAN CREEK
RESTORATION PROJECT
CASHIERS, NC
PLAN AND PROFILE
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797 Haywood Road, Suite
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PRELIMINARY PLANS
Ff DO NOT USE FOR CONSTRUCTION
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Phoney 828-743-7696 TYPICAL SECTIONS ~9~ HayWOOa Road, suite 201 IA~
Fax e2e-743-793a Asheville NC 28806
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DESIGNED: MSC
DRAWN: MQg
APPROVED:
D
TUCK EROSION CONTROL MATTING ate.
BEHIND BOULDERS IN BANK. TOP OF BANK 8 13012007
EROSION CONTROL MATTIN ILTER FABRIC LAYS OVER
TOP OF BOULDER.

F ROOT WAD DOES NOT BOULDER TOE
INSTALLED BELOW STREAM BED ~y
F-tZ
COVER ENTIRE BANK & ~~
BERM (0.5' MAXIMUM HT.) CONSTRUCTION IS

o
BETWEEN MID OCTOBER
_ BnsEFLOw

a'a
BERMS) NOT TO EXTEND ~ ~
BEYOND LIMITS OF ROOT TO MID MARCH, BANK \ '
~"
WADS SHALL BE PROTECTED ~
~
WITH BRUSH LAYER
(SEE DETAIL) OOTER BOULDER
FILTER FABRIC Q~~
TOP OF (SEE NOTE)
BANK1 COVER LOG Zy
SHALL BE '~'a5
FLOODPLAIN 1 ANCHORED ~a
BANKFULL STAGE ------
/ ~
CROSS SECTION VIEW f Wo
EROSION F
~ FOOTER LOGS I a
°
CONTROL OR WITH A NOTE: +
a
MATTING ~ 1 3 OF ROOT MASS BOULDER BOULDERS SHOULD EXTEND BELOW SCOUR DEPTH AND ABOVE
1
/ HEIGHT SHAD BE
LOCATED BELOW .
BASE FLOW WATER LEVELS. FOOTER BOULDERS MAY BE REQUIRED,
DEPENDING ON E%ISTING BED MATERIAL.
8-12 FEET STREAM BED ROOT WAD I
I
IZED
P
) ACE IS M
N
M
.
2. TOE BOULDERS SHALL BE TOUCHING SO THAT VOID S
"'~'~"`"
~
~
LONG >10
DIAMETER (TYP) 3. THE MAJORITY OF THE BOULDER SHOULD BE BURIED IN THE STREAM BANK,
LEAVING FACE OF BOULDER E%POSED TO FLOW. ^
~
:
~ ~„ ~;~ ;',N
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•~" ~
FILTER FABRIC SHOULD BE PLACED BEHIND BOULDER TOE, BURIED BELOW
4 ~~
FOOTER LOG .
AND E%TEND INTO THE BANK
TH >
.
,
BOULDER DEP ~ ;~
(TRENCHING METHOD 5. EROSION CONTROL MATTING SHOULD BE PLACED AGAINST BOULDER ~ ~p ~
`
ONLY) BEFORE BACKFILL, THEN FOLDED BACK OVER SEEDED BANK SLOPE. BOULDER -" w; 0 ~
CROSS-SECTION VIEW PLAN VIEW 6. BOULDER TOE SHOULD BE BACKFILLED AND COMPACTED, ~
N
`
VOID SPACE BETWEEN FABRIC AND BOULDER TOE SHOULD BE MINIMIZED. PLAN VIEW k.` p
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U
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7. BOULDER TOE SHOULD NOT E%CEED MA%IMUM BANKFULL ELEVATION. _
~,, p Z
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ROOT WAD 2 BOULDER TOE •."~Q
~
6 NOT TO SCALE 6 NOT TO SCALE
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COIR EROSION CONTROL m m ~--FLOW
5TR AMB Z
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MATTING ENCOMPASSES LIFT
MATTING FOR SECOND LIFT SHOULD w w CLASS B STONE ~ Z J
'
OVERLAP AT LEAST 2 N N BACKFILL ~
~ FILTER FABRIC ~ w Q
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~t~~ STAKE TOP LAYER
" 3
' VANE LOG
'
~ w ~ ~
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-=1 TRENCH
OF MATTING IN 6 MIN
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4
BRACE LOG Q
W U
aT oR SLGHTLY ~ SECTION A-A' THROUGH LOG VANE w
BELOW BED ELEVATION CLASS. 8 STONE TOp U
OF BURIED IN NOTES Z
BANK 4' MIN BANK 1. USE FILTER FABRIC TO Q

