20051812 Ver 1_Complete File_20060206

05/1'6/06 TUE 13:43 FAX [phone] MACON CTY
..i x.,i?;.<.li•lt.Jll i!t l_1)lil;•)1 'Z1i)t7
?-3-v1?
#05-1811
- i :1.: . _..... M=.T.r7

MaCc)n Ccxjnty
Peeks Creek EWN (DSR - #Z)
i.:....... 200
G-
1& 002

!F' _ - U4
:... C _
,
:
.!:.. ll._ I)t ?b
1_k!'
(^ll_I;{lit5 (_l('_ti!(::Iti,lr: ]Cllr
r
1'

_ 1•
_. '.1;
t' :)•-
.... .. ?lt:l l
a i.. i! C' !... ,:1 .:
;1,
1 l%
l?•• ?. u
1.
t
\.
1-
' 1
't.
1
x
,
I.•I•+t ill _
Nt
1 . ..•.
.
_
v. v
..
.1.\:1,
..
1,
. h ...

-?rJ?7jliC171t',5' t V ion
t Sam K. Greenwood, Co nt ma d
tiliC. the tZ;C i71. !:7h!iitl.:;• d--,L- ca.,;_ wl',7fl'?+"^?... ?,.•-
It:,::d .:? tfl,_ C,f;t:r' ?t:\:,'1 i7 , ?• c•'. :iii!' :i.I; J..,i,. - r, - ' ... _:,
1r:1C C:1,7 S:ILI_1!fir! ?% :i obLt ,11 co b, blt:lr. Wolin I_ \ !
:1 ter u:llitr' [.,'cc•tii?rati? 1 and ti!!ff-er R7_llc;, :'prJw,:;.t E1rI: aad s e?_t '!
SUC1)t •r•1 I ?' r I C:1.a7i1?.
:7.ltl
_ rP7ZL?S CL'7-1LfL:li1ion
•
115' C: I 1 'r . ,i: .. ? 1, ?. C' •lt•' t t: ; i t V ', .'•:C1f; Cl _°.:1C:_ o: a5
.1 [rl? C)} Ste. :?f;?;1 'J[ C :. J :flb[I' t!^.Il S::f:Fl C:: 1: r`a'. C:tr:,lll.:f,:::i irl etas \ L7:'. .'t t Ct) l'`. f7l 1c ` f
,ol::nli:l;:c? lnt{ - -?) I[ li.lIil 111U 1:1;MIia
;c lity c t.:T'CIr1L:1[ 1011 and 17 111"lCr [tll Qj [}::' r _???
li I t ?yiJ[<t• 1111'6 I 1 :) 'i\'._ 1):.J!'I? al;\'? n C''?ttlt::lt1UI?'•,
•I'••-1'?C.+.. _'.Ciifl'! IIGIf?I'11i' ? '

I,f this prwect was de i p.ed by c: (:'Ertifi,Prl Pr:)fessit»trl
Mark D. Csthe1',
. ..-....._-.. ?t=s nal g" c.cr
•::.. ?I,. ?•/:;r. att. l in ti,C, 5;,I c- ?. ?. ? ;i- l-;!•_ir.:::.r.
. . lt C. C:.rckn,1. f'71l'%il! (r•_'r['C1tcail'/.
VL:.l [::[:c,'•? "til•= ?I`II:;!h.'L'C:?7i1 l1l ,.1.'. [;r?? ?? ?'1 ?t L.
ti:l f;:'reb;% t,: Gllilt'itCl.S. (!!h C11':'
Jt. cli,.?a; used i? rt'_ chs._''. ?
:Jlli:.n i)f IC'70 r. Ci;t 1!0 11 .i,ICl7 0.i L the Ci;(7_L Ui:I1,:n '.t 1:; 1:"b :C"?d rt) l;r_t f'.ul.l ?4'Slllrl
1:)Si:lll[!]i LC':[l'i)f1ai.C ;Jali !^;'rli ?'1 tl!u 401 1Y1[ter (,)
uality (::Crtitil_:t[ion rlll Bufft.r lZuk!S. tiw.IJ;:r: and
.? Il'l: G:.•'taf5
249`:i__.- ... ED ate s???°%{o
D
MAY 2 2 2006
DENR - WATER QUALITY
V;Ei1ANDSAND STORMWATER BRANCH
05/16/2006 TUE 13:31 [TX/RX NO 93081 1?J002