RIFFLE CROSS SECTION (TYP 25'
A SEAL GAPS BETWEEN LOGS. p
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2. NAIL FILTER FABRIC TO
EDGE OF TOP OF FOOTER LOG USING
"
10d GALVANIZED COMMON
FILTER FABRIC 3
NAIL ON 2' SPACING ALONG
LOG.
JA c
MATTING FOR SECOND LIFT

' SHOULD PACE ONE BOULDER TOP OF BANK
m
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OVERLAP AT LEAST 2 ON EACH SIDE OF VANE ARM SET ELEVATION OF TOP OF LOGS TO
R
F
TR Sts ~ ~
u m ~
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.;. EAMBED.
M OR USE LOG DESIRED ELEVATION O
S
BANKFULL BANKFULL TO STABLILZE A c
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", 5 STAKE TOP LAYER WIDTH WIDTH POST OR ANCHOR LOG ~ t`
u ><
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OF MATTING IN 6' TRENCH 1 2 BANKFULL
~ 3-5
J B `
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0 'm $ ~ a m
m a
AT OR SLIGHTLY ~ --
STAGE STREAM BED
PLAN VIEW
~ - > • m
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a
BELOW BED ELEVATION CLASS 8 STONE
NOTES 3'MIN ° E
~ ~ m
m

1. LOGS SHALL BE AT LEAST 12 INCHES IN o
m c O a ~
DIAMETER, RELATIVELY STRAIGHT, 12" DIAMETER BRACE LOG ~ G
POOL CROSS SECTION AND HARDWOOD. FOOTER LOG ATTACHED TO VANE LOGS J
2. VANE ARM LOG SHALL BE BURIED INTO ON BOTH SIDES
THE BANK A MINIMUM OF 5 FEET.
PROFILE B-B'
File Name
3 SOIL GEOLIFT 4 LOG VANE `°°°°m`°°"`YW`Ad.9
Drawing Sheet No.
6 NOT TO SCALE 6 NOT TO SCALE f
sheet0e
9

DESIGNED: MM
DRAWN: MDR
jpP APPROVED:
1/3 BOTTOM OF ~~
WIDTH OF BANK Br~arzoo7
TOE OF BANK CHANNEL BASEFLOW
TOP OF BANK
FLOW WATER ~
LEAVE 1' - 2' SURFACE
F GAPS 4% - 7% ~ ELEVATION 0~ Qo
a~
TOE OF 1/2 BURY 3 FT INTO
__~' BANK STR AM ED _ _ _ BANK_F_ULL STREAM BED TOP OF COVER LOG AT BANK SHALL p''a
A ~ ~ ~ ' ,`" MATCH ELEVATION AT HEAD OF NEXT ~z
'~ ~ ~;~ ~_-- ~ DOWNSTREAM RIFFLE ac°~
A DEPTH OF FOOTER LOG SHOULD,f`~ BASEFLOW STREAMBANK x
B EQUAL 1.5 MAX SCOUR DEPTH; BRACE POST TOP WATER ~o°,
SCOUR POOL FOOTER LOG pF SURFACE Z N
NOTE: BANK ~ ~' . ELEVATION ~~
STET ELEVATION OF TOP OF LOGS CROSS ~Sy a i
IECE TO DESIRED ELEVATION OF STREAMBED 0'-12' `
5C p W
ELEVATION VIEW RoorwNOT o
ASEFLOW ~3 F PLACE BOULDER ON TOP ~
L SHOWN FOR a+
' ~---FLOW CLARITY WATER OF LOG TO STABLIZE
STREAMBED BURY 3 FT SURFACE '~,, ~'~
SCOUR ELEVATION
POOL $ACKFILL INTO STREA I
`CLASS B STONE l-
SCOUR POOL EXCAVATED J BANK ELEVATION VIEW t~~x~'~ y ~
FILTER FABRIC ~ ~
PER DIRECTION OF ENGINEER ~ ~
PLAN VIEW I ~
~I 4' MIN ~ NOTE
OG SHALL BE A HARDWOOD '~ ~°-''o~
1. L