CERTIFICATE OF COMPLETION
I, Mcz r k 2.- Cc.Aw , as a duly registered Professional
(i.e. Engineer, Landscape Archi ct, Surveyor, etc) in the State of North Carolina, having been
authorized to observe (eriodically, weekly, full time) the construction of the project for the
Permittee hereby state that to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within.
substantial compliance and intent of the 404 (Nationwide Permit No. 37, ID No. 200533152),
terms and conditions of said permit, the approved plans and specifications, and other supporting
materials.
Signature: ?'?? ?? A' Z';WM't- Registration No. 93 Date: ?? p
M •
A S S O C I A T E S
May 16, 2006
Mr. Sam Greenwood
County Manager
Courthouse Annex
5 West Main Street
Franklin, NC 28734
Dear Mr. Greenwood,
Re: Engineer's Certification
Emergency Watershed Protection,
Stream Repair Site, Macon County
Peeks Creek
Pursuant to your request, McGill Associates is providing this certification of completion
for the Peeks Creek Site, DSR #2, Stream Repairs and Bank Stabilization Plan. The
renovation and planting was directed and observed by personnel from McGill Associates and
Fish and Wildlife Associates throughout the duration of construction.
Engineer's Certification
I Mark D. Cathey, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe periodically the construction of the project
Macon County EWP, Peeks Creek Site Stream Repairs and Bank Stabilization Plan DSR #2,
located in Macon County, North Carolina for the permittee, do hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that
the construction was observed to be built within substantial compliance and intent of the issued
401/404 Permit and the approved plans and specifications.
? .14 Z ?'143
Signature Registration No.
Please do not hesitate to call if you have any questions or need any additional
information.
Sincerely,
McGILL ASSOCIATES, P.A.
1:projects\2005\05309\Letters\sg 16may06.doc
MARK D. CATHEY, P.E.
Engineering Planning • Finance
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]
GM
A S S O C I A T E S
May 16, 2006
Ms. Cyndi Karoly, Supervisor
401 Oversight and Express Permits Unit
1650 Mail Service Center
Mail Service Center
Raleigh, NC 27699-1650
Re: Certificate of Completion
DWQ Project #: 05-1812 ver.2
EWP Project - Peeks Creek
Macon County, North Carolina
Dear Ms. Karoly:
Attached please find a copy of the Certificate of Completion for the above-referenced
project. Please do not hesitate to call if you have any questions
Sincerely,
McGILL ASSOCIATES, P.A.
_0: !x e??4/
MARK D. CATHEY, P.E.
Enclosure
cc: Mr. Kevin Barnett, NCDENR DWQ, w/enclosure
Mr. Sam Greenwood, Macon County, w/enclosure
05309/letters/CK 16may06. doc
Lp. k?q R 0 W R P
MAY 2 2 2006
DENR - Y'1ATER QU.+L.ITr
WETLANDS AND STO.RAWATE.R BRANCH
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 3, 2006
Sam K. Greenwood,
Macon County
Courthouse Annex
5 West Main Street
Franklin, NC 28734
County Manager
Subject Property: Peeks Creek EWP (DSR - #2)
DWQ Project # 05-1812 Ver. 2
Macon County
R kr-C-171ROWNi 5
JAN 1 2 2006
Approval of 401 Water Quality Certification with Additional Condi NR-WATERQUALITY
DS AND STORMWATER BRANCH
Dear Mr. Greenwood:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise impact 903 linear feet of streams for the purpose
of streambank stabilization and woody debris removal / trash removal at the subject
properties, as described within your modification request received by the Asheville
Regional Office of the N.C. Division of Water Quality (DWQ) on January. 3, 2006. This
modification include additional stream impacts to provide for an appropriate channel
dimension, pattern and profile through the mid-channel island 'located at approximately
Station 26+ 00 through 29'+ 00. It should be noted that all septic tanks located within
this area must be pumped out and filled in with inert material prior to the stream location
activity. After reviewing your application, we have decided that the impacts are covered
by General Water Quality Certification Number(s) 3367 (3367). The Certification (s)
allows you to use Nationwide Permit(s) 37 when issued by the US Army Corps of
Engineers (USAGE). In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including
(but not limited to) Erosion and Sediment Control, Non-discharge, and stormwater
regulations. 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.
This approval is for the purpose that you described in your application. (Nothing in this
approval should be interpreted as giving permission to remove bedload material
from the existing channel, nor allowing for the construction of berms which
would prohibit the stream access to it's floodplain.) If you change your project
beyond the approval here, you must notify us and you may be required to send us a
new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland
or 150 linear feet of stream, compensatory mitigation may be required as described in
15A NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in
the attached certification and any additional conditions listed below.
401 Wetlands Certification Unit
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.us/ncwetlands
? , .
N IE NR
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Macon County:
Page 2. of 6
January 3, 2006
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all 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
Approved (Units) Plan Location or Reference
Stream 903 (feet) Peeks Creek
2. Erosion & Sediment Control Practices
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. For borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most-____
- -recent-version of the-North-Carolira-Surface Min7ng Manual.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
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.
Macon County:
Page 3 of 6
January 3, 2006
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
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. 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 401metlands Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC,
27699-1650.
6. Sediment and erosion control measures must be implemented prior to construction
and maintained on the sites to minimize sediment in downstream areas. Seeding for
a temporary cover of wheat, millet, or similar annual grain or permanent herbaceous
cover should occur on all bare soil within five (5) days of ground disturbing activities
to provide long-term erosion control. The projects should be accomplished in stages
instead of leaving large tracts exposed to further storm events. Erosion control
matting should be used in conjunction with appropriate seeding on disturbed soils in
steep slopes and riparian areas, unless authorized under Division of Land Resources
Erosion and Sediment Control approval. Matting should be secured in place with
staples, stakes, or, wherever possible, live stakes of native trees. Straw mulch and
tall fescue should not be used in riparian areas. In addition, because of an
anticipated difficulty in establishing ground cover during the winter, reseeding should
be conducted, as necessary, in the spring-time with a native annual and perennial
seed mix with a temporary nursery crop of wheat, millet or other grain.
7. Only clean, large, angular rock, large woody material, or other natural stream design
materials and techniques should be used for bank stabilization. Rock should not be
placed in the stream channel in a manner that constricts stream flow or that will
impede aquatic life movements during low flow conditions. Filter cloth should be
placed behind large rock that is used for bank stabilization. Properly designed rock
vanes should be constructed wherever appropriate on bank stabilization and
channel realignment stream reaches to improve channel stability and to improve
aquatic habitat. Root wads should be installed low enough in the bank so that a
significant portion (at least one-third) the root wad is inundated during normal flows.
8. The channel must be restored to a more stable condition. However, under no
circumstances should river rock, sand or other materials be dredged from the stream
channel under authorization of this permit except, if necessary, in the immediate
vicinity of the eroding banks for the explicit purpose of anchoring stabilizing or
flow/grade control structures or for reestablishing the natural and more stable stream
channel dimensions. Stream bed materials are unstable in flowing-water situations
and are unsuitable for bank stabilization. Stream dredging has catastrophic effects
on aquatic life and disturbance of the natural form of the stream channel can cause
downstream erosion problems. The natural dimension, pattern, and profile of the
stream upstream and downstream of the permitted area should not be modified by
widening the stream channel or changing its depth.
Macon County:
Page 4 of 6
January 3, 2006
9. Stabilization measures should only be applied on or near existing erosion sites,
leaving other stable stream bank areas in a natural condition. Grading and
backfilling should be minimized and tree and shrub growth should be retained where
possible to ensure long term availability of stream bank cover for aquatic life and
wildlife. Backfill materials should be obtained from upland sites except in cases
where excess stream bed materials are available. Berms are not permitted because
they block the floodplain, constrict and accelerate flood flows, and often fail or
impede drainage during large flood events.
10. Repairs to eroded banks should be conducted in a dry work area where possible.
Sandbags or other clean diversion structures should be used where possible to
minimize excavation in flowing water. Channel realignments should be constructed
by excavating the new channel from downstream to upstream before connecting it to
the old channel.
11. Heavy equipment should be operated from the bank whenever possible. 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. Equipment used in stream
channel must be clean, new or low hour equipment.
12.As long-term stream stability is a concern with this type of work, it is strongly
recommended that woody vegetation be established along stream banks where
possible. Any riparian vegetation planting should be performed in accordance with
the Guidelines for Riparian Buffer Restoration.
13. Monitoring
The Permittee shall examine the stabilization work done under this Certification
on an annual basis for three (3) years following the completion of the restoration
efforts. This field evaluation should note the condition and stability of the
measures installed and how well the repair is holding up. A written report must
be provided to DWQ's Asheville Regional Office by June 1St of each year. The
report must describe inspection results, include digital photographs, list the date
of inspection, and describe any needed repairs or corrections.
13.The_permittee-will- provide-on-site-supervision- of stability work"incl"uding; but not
limited to bank re-sloping, in-stream structure placement, and riparian zone re-
establishment, by an appropriately trained individual.
14. If pasture along the stream is to be used for grazing, the permittee must inform the
appropriate landowners that cattle should be prohibited from damaging riparian
areas and from de-stabilizing the stream banks and channel.
15. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained
as diffuse flow at non-erosive velocities through the protected riparian zones
such that it-will not re-concentrate before discharging into a stream.
Macon County:
Page 5 of 6
January 3, 2006
16. Water Quality Certification Notifications
The permittee must provide a copy of this issued Water Quality Certification and
attached cover letter to each property owner where the approved work will be
performed.
17.Turbidity Standard
The turbidity standard of 25 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.
Violations of any condition herein set forth may result in revocation of this Certification
and may result in criminal and/or civil penalties. The authorization to proceed with your
proposed impacts or to conduct impacts to waters as depicted in your application and
as authorized by this Certification, shall expire upon expiration of the 404 or CAMA
Permit.
If you do not accept any of the conditions of this Certification (associated with the
approved wetland or stream impacts), you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing,
send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
N.C. 27699-6714. This certification and its conditions are final and binding unless you
ask for a hearing.
Macon County:
Page 6 of 6
January 3, 2006
This letter completes the review of the Division of Water Quality under Section 401 of
the Clean Water Act. If you have any questions, please telephone Cyndi Karoly in the
Central Office in Raleigh at 919-733-9721 or Mr. Kevin Barnett in the DWQ Asheville
Regional Office at 828-296-4657.
Sincerely,
C?
/4-
Alan W. Klimek, P.E., Director
Division of Water Quality
AWK/khb
Enclosures: GC 3367
Certificate of Completion
Guidelines for Riparian Buffer Restoration
cc: Jennifer Ballard,
McGill Associates, P.A.
Post Office Box 2259
Asheville, NC 28802
USACE Asheville Regulatory Field Office
DWQ 401 Central Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 05-1812Ver2.EWP.PeeksCreek.Approval
Triage Check List
Date: 12/28/05 Project Name: Macon County EWP Peeks Creek
DWQ #:05-1812, Ver. 2
County: Macon
Kevin Barnett, Asheville Regional Office
To:
60-day Processing Time: 12/21/05 to 2/19/06
From: Cyndi Karoly Telephone: [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
A- :-
Mc
A S S O C I A T E S
lu eA a D 5 -- 18 1?,
December 20, 2005
Mr. David Baker,
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue
Room 208
Asheville, NC 28801-5006
Ms. Cyndi Karoly, Supervisor
j 401 Oversight and Express Permits Unit
1650 Mail Service Center
Mail Service Center
Raleigh, NC 27699-1650

5

Re: 404/401 Permit Application for the
Emergency Watershed Protection
(EWP) Project -
Peeks Creek
Macon County, North Carolina
Dear Mr. Baker and Ms. Karoly:
Attached please find the 404/401 permit application the Emergency Watershed Protection
(EWP) Project in Macon County, Peeks Creek. The information included with this application is
being developed in conjunction with the Natural Resources Conservation Service and the Macon
County Soil and Water Conservation District. We have carefully developed this application and
have considered all potential impacts of this work. It is important that the construction for this
urgent stream repair work be conducted as soon as possible. The North Carolina Wildlife
Resource Commission (NCWRC) has granted a trout moratorium effective until March 1St, 2006.
Also, Macon County has requested an extension until April 30th, 2006 for the purpose of planting
live stakes for embankment stabilization. We look forward to quick regulatory action and
approval of this repair plan so that this important work can be accomplished within the extended
3 to 4 month timeframe. In addition, since North Carolina has "waived" fees for this EWP 401,
we have not included any permit fees.
We are looking forward to being able to proceed with this work as soon as possible.
Please let me or Mark Cathey, at our office, know of any issues or considerations that need to be
addressed to secure approval for this planned work. Thank you for your attention to this
application.
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

Mr. David Baker and
Ms. Cyndi Karoly
September 29, 2005
Page 2 of 2
Sincerely,
McGILL ASSOCIATES, P.A.
GREG BALK, P. .
Enclosure
cc: Mr. Kevin Barnett, NCDENR DWQ, w/enclosure
Mr. David McHenry, NCWRC, w/enclosure
Mr. Brian Cole, US FWS, w/enclosure
Mr. Sam Greenwood, Macon County, w/enclosure
Mr. Levourn Wiggins, NRCS
Ms. Pam Boaze, Fish & Wildlife Associates, w/enclosure
Mr. Forrest Westall, Sr., P.E.
05309/letters/Corp Permit Cover letter 12-20-05.doc

Office Use Only: Form Version October 2001
USACE Action ID No. DWQ No. ?R 2 0 S - 18 12...
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project: !J.
r
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification'
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 37
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Macon County -Sam K. Greenwood, County Manager
Mailing Address:
Courthouse Annex, 5 West Main Street
Franklin, North Carolina 28734
Telephone Number: [phone] Fax Number:
E-mail Address: SGreenwood(a)maconnc.orz
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
III. Project Information
3
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Macon County Emergency Watershed Protection Program
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): Peeks Creek Site - See Attached Sheet
4. Location
County: Macon Nearest Town: Franklin
Subdivision name (include phase/lot number):
Directions to site (include road numbers, landmarks, etc.): This site is located along Peeks
Creek Road.
5. Site coordinates, if available (UTM or Lat/Long):
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Land use is residential.
7. Property size (acres): See Attached Sheet
8. Nearest body of water (stream/river/sound/ocean/lake): Peeks Creek
9. River Basin: Little Tennessee
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
10. Describe the purpose of the proposed work: Stream bank repair and stabilization.
When possible excavation equipment (excavator) will access deposition areas from the
stream bank and not encroach into the stream channel. The work described in this
Page 6 of 12
Stream Repair and Bank Stabilization Plan (Repair Plan) is urgent and compelling
work under the National Resource Conservation Service (NRCS) Emergeney
Watershed Protection (EWP) program to protect existing property and structures.
11. List the type of equipment to be used to construct the project: Excavators, dozers and
dump trucks.
12. Describe the land use in the vicinity of this project: Residential.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
n/a
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application:
None anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
linear feet)
Type of Wetland***
n/a

i

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at ht_pt ://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: n/a
Total area of wetland impact proposed: n/a
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
I Fill and
excavation 903' Peeks Creek 10'-30' Perennial

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.,gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozonc.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 903 If
Page 8 of 12
STREAM REPAIRS & BANK STABILIZATION PLAN FOR
Peeks Creek Site
Macon County, North Carolina
?s r Prepared for
MACON COUNTY
2-'. >
December 2005
Prepared by: In conjunction with:
McGill
ASSOCIATES a A
Fish and Wildlife Associates, Inc.

Peeks Creek - Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
1. PROJECT PURPOSE & DESCRIPTION

11

The purpose of this project is to stabilize and/or repair a portion eroded and unstable
stream banks, portion of the streambed and the associated riparian area along Peeks
Creek that were impacted by flood flows from Hurricanes Frances and Ivan in September
of 2004 as well as a landslide resulting from the flood flows. Peeks Creek experienced a
devastating landslide during the 2004 flooding that destroyed several houses and caused
much personal property damage. Unfortunately, the landslide also caused loss of life as
well as several serious injuries to the residents living along Peeks Creek. The slide
denuded the entire riparian area for several hundred feet along the general direction of
Peeks Creek and destroyed the State-maintained road that was near the streambed as well
as several houses. The severely eroded stream banks consist of exposed soil and rock on
moderate to steep slopes, which, if transported during another high flow event, could
block downstream culverts and bridges as well as cause increased erosion that could
potentially threaten property and structures located along Peeks Creek. As desired by the
landowners and charged to us by Macon County, North Carolina, the proposed design is
intended to construct a stabilized stream bank and streambed along the portions of the
stream that were most impacted by the landslide and flooding of 2004. These areas are in
great need of repair to avoid the potential of severe damage to the North Carolina
Department of Transportation (NCDOT) roadway and personal property during future
flood events. The instability of these areas of Peeks Creek will remain a threat to the
environmental recovery of the stream as well as to the property and roadway located
along the stream if careful, quick repairs are not performed soon.
The work described in this Stream Repair and Bank Stabilization Plan (Repair Plan) is
urgent and compelling work under the National Resource Conservation Service (NRCS)
Emergency Watershed Protection (EWP) program to protect existing property and
structures. NRCS is the funding agency and Macon County / Macon Soil and Water
Conservation District (SWCD) is the sponsor and responsible party for the project. Work
will consist of repair and stabilization effort only, and is not considered natural channel
restoration or enhancement work. However, some methods and approaches utilized in
the proposed repairs are routinely applied in natural channel design efforts due to their
ability to protect channel banks from shear stresses and the resultant erosion and damage.
All work in or near surface waters will be supervised by trained personnel from both
McGill Associates and Fish and Wildlife Associates (FWA). This site is one of two sites
selected for repair within Macon County.
2. SITE DESCRIPTION

C?

DSR #2 - Peeks Creek - Peeks Creek (C, Tr) - The repair site is located along Peeks
Creek in Macon County, NC. This area is located adjacent to Peeks Creek Road.
Repairs are proposed at specific locations along approximately 2,130 linear feet of Peeks
Creek. The total length of repairs to the stream banks and/or streambed along this reach
will be approximately 900 feet. Please refer to the Construction Drawings for
2
0
5
Peeks Creek - Stream Repairs & Bank Stabilization Plan December 20
Macon County McGill Associates, P.A.