" MINIMUM s., ,
0
$~ ~~~; ow

-=--='---r`
S LIFT}
s(~)
F(DEGREES) 17
6
»
~ SPECIES WITH A 8-12
DIAMETER
PLAN VIEW ~'' ~ ~
~., ~~`~ 3 ~
`;,wt: a_
_ ;`,m>
" ` = a1
2 COVER LOG ',~ ~Q
~ J HOOK LOG VANE W/ or W/0 HOOK 7 NOT TO SCALE
~ NOT TO SCALE
E
0
rn
' M Y
~ TOP OF BANK W t-
I STREAMBANKS U W
• ~O 4%-77> ~ (6' MAX. WITHOUT WIRE) Z ~ U
O ^ ~
~ 1/2 _
M 12 t/2 GAUGE MIN. C7 a ui J
~ \~ ~~~BRACE LOG TR AM / _ _ ANKFULL MIDDLE AND VERTICAL WIRES O O_ W_ Q
BURIED IN ~f~ ~ ~ 10 GAUGE MIN. TO
~ BANK (~, ~ LOGS SHOULD BE ~ ~ DEPTH OF, FOOTER LOG SHOULD -~ - - ~ - ~- - AND BOTTOM STRANDS O ~ _ ~""'
3 \ _'~ BURIED IN BANK AT ~ ~ EQUAL 1.5 MAX SCOUR DEPTH O ~ Q W
a ~ / ~gURIED IN BRACE POST ~ O U Q
Q ~ LEAST 6 FEET /~ BANK SCOUR POOL FOOTER LOG a H
U Q `FILTER FABRIC NOTE: = W
3 FILTER FABRIC
~ ~ P SET ELEVATION pF TOP OF LOGS CROSS U' ~
v A / PIECE TO DESIRED ELEVATION OF STREAMBED
v 2D•-3o' zo•-3a' ELEVATION VIEW - '
o L _ ~ l BURIED IN WIRE ILTER FABRIC
m \ / -BANK
v
~ A' FABRIC NOTES:
~ ~ ~ STREAMBED ~-FLOW 1) WIRE SHALL BE MINIMUM OF 32" WIDE WITH
~1 ,~+ 1 6 LINE WIRES WITH 12" STAY SPACING ~
'~ BANKFULL BANK/FULL BANK/FULL BACKFILL FILTER FABRIC 2) FILTER FABRIC SHALL BE MINIMUM OF 36" '~
° PLAN VIEW ~ CLASS B STONE WIDE AND FASTENED TO WIRE "
/ m
FILTER FABRIC 3) USE 5' STEEL POST MADE OF ANGLE IRON u 0 ~` ~ ~
~ 30 , COMPACTED FILL WITH SELF-FASTENERS ~ 0 N N n
a NOTCH SHALL BE CUT ~ 20% -- $ 0 K 2
> 2 WIDER THAN THE 4' MIN , 0 f n
DIAMETER OF THE LOG .{ _ ~ 0 i
~ ' -+)12" MINT- TO FIT IN NOTCH I '^i ! -i `- T=i I ~! I I ~ tl m ~ ~ N
E ' SECTION A-A' THROUGH LOG VANE PLAN VIEW OF NOTCH _'~~ (i~Ti g A I-~ ~' i^~ ! i > 4 m
~ ~ Eaao~
~ STEEL POST - 2'-0" DEPTH m 0 p a LL
o ~-- L4J g g
J I
0
a rv~ I~-CUT NOTC a J
~ O E g
o ~ EWIRESNTO~RENCHIC AND
j ~ SIDE VIEW OF NOTCH
File Name
4 SILT FENCE lonesomeVolleyWCAdwg
a 3 LOG CROSS VANE Drawing Sheet NO.
~ NOT. TO SCALE Sheet7ofB
• ~' ~ NOT TO SCALE

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PLAN VIEW
ONSTRUCTEU BANK
BUNKER
8 NOT TO SCALE
10' 10'
WATER
SURFACE
o ~ / ~ ~, C
A ~~ `~" L_~ PROTECT TOE
WI1H 1~ THICK
RIPRAP PAD
~' FILTER (TYP)
FABRIC
PROFILE VIEW
2"-1
IEMBEDI
~4 MINA
INTD BANK
EXISTNG BEO OF
HANNEL
SECTION VIEW
NOTE:
" 1. EMBED BOTTOM LOG 0.5' MIN INTO EXISTING BED. TIE
LOGS 4' HORIZONTAL INTO EXISTING BANKS.
~Y~A~i' 10
nvE sDIL
10'
PLAN VIEW
ABED LOGS 4
TO BANK
e LOG SILL CASCADE
8 NOT TO SCALE
BASEFLOW
GEOTEXTILE
LOGS
NOTES
1. USE FILTER FABRIC TO SEAL GAPS
BETWEEN LOGS.
SECTION A-A 2. NAIL FILTER FABRIC TO TOP OF
FOOTER LOG USING 3" 10d
rTRANSPIANTS GALVANIZED COMMON NAIL ON 2'
I SPACING ALONG LOG.
OR BOULDERS
SECTION B-B
CROSS-SECTION VIEW
DRAwN:
APPROVED:
Date
81302007
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File Name
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Drawing Sheet No
Sheet 8 of B