photographs, mapping, imagery, and details of existing site conditions. The upper 1,300
linear feet of stream bank and streambed repair has been removed from this plan. Thus,
the stations on the Construction Drawings start at 22+00 instead of 10+00.
Approximately 900 feet of both channel banks were severely damaged through bank
f erosion, soil loss and debris movement. The banks are referenced as descending when
facing downstream and ascending when facing upstream.
The repair sections are located off Peeks Creek Road and access to the repair areas will
not be an issue. Utilities will be located and marked by the contractor prior to
construction. The disturbed area for the proposed repair and stabilization exceeds one
acre. Therefore, Macon County secured an Erosion Control Permit from the North
Carolina Division of Environment and Natural Resources (NCDENR) Division of Land
Quality. The work proposed at the Peeks Creek site will have to be permitted by the U.S.
Army Corps of Engineers (Section 404 permit) and also the N.C. Department of
Environment and Natural. Resources, Division of Water Quality (Section 401 Water
' Quality Certification).
3. REPAIR OBJECTIVES AND DESIGN CONSIDERATIONS
P
k
k
d t
it
b
k
C
k
ee
s
s,
an
o
s
an
ree
s
Despite the extensive damage experienced along Pee
Creek has re-established a "working" stream channel. The streambed in many locations
has encountered bedrock and Peeks Creek has worked its way through the huge boulders
and large rock that are located in the channel. However, in several areas the re-
established stream channel is unstable and subject to "shifting" in response to even small
increased stream flow events such as an "annual" storm. This shifting activity will
greatly increase the potential for stream bank and streambed erosion as well as
endangering property and structures that are located along Peeks Creek, including the
NCDOT roadway itself. Additionally, there are many areas where unconsolidated
weathered rock and soil are in danger of being washed into the stream. The instability of
this section of Peeks Creek will remain a threat to the environmental recovery of the
stream as well as to the property and roadway located along the stream, without proper
repairs being implemented. The EWP work proposed for this site will utilize sound
engineering practices to stabilize the stream banks in this area. EWP guidelines will be
' followed in developing and constructing/installing these stream repairs. The most basic
principle of the EWP work is to attempt to restore the site to "pre-flood conditions."
Under more common examples of EWP related sites, the "pre-flood" conditions are
easier to define. For Peeks Creek, the slide has essentially reconfigured the entire
streambed and the riparian area associated with the previous waterway. Therefore, every
effort will be made to stabilize the streambed and riparian area associated with the current
stream configuration, consistent with the character of this type and size of stream located
in the mountains of Western North Carolina. Interviews with residents of Peeks Creek
have also provided some insight as to the original stream configuration.
In several of the stream segments to be repaired, Peeks Creek's current alignment is
threatening unprotected bank areas and/or the NCDOT roadway. The proposed repair
3
Peeks Creek - Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
effort will minimize realignment. However, stream realignment will be used wherever
reorienting the stream flow direction will better protect stream integrity, stabilize the
r streambed, and minimize sedimentation and erosion. Only Repair Section 3 will involve
stream realignment. The design approach for developing the proposed typical cross
sections and the spacing of the elevation control structures (step-pools or rock cross
vanes) on the proposed realigned section of Peeks Creek (Station 25+00 to Station
29+00) is described below.
REPAIR SECTION 3 DESIGN APPROACH:
Existing Conditions
The section of Peeks Creek from 25+00 to 29+00 had to be crudely rebuilt following the
debris slide because the deposition of boulders, dirt and debris displaced the stream
channel altogether. The channel that was constructed was not properly sized or
configured and was placed within one foot of the NCDOT roadway in some locations.
Residents of Peeks Creek have noted erosion of the existing road bank within the past six
months. Survey data of the existing channel and roadway and drainage calculations of
the Peeks Creek basin were used to analyze the existing hydraulic conditions of this reach
of Peeks Creek. This analysis indicates that the current cross section of the stream is
insufficient to accommodate future flood events and that the existing flood prone area is
above the elevation of the road and that the channel is not stable. Appendix 3 shows a
typical cross section found within the repair length for the existing conditions at Peeks
Creek. Note that the blue line indicates the "bank full" mark and the red line indicates the
"flood prone" mark.
1
Reference Reach
Due to the deposition and scouring that occurred during the debris flow, bankfull
indicators were not present. Therefore, a reference reach was chosen that had the same
general valley type and drainage area. Information collected from a stream at the Balsam
Mountain Preserve in Jackson County, North Carolina was used to develop the design for
Peeks Creek (see Cabin Creek, Appendices 1 & 2). Parameters measured on the
reference reach included four cross-sections and a longitudinal profile. The calculated
drainage area and the NC Rural Mountain Regional Curve, as found in Appendix 8, were
used to select theappropriate design parameters for establishing the cross section of a
new channel.
Design Reach
' One limiting factor for the design reach on Peeks Creek is the elevation of the road. It
would be desirable to have the elevation of the flood prone area below the road, so that
the stream channel will have sufficient area to accommodate the flood prone area without
overtopping the road. The design will allow for this as much as practical, but the stability
of the design reach will not be sacrificed to accommodate the flood prone area. Since we
are restricted by the upstream and downstream elevations on a relatively short reach of
4

7
L
Peeks Creek - Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
stream may be impossible along the entire design reach. However, even if future flood
flows overtopped the roadway, the potential for severe damage should be alleviated by
relocating the channel and constructing a channel with the proper cross section. As found
in Appendix 6, Table 1 lists the proposed elevations at the various stations along the
reach to be relocated. Actual field conditions may necessitate minor modifications to
these proposed elevations. A minimum of 5 feet elevation difference needs to be
maintained between the channel and the road. Given the slope in this area, the stream
must be either a type A2 or a type B2a channel. The stream reach from Station 25+00
to 27+00 will be constructed as an A2 channel with an average slope of 7.5%. The
stream reach from Station 27+00 to 29+00 will be constructed as a B2a channel with an
average slope of 4%. The entire reach will be moved approximately 6 feet east of the
road to a location approximating the original channel. The residents of Peeks creek
provided photo documentation of the stream prior to the debris flow and helped to
establish the location of the original channel in relation to the road. The eroded channel
located along the right descending bank (base of the mountain) will be filled using
materials removed during construction of the new channel.
A wetted width of 15 feet was chosen for the channel to accommodate low flow. The
bankfull width will range from 21 to 24 feet to achieve a cross-sectional area between
41.5 to 42.2 square feet. The mean depth of the channel will be 1.6 feet and maximum
depth will be 2 feet. The typical proposed cross section for the A2 channel is located in
Appendix 4. The typical proposed cross section for the B2a channel is located in
Appendix 5. Again, the blue line indicates the "bank full" mark and the red line indicates
the "flood prone" mark. Although a larger Dmax might be preferable, there is not
sufficient elevation available given the constraint of the road. Step pools will be
constructed, spaced 20 to 30 feet apart. The elevation change for the entire reach is 23
feet with an overall average slope of 5.8%. For further detail and a plan view of this
section, see Sheets C1 and C3. The stream will be steeper at the upstream end of the.
relocated channel in order to achieve the appropriate entrenchment and flood prone area.
Hence, the first 200 feet will approximate a type A2 channel while the lower segment
will approximate a type B2 channel. A summary of the stream parameters for the
existing Peeks Creek, the reference reach, the A2 portion of the design reach, and the B2a
portion of the design reach are summarized on Table 2; located in Appendix 7.
This design approach and constraints have been discussed on numerous occasions with
Mr. Alan Walker, Resource Conservationist with the United States Department of
Agriculture, Natural Resource Conservation Service, with the regional office in
Waynesville, North Carolina. We have specifically discussed the critical design
parameters and the potential for the proposed design to be modified during construction,
based on actual field conditions realized once the area of the new channel is excavated.
M
d b
' r.
y
Any modifications to the proposed plan will be discussed with and approve
Walker before being implemented in the field.
Residual rock material along Peeks Creek will be used for stream bank toe stabilization in
the areas indicated. The use of large boulder material will be the primary method of

5
Peeks Creek -Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
protecting the stream banks because of the materials' ability to resist storm flow forces
' and velocities.
Plantings are specified in accordance with typical native streamside vegetation of this
region. As noted, the slide removed the vegetation and most of the streamside soil that
was a part of the Peeks Creek riparian area, leaving a boulder and rock-strewn area along
both sides of the stream. In order to increase the success of plantings for this repair,
' placement of appropriate soil material will be needed. Every effort will be made during
the installation and the construction process to reduce sedimentation and erosion and to
provide a stable stream channel and bank repair that will allow the new plantings to take
hold and further strengthen the underlying soil and rock structures placed in and along the
Peeks Creek stream system.
The Contractor will carefully manage fuel and lubrication materials for construction
equipment to prevent any loss to the stream and any impact to the surrounding areas.
Stream crossings with equipment will be minimized and used only when access
limitations require a crossing.
4. TYPICAL REPAIR DETAILS AND OPTIONS
The Proposed Repair Plan is designed to repair and stabilize the stream banks and
streambed along portions of Peeks Creek and is not considered natural channel
restoration or enhancement work. However, some methods and approaches utilized in the
proposed repairs are routinely applied in natural channel design efforts due to their ability
to protect channel banks from shear stresses and the resultant erosion. Due to previous
' alterations of the channel, including but not limited to the landslide of 2004, bridge
construction, and bank grading, the channel banks in relation to original widths and
slopes have been modified considerably. This has made the identification of the
' "natural" condition of the channel very difficult.
For comparison purposes, we attempted to confirm our "channel bank" location by
comparing the resultant "channel width" to available Regional Curve data. Based on a
review of site data (upstream and/or downstream) and our estimated "channel bank"
location, we estimated the pre-disturbance "channel width" at approximately 25 feet. We
compared this "channel width" to estimated bankfull width as determined from available
(preliminary) mountain Regional Curve data (SRI) for the appropriate drainage area. The
regional curve indicates a bankfull width of approximately 28 to 30 feet based on a
drainage area of 2.8 square miles. However, the data provided by the reference reach and
the need for proper entrenchment has required that the "bank full" width be set between
21 and 24 feet for the A2 or B2a stream respectively.
As shown on the attached repair plans and design details, we recommend that the
repaired slopes be reconstructed and backfilled with excavated channel material (or
deposited material recovered from the floodplain), available on-site or off-site earth fill,
and in some cases imported stone aggregate. The location of the toe of the repaired slope
will be field determined to allow for the development of a typical repair application along
6
' Peeks Creek - Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
the reach. Our Repair Plan calls for the incorporation of in-stream structures, rock
movement, and several typical repair types ("A", "B", and "C") and toe stabilizations.
Stream Bank Repair
t The typical Repair Types "A" and "B" will divide the stream bank to be repaired into
three bank zones, Upper, Mid-, and Lower, for slope stabilization measures and planting
recommendations. The bank zones transition as depicted on the Repair Plan for each
type of repair. Repair Type "C" will be used to repair banks not located directly on the
stream's edge and will consist of grading the repaired area to a gentle slope.
The Lower Bank Zone of the repairs shall be constructed using riverbed borrow
consisting of sand, gravel, cobble and small boulders and any necessary off-site borrow
' materials. This zone will be graded as shown for each repair type as depicted in the
details of the Repair Plan and over seeded with the appropriate temporary and permanent
grasses and vegetation for the season. As this zone is within the "active channel", it will
be lined with CF-7 (coir fiber) erosion control matting (or equivalent) and backfilled with
the above recommended coarse (bed) material.
The Mid-Bank Zone should be graded as shown on the Drawings using varying fill
materials including both site borrow and other suitable borrow sources. Benches
constructed in the Mid-Bank Zone are also bankfull benches. Since this zone is located
out of the "active channel", it should be lined with excelsior (wood fiber) erosion control
matting (or equivalent) and planted with the select shrubs and trees of the species and
density described in the planting details. This zone should also be over seeded with
erosion control grasses and native vegetation.
The Upper Bank Zone should also be graded as shown in the Repair Plan details for each
Repair Type and use varying fill materials so that it blends the Mid-Bank Zone with the
surrounding floodplain grade or proposed tie-in location. This zone should be lined with
excelsior (wood fiber) erosion control matting (or equivalent) and planted with select tree
and shrub species at the density described in the planting detail as well as over seeded
with erosion control grasses and natural vegetation.
Repair Type "A" will have a bankfull bench located at the Mid-Bank Zone and will start
at the bankfull level. Repair Type "B" will have a bankfull bench located at the Mid-
Bank Zone.

G

I
E

In-channel Structures
Portions of the repaired channel bank will be augmented with in-channel structures
including step pool and/or rock cross vanes. These structures will be utilized to control
grade and thus help stabilize the proposed bank repairs in the relocated channel proposed
for Repair Section 3. All structures will be constructed with on-site materials typically
consisting of locally quarried boulders or boulders utilized from the site.
Step pool will be the method of choice for stream grade control and will be utilized where
practical. Rock cross vanes may be used in locations where additional bank protection is
desired.
Rock cross vanes concentrate stream energy toward the center of the channel and away
from the near-bank areas. In doing so, the structure reduces shear stress along the banks
and prevents bank erosion. (In this case, such structures allow for an additional measure
of protection of the repaired bank until vegetation can take hold). Rock cross vanes also
provide grade control.

Peeks Creek - Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
Toe Stabilization
Toe stabilization will be used where noted on the Construction Drawings or as directed
by the Engineer. The Contract will excavate to stabile material before placing the footer
rock in areas of unconsolidated material. The landward side of these structures will be
lined with a non-woven fabric and backfilled with excavated channel material and in
some cases imported stone (off-site riverbed borrow materials or other available coarse
aggregate if approved by the designer) to improve stability and reduce the potential for
piping.
The Engineer will determine the exact location and extent of toe stabilization measures at
the time of construction. However, areas typically in need of such supplemental
protection include areas of existing scour (where sub-grade reconstruction would be
difficult) and at the upstream and downstream repair limits (where tie-in to undisturbed
banks is needed). For planning purposes, we have estimated that 107 linear feet of
Repair Section 7 and sections of Repair Sections 2, 3, and 4 will require toe stabilization
measures. A detail of typical toe stabilization construction is shown on the Construction
Drawings.
The attached Repair Plan generally describes the number and type of in-channel
structures to be installed. The designer will determine the exact spacing, length, and
location of the in-channel structures at the time of construction. For planning purposes,
we estimate that a minimum of fifteen (15) step pool and/or rock cross vanes structures
will be installed along Repair Section 3. A detail of a constructed riffle and a rock cross
vane structure is shown in the Construction Drawings.
8
Peeks Creek -Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
Bank Plantings
A riparian buffer area will be established along the repaired channel bank as part of the
proposed Repair Plan. The riparian zone will include all three Bank Zones (Lower, Mid-,
and Upper). These areas will be seeded and planted with the appropriate native riparian
vegetation and will provide channel stability and treatment of surface waters traveling
laterally through the buffer.
Species will consist primarily of native trees, shrubs and vegetation. The repaired bank
will be planted with the appropriate channel bank species in the form of live stakes, bare-
root seedlings, seeds, and transplants where available. Native trees and shrubs that are
available elsewhere on-site will be removed with as much of the root ball intact and
transplanted adjacent to the restored channel or in the floodplain. The planting efforts
will be performed in the spring season. Vegetation will be supplied by locally identified
' plant sources or purchased from local, reputable nurseries. Other sources, outside of the
local area, may be used depending on the availability of plant material and as approved
by the designer.
Tree species individuals will be planted randomly at a 10 ft. by 10 ft. spacing. The
planting plan will include a minimum of five of the eight tree species listed in the
planting schedule. The preferred species that should be used on this project shall be
Sweet Birch (Betula lenta), Red Maple (Acer rubrum), and River Birch (Betula nigra).
' Plants shall be installed as shown in the planting details.
Shrub species will be planted at a lower density (12 ft. by 12 ft.). The planting plan will
include a minimum of three of the six shrubs listed in the planting schedule. Highland
Doghobble (Leucothoe fontanesiana) and Rhododendron (Rhododendron maximum) shall
be planted in shaded to partial sun areas only.
' f 4 f
l
ong
t. (a
Live stakes are specified and will be planted where possible on a spacing o
bank) by 3ft. (width) consisting of Silky Dogwood. Live stakes will be cut and installed
as shown in the planting details. The live stake planting will be supplemented in the
spring of 2006 to increase survivability.
A representative of McGill Associates or FWA will be on-site to observe and direct
planting efforts associated with the buffer restoration. The designer must approve
substitution of tree, shrub, and live stake species in advance.
Temporary and/or permanent seeding measures (German millet, rye grass, or the most
appropriate erosion control grass as dictated by the season or region) will be applied to
areas disturbed during grading operations to allow for localized stabilization while
riparian species establish themselves. Two (2) seed mixtures will also be applied to this
project. In the Lower Bank Zone, the following native species herbaceous seeding
' mixture should be planted: Scarlet Beebalm (Monarda didyma), Jewelweed (Impatiens
capensis), Elderberry (Sambucus Canadensis), Common Rush (Juncus effuses), Forget-
me-not (Myosotis scorpioides), and Sedge (Carex sp.). In the Mid-Bank and Upper Bank
Peeks Creek - Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
Zones, the following native species herbaceous seeding mixture should be planted:
Queen Anne's lace (Daucus carota), Red Clover (Trifolium pratense), Narrowleaf
' Plantain (Plantago lanceolata), Clasping Venus' Looking-glass (Specularia perfoliata),
Common Plantain (Plantago major), and native grasses.
1 5. PROPOSED REPAIR PLAN
There are eight (8) proposed repair sections along Peeks Creek. The Construction
Drawings include pictures that help describe some of the repairs that are part of this
Proposed Repair Plan. Please refer to these pictures when reading the repair descriptions.
The proposed repairs for these sections are as follows:
Repair 1(R 1)
Restore the normal width channel for the entering tributary at Station 23+45 on the left
descending bank.
R 2
)
Repair 2 (
This section is approximately 65 feet long. On the right descending bank (typically
between the two existing large boulders), remove the little rocks behind the boulders and
replace them with large boulders. Repair the bank using Repair Type "C", place matting
on the bank and install vegetation. Toe stabilization will be installed where directed by
the Engineer. Level the rock pile on the left descending bank.
' Repair 3 (R 3)
This section is approximately 400 feet long. Reconstruct the streambed through the
' boulder field from Station 25+00 to 29+00, moving it an average of 6' to 10' from the
road. The banks of the new streambed will be constructed using Repair Type "B". First,
construct the new channel in the dry, placing part of the material in the channel located
along the slope on the right. Due to groundwater inflow, a French drain, as shown in the
Construction Drawings, will be installed along the right-hand channel bed from Station
25+60 to 26+60. The channel will daylight at Station 26+60 to carry the flow from a
spring and the pipe to the end of this repair section. Place approximately (16) step pools
and/or rock cross vanes at approximately every 25 linear feet of the new channel starting

S at Station 25+00.
Repair 4 (R 4)
This section is approximately 150 feet long. Eliminate the three (3) channels below the
confluence of Peeks Creek and the tributary on the right by removing cobble and
boulders in the middle of the stream. Consolidate the two (2) channels into one (1) at
' Station 29+00 through 29+25. Use Repair Type `B' for the channel banks. From Station
28+50 through 30+00, repair the slope using Repair Type "C" from the road to the old
foundation located near the stream bank.
10

H

D

Peeks Creek - Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
Repair 5 (R 5)
This section is approximately 50 feet long. Slope the right descending bank from the
bankfull level at Station 31+10 to 31+60 using Repair Type "A", place matting on the
slope and install vegetation.
Repair 6 (R 6)
This section is approximately 128 feet long. Slope the bank back from the bankfull level
on the right descending bank from Station 41+00 to 42+28 using Repair Type "A". Place
matting on the bank and install vegetation. Build up the left descending bank using the
material removed from the other bank and install vegetation.
Repair 7 (R 7)
This section is approximately 160 feet long. Install a high-flow channel to the right of
the current streambed. Place toe stabilization from Station 43+23 to 44+30 on the left
descending bank. Repair the right descending bank from Station 42+90 to 44+30 using
Repair Type "A". Build up the left descending bank using the material removed from the
other bank and install vegetation. From Station 44+30 to 44+50, repair the left
descending bank using Repair Type "A".
Repair 8 (R 8)
At Section 44+75, remove the end portion of the concrete pad and metal immediately
downstream. Leave all other debris in the left bank. There will be no in-stream
excavation.
Construction Drawings for the proposed Stream Repair and Bank Stabilization Plan
including the proposed repairs, a construction sequence, structure details, erosion and
sediment control details, and a planting schedule and details are, attached. Technical
Specifications are also attached.
11
' Peeks Creek - Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
6. REGULATORY REQUIREMENTS
401 WATER QUALITY CERTIFICATION (Mandatory Requirement based on expected
Certification conditions) - The following mandatory conditions apply to all repair sites:
1. Erosion & Sediment Control Practices
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. For borrow pit sites, the erosion and sediment control measures must
be designed, installed, operated, and maintained in accordance with
the most recent version of the North Carolina Surface Mining
' Manual.
d. The reclamation measures and implementation must comply with the
' reclamation in accordance with the requirements of the Sedimentation
Pollution Control Act.
2. No Waste, Spoil, Solids, or Fill of Any Kind - 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.
'
3. No Sediment & Erosion Control Measures w/n Wetlands or Waters -
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.

12
Peeks Creek - Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
4. 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/Wetlands Unit, North Carolina Division of Water
' Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
5. Sediment and erosion control measures must be implemented prior to
' construction and maintained on the sites to minimize sediment in downstream
areas. Seeding for a temporary cover of wheat, millet, or similar annual grain or
permanent herbaceous cover should occur on all bare soil within five (5) days of
ground disturbing activities to provide long-term erosion control. The projects
should be accomplished in stages instead of leaving large tracts exposed to
further storm events. Erosion control matting should be used in conjunction
' with appropriate seeding on disturbed soils in steep slope and riparian areas,
unless authorized under Division of Land Resources Erosion and Sediment
Control approval. Matting should be secured in place with staples, stakes, or,
' wherever possible, live stakes of native trees. Straw mulch and tall fescue
should not be used in riparian areas.
' 6. Only clean, large, angular rock, large woody material, or other natural stream
design materials and techniques should be used for bank stabilization. Rock
should not be placed in the stream channel in a manner that constricts stream
flow or that will impede aquatic life movements during low flow conditions.
Filter cloth should be placed behind large rock that is used for bank
stabilization. Properly designed rock vanes should be constructed wherever
' appropriate on bank stabilization and channel realignment stream reaches to
improve channel stability and to improve aquatic habitat. Root wads should be
installed low enough in the bank so that a significant portion (at least one-third)
' the root wad is inundated during normal flows.
7. The channel must be restored to a more stable condition. However, under no
' circumstances should river rock, sand or other materials be dredged from the
stream channel under authorization of this permit except, if necessary, in the
immediate vicinity of the eroding banks for the explicit purpose of anchoring
' stabilizing or flow/grade control structures or for reestablishing the natural and
more stable stream channel dimensions. Streambed materials are unstable in
flowing-water situations and are unsuitable for bank stabilization. Stream
' dredging has catastrophic effects on aquatic life and disturbance of the natural
form of the stream channel can cause downstream erosion problems. The
natural dimension, pattern, and profile of the stream upstream and downstream
' of the permitted area should not be modified by widening the stream channel or
changing its depth.
8. Stabilization measures should only be applied on or near existing erosion sites,
leaving other stable stream bank areas in a natural condition. Grading and
backfilling should be minimized and tree and shrub growth should be retained
13
Peeks Creek - Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
where possible to ensure long-term availability of stream bank cover for aquatic
life and wildlife. Backfill materials should be obtained from upland sites except
' in cases where excess streambed materials are available. Berms are not
permitted because they block the floodplain, constrict and accelerate flood
flows, and often fail or impede drainage during large flood events.
9. Repairs to eroded banks should be conducted in a dry work area where possible.
' Sandbags or other clean diversion structures should be used where possible to
minimize excavation in flowing water. Channel realignments should be
constructed by excavating the new channel from downstream to upstream
' before connecting it to the old channel.
10. Heavy equipment should be operated from the bank whenever possible. 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. Equipment used in stream
' channel must be clean, new or low-hour equipment.
11. As long-term stream stability is a concern with this type of work, it is strongly
recommended that woody vegetation be established along stream banks where
possible. Any riparian vegetation planting should be performed in accordance
with the Guidelines for Riparian Buffer Restoration.
' (http•//h2o enr.state.nc.us/wrp/pdf/buffers.Rdf )
12. Monitoring - The Permittee shall examine the stabilization work done under
this Certification on an annual basis for three (3) years following the
completion of the restoration efforts. This field evaluation should note the
condition and stability of the measures installed and how well the repair is
' holding up. A written report must be provided to DWQ's Asheville Regional
Office by June 1" of each year. The report must describe inspection results,
include digital photographs, list the date of inspection, and describe any
' needed repairs or corrections.
13. The Permittee will provide on-site supervision of stability work including, but
not limited to bank re-sloping, in-stream structure placement, and riparian
zone re-establishment by an appropriately trained individual.
' 14. If pasture along the stream is to be used for grazing, the Permittee must
inform the appropriate landowners that cattle should be prohibited from
damaging riparian areas and from de-stabilizing the stream banks and channel.
' 15. Diffuse Flow - All constructed storm water conveyance outlets shall be
directed and maintained as diffuse flow at non-erosive velocities through the
protected riparian zones such that it will not re-concentrate before discharging
into a stream.

' 14
' Peeks Creek - Stream Repairs & Bank Stabilization Plan December 2005
Macon County McGill Associates, P.A.
' 16. Water Quality Certification Notifications - The Permittee must provide a copy
of this issued Water Quality Certification and attached cover letter to each
' property owner where the approved work will be performed.
17. Turbidity Standard - The turbidity standard (Nephelometric Turbidity Units)
shall not be exceeded as described in 15A NCAC 2B .0200. Appropriate
sediment and erosion control practices must be used to meet this standard.
' Finally, pending receipt of a final 404 Permit and 401 Certification, copies of these issued
documents and the associated conditions and comments provided by commenting
agencies (when available) will be included in all final contractor packages that will be
' used for construction of the repairs. All regulatory requirements and the measures
outlined in this document will be fully discussed with the contractor and the inspectors
for McGill Associates and FWA before any construction begins. During actual
' construction, inspectors will direct contractor to observe and apply good construction
practices and the requirements described in this document.

0

u

0

1 15

Cabin Creek below bridge Riffle
100
99 . ..
98
v 97 -
96
w 95
94
93
92
0 10
section.
stream:
location:
description:
height of instrument (ft):
omit distance FS
notes at (ft) (ft)
20 30 40 50 60
Width from River Left to Right (ft)
Sp
FS FS
elevation bankfull top of b
98.8
96.5 95.57 108
95.97
95.57
93.95
94.02
93.2
93.25
92.79
93.35
93.45
93.35
93.48
` 93.47
."' 93.55
93.64
{
k" yam: 93.68
93.47
`- F 93.54
93.82
T + 93.96
? R ( 94.17
95.54
98.53
i
.'.k r
.. i, t-' k 3'I•
V.
dimensions
46.6 x-section area 1.6 d mean
29.6 width 33.0 wet P
3.0 d max 1.4 h yd radi
15.5 bank ht 18.8 w/d ratio
49.4 W flood prone area 1.7 lent rati2-jj
hydraulics
0.0 velocity ft/sec
0.0 discharge rate, Q cfs)

0.00 _
shear stress Ibs/ft s
0.00 shear velocity ft/sec
0.000 unit stream power (lbs/fttsec)
0.00 Froude number
0.0 friction factor u/u*
9:4 threshold rain size mm
check from channel material
measured D84 (mm)
0.0 relative roughness 0.0 fric. factor
0.000 Mannin 's n from channel material

97
96
95
94
0 --
93--
> 92
a?
W 91
90
89
88
0
omit
notes pt.
5 10 15 20 25
Width from River Left to Right (ft)
section:

stream:
location: k?iffle
, :.. :. , . , :-1 A
1 c _

description:
-
4 -4
of ins trument (ft):
ince
t) FS
(ft)
elevation FS
bankfull FS
top of bank 1
T77 "t 7=- 96.21 r
95.35 92.22 96.4
94.73
91.9
91.21
90.81
91
90.64

x 90.3
4
? vs 90.13
R° - 89.73
tr ,; r y - 89.78
7 89.16
, ., J 89.11
88.9
88.71
89.49
89.61
91.27
?- P 1: 7 7 7 93.16
95.95
Ya k .. 96.4

30 35 40
_ I slope (%) I 'Y
dimensions
40.8 x-section area 1.9 d mean
21.5 width 23.7 wet P
3.5 d max 1.7 h yd radi
7.7 bank ht 11.3 w/d ratio
32.5 W flood prone area 1.5 ent ratio
hydraulics
0.0 velocity ft/sec
0.0 discharge rate, Q cfs
0.00 shear stress Ibs/ft s
0.00 shear velocity ft/sec
0.000 unit stream power (lbs/ft/sec)
0.00 Froude number
0.0 friction factor u/u"
0 0 threshold rain size mm
check from channel material
measured D84 mm
0.0 relative roughness 0.0 fric. factor
0.000 Mannin 's n from channel material

Riffle
99
98

97
96
c 95
94
(D 93
w
92
91
90
89
0
2 4
6 8 10 12 14 16 18 20
Width from River Left to Right (ft)

section:

= r
?`
`

stream'
location:
description:
he' M of instrument (ft): Riffle
C a . ;

• i`
o
notes mit distance FS
t. ft ft
elevation FS
banldull ` FS
to of bank W fpa
ft channel
slo 96) Manning 's
"n"
94.65
94.32
93.81
93.7
94.65
92.93 dimensions
„ 92.58 41.0 x-section area 2.5
92.23 16.5 width 22.6 n

91.95
4.0
d max
1.8 hydradi
4.9 bank ht 6.7
91.36 100.0 W flood rone area 6.0

90.94 hydraulics
e 90.83 0.0 velocity ft/sec
90.75 0.0 discharge rate, Q cfs

x 90.58 0.00 shear stress Ibslft s4)

90.47 0.00 shear velocity ft/sec
90,45 0.000 unit stream power Obs/ft/sec)
90.87 0.00 Froude number
„- 90.91 0.0 friction factor ulu•
p : ',: 90.66 A A threshold rain size mm
x_ 90.34
90.55 check from channel material
e } ~ , 90.18 measured D84 mm
mot` 90.4 0.7 relative roughness 2.1 fric. factor
Y 90.51 0.000 Mannin 's n from channel material
t _ 89.9
89.72
89.78
90
91.48
91.55
f 91.6
90.83
91
.: 91.69

..
" 91.94
92.65
93.22
93.61
Ii
t
97
96
95
94
0 93
92
w 91
90
89
88
Riffle
0
notes at5 10 15 20 25 30
heic
omTId
Width from River Left to Right (ft)
Riffle
stream:
location:
description:
of instrument (ft):
ante FS
kL AI-I

elevation
97
96.5
95.5
94.3
93.7
92.5
91.8
90.5
90.2
89.6
89.2
89.6
90.5
93
94
97

bankfull top of bai
92.5 97
35 40 45 50

dimensions
75 x-section area 2.0 d mean
21.2 width 22.5 wet P
3.3 d max 1.8 h yd radi
7.8 bank ht 10.8 w/d ratio
35.0 W flood prone area 1.7 ent ratio
hydraulics
0.0 velocity ft/sec
0.0 discharge rate, Q cfs
0.00 shear stress Ibs/ft s
0.00 shear velocity ft/sec
0.000 unit stream power (lbs/fVsec)
0.00 Froude number
0.0 friction factor u/u*
0.0 threshold rain size mm
check from channel matedal
measured D84 mm
0.0
1 relative roughness 0.0 fric. factor
0.000 Mannin 's n from channel material

i
'
97
' 96
95

S 94

93
c
1 w 92

' 91
90

89
Riffle
0 10
20 30 40
Width from River Left to Right (ft)
' section: "
Riffle
stream:
' location:
description:
height of instrument (ft):
omit distance FS
notes pt. (ft) (ft) elevation
? 96
95.5
95
94
93.5
93
y 92.5
3 1 92.1
a 92.1
92
90
.{ ;.a 89.8

._ x. ,.-
t. 89.5
89.8
" 90
MOM
92
' 92.2
94
96
F M "IT

777

r
N
50 60 70

bankfull top of ban
l
92 96
,.n„
dimensions
42.2 x-section area 1.8 d mean
24.0 width 24.9 wet P
2.5 d max 1.7 h yd radi
6.5 bank ht 13.6 w/d ratio
51.0 W flood prone area 2.1 ent ratio
hydraulics
0.0 velocity fUsec
0.0 discharge rate, Q cfs
0.00 shear stress Ibs/ft s
0.00 shear velocity ft/sec
0.000 unit stream power (lbs/fUsec)
0.00 Froude number
0.0 friction factor u/u*
A A threshold rain size mm
check from channel material
a measured D84 mm
0.0 relative roughness 0.0 fric. factor
0.000 Mannin 's n from channel material
1
1
1
1
e
N
1
1
1
1
1
Table 1. Elevations of proposed channel and existing road at Peeks Creek.
Station Road elevation Proposed Stream Elevation % Slope

25+00 2145 2138 (existing)
25+25 2137 4
25+50 2141 2135 8
25+75 2133 8
26+00 2139 2131 8
26+25 2129 8
26+50 2127 8
26+75 2125 8
27+00 2130 2123 8
27+25 2122 4
27+50 2121 4
27+75 2120 4
28+00 2125 2119 4
28+25
F 2118 4
28+50 2117 4
28+75 2116 4
29 X00 2123 2115 (existing) 4
Total channel length 400 feet
Overall slope 5.1%
Elevation difference between
road and stream needed 5 feet minimum
w
t
t
1
1
t
7
1
i
f
1
e
r
s
Table 2. Parameters from existing Peeks Creek, Reference Reach, and Proposed Peeks Creek.
Parameter Reference Reach Peeks Creek
existing Peeks Creek
proposed Peeks Creek
proposed
Stream Type 62a A2 132a A2
Drainage Area 2.8 2.8 2.8 2.8
Reach Length Surveyed 100 350 225 175
Bankfull Width 29 15 24 21
Bankfull Mean Depth 1.6 2.2 1.8 2
W/D Ratio 18.8 7 13.6 10.8
Cross sectional Area 46.6 33 42.2 41.5
Floodprone Area Width 49.4 100 52 35
Entrenchment Ratio 1.7 6.6 2.1 1.7
WS Slope 6.2 5.9 ' ' .
'
Pool to pool spacing 10' to 30' 20' to 30 30
20

N
C Rural Mountain
Regional Curare
1000
.r
u.

100
Y
C
l0
m

10
1 10 100 1000
Drainage Area (Sq. ml)

HC Rural Mountain Regional Curve
10.0
r.
u.

s
L
as 00
0
cv
as

1.0
1 10 100 1000
Drainage Area (Sq. mi)
Is.

i
TECHNICAL SPECIFICATIONS
w
i
s
a
TECHNICAL SPECIFICATIONS
FOR
MACON COUNTY EWP
PEEKS CREEK SITE
STREAM REPAIRS & BANK
STABILIZATION PROJECTS
DECEMBER, 2005
Prepared for:
Macon County, NC

t AV ?
?y ?d sE?J
?? via s
6t? Fem. '? Cj
yr`. ..... tiio

1
r
1
i
1

TECBMCAL SPECIFICATIONS TABLE OF CONTENTS
TITLE PAGE
TABLE OF CONTENTS
SECTION I - GENERAL REQUIREMENTS 1
1.1 SECTION INCLUDES 1
1.2 SUMMARY OF WORK 1
1.3 WORKFORCE EXPERIENCE 1
1.4 SPECIFIC EQUIPMENT REQUIREMENTS 1
1.5 MEASUREMENT AND PAYMENT 1
SECTION 2 - TEMPORARY FACILITIES 1
2.1 SECTION INCLUDES 1
2.2 MEASUREMENT AND PAYMENT 1
2.3 TEMPORARY SANITARY FACILITIES 1
2.4 BARRIERS 1
2.5 TRAFFIC CONTROL 1
2.6 STAGING AREA I
2.7 COORDINATION WITH OWNER AND OTHER
CONTRACTORS 2
2.8 PROTECTION OF EXISTING FACILITIES,
STRUCTURES, AND SERVICES 2
2.9 PROTECTION OF INSTALLED WORK 2
2.10 PROGRESS CLEANING & WASTE REMOVAL 2
2.11 EROSION CONTROL 2
2.12 FINAL CLEANING 2
SECTION 3 - QUALITY CONTROL 3
3.1 SECTION INCLUDES 3
3.2 MEASUREMENT AND PAYMENT 3
3.3 REFERENCES 3
3.4 CONSTRUCTION OBSERVATION 3
3.5 PLANTING OBSERVATION 3
SECTION 4 - SITE PREPARATION 4
4.1 SECTION INCLUDES 4
4.2 MEASUREMENT AND PAYMENT 4
4.3 UTILITY LOCATION AND PROTECTION 4
4.4 SEDIMENTATION AND EROSION CONTROL 4
4.5 CONSTRUCTION LAYOUT 4
4.6 CLEARING, GRUBBING, AND STRIPPING 4
4.7 DEWATERING 4
SECTION 5 - EXCAVATION 5
5.1 SECTION INCLUDES 5
5.2 MEASUREMENT AND PAYMENT 5
5.3 REFERENCES 5
5.4 PREPARATION 5
55 EXCAVATING 5
5.6 PLANTING PREPARATION 5
5.7 TOLERANCES 5
SECTION 6 - FILLING, BACKFILLING AND COMPACTION 6
6.1 SECTION INCLUDES 6
6.2 MEASUREMENT AND PAYMENT 6
6.3 REFERENCES 6
6.4 FILL MATERIALS
6.5 PREPARATION
6.6 BACKFILLING, FILLING, AND SURFACE
PREPARATION
6.7 COMPACTION AND QUALITY CONTROL
6.8 PROTECTION OF FINISHED WORK
6.9 TOLERANCES
SECTION 7 - CHANNEL PROTECTIVE LININGS AND IN-
STREAM STRUCTURES
7.1 SECTION INCLUDES
7.2 MEASUREMENT AND PAYMENT
7.3 REFERENCES
7.4 GENERAL
7.5 MATERIALS
7.6 IN-STREAM STRUCTURES & TOE
STABILIZATION
7.7 CHANNEL PROTECTIVE LININGS
7.8 SLOPE PROTECTION
SECTION 8 - STREAM BANK PLANTING
8.1 SECTION INCLUDES
8.2 MEASUREMENT AND PAYMENT
8.3 REFERENCES
8.4 GENERAL
8.5 LIVE STAKES
8.6 PLANT SUBSTITUTION
8.7 PLANTING PREPARATION
8.8 STREAM BANK PLANTING
8.9 PLANTING PERIODS
8.10 REMOVAL OF NUISANCE VEGETATION
8.11 WATER FOR PLANTINGS
8.12 SUBMITTALS
SECTION 9 - BUFFER PLANTING
9.1 SECTION INCLUDES
9.2 MEASUREMENT AND PAYMENT
9.3 REFERENCES
9.4 GENERAL
9.5 CONTAINER GROWN PLANTS
9.6 BARE ROOT PLANTS
9.7 PLANT SUBSTITUTION
9.8 PLANTING PREPARATION
9.9 PLANTING PERIODS
9.10 REMOVAL OF NUISANCE VEGETATION
9.11 WATER FOR PLANTINGS
9.12 SUBMITTALS
SECTION 10 - PERMANENT SEEDING
10.1 SECTION INCLUDES
10.2 MEASUREMENT AND PAYMENT
10.3 REFERENCES
10.4 GENERAL
10.5 SEEDBED PREPARATION
10.6 SEEDING
10.7 SEEDING DATES
11
6
6
6
6
7
7
7
7
7
7
7
7
8
9
9
10
10
10
10
10
10
10
10
10
10
10
10
11
11
11
11
11
I1
12
12
12
12
12
12
12
12
13
13
13
13
13
13
13
13
1

1
SECTION I - GENERAL REQUIREMENTS
1.1 SECTION INCLUDES
General requirements and information related to the work including,
summary of work.
1.2 SUMMARY OF WORK
The Macon County Stream Repairs and Bank Stabilization project
consists of the earthwork construction of repaired and stabilized
channel banks, in-channel structure installation, toe stabilization,
and/or planting of the repaired channel banks and surrounding buffer
area. Refer to the Construction Drawings and to these Specifications
for project details.
1.3 WORKFORCE EXPERIENCE
The Contractor is required to have the appropriately experienced
personnel on-site to operate equipment and insure that the construction
sequence and installation procedures are followed as determined by the
Engineer. Contractor personnel should be familiar with stream repair
and bank stabilization techniques and the correct method of installing
in-stream structures (i.e. rock cross vanes).
1.4 SPECIFIC EQUIPMENT REQUIREMENTS
The Contractor is required to have at a minimum two excavators with
hydraulic thumbs during the entire course of construction unless
otherwise approved by the Engineer. The hydraulic excavators must be
of sufficient size to lift, manipulate, and install boulders larger than 5-
foot by 4-foot by 3-foot (a maximum of 6 tons).
1.5 MEASUREMENT AND PAYMENT
All measurement and payment for services performed shall be as
indicated in the PROJECT AGREEMENT. As such, they are not
defined in these technical Specifications.
END OF SECTION
t
SECTION 2 - TEMPORARY FACILITIES
2.1 SECTION INCLUDES
Required temporary facilities including site access, temporary sanitary
facilities, barriers, traffic control, construction staging area, Contractor
coordination, protection of existing facilities and installed work,
erosion control measures, and general site cleaning.
2.2 MEASUREMENT AND PAYMENT
See PROJECT AGREEMENT
2.3 TEMPORARY SANITARY FACILITIES
Provide and maintain required sanitary facilities and enclosures. No
permanent sanitary facilities exist at the project site.
2.4 BARRIERS
Provide barriers to prevent unauthorized entry to construction areas, to
allow for Owner and Engineer access to site, and to protect existing
structures and adjacent properties from damage due to construction
operations.
2.5 TRAFFIC CONTROL
Provide traffic control as required to protect the public safety.
Conform to all requirements of State, County, City, or local laws and
requirements for traffic control. Conformance with Contract
Documents does not relieve the Contractor from responsibility for
public safety. Construction operations may be underway on adjoining
portions of the site.
2.6 STAGING AREA
The Owner will designate an area for staging of Contractor's
equipment and construction materials for the duration of construction.
This area shall be maintained so as to provide a sightly appearance and
a safe working environment. No other area shall be used for this
purpose without the approval of the Owner.
Storage of oil or fuel shall be confined to the construction staging area.
Refueling of all vehicles and equipment shall occur only in the staging
area. Refueling of non-mobile equipment located outside of the staging
area will be allowed with Owner approval. No refueling shall occur
within fifty feet of the channel or any other surface water or wetland.
The Contractor shall take appropriate measures to ensure safe fueling
procedures are followed.
Contractor shall provide appropriate spill prevention measures. The
Contractor shall provide a spill containment plan for both the staging
area and the construction area. The plan shall include prevention,
containment, and control of fuel or oil spillage from equipment storage,
refueling, maintenance, and operation on-site. The plan shall address
both mobile and non-mobile equipment used during construction.
Emergency spill cleanup equipment for oil and fuel spills shall be
stored on-site. The Contractor shall notify the Owner and all
applicable agencies within 24 hours of any spill.
Stream Repairs & Bank Stabilization Page 1 Technical Specifications
Macon County Stream Repairs December 2005

2.7 COORDINATION WITH OWNER AND OTHER
CONTRACTORS
Perform coordination with Owner and schedule work to ensure limited
disruption of daily operations. Obtain approval from Owner prior to
the disruption of any access to site utilities, structures, or locations.
Coordinate the disruption of any utility services without regard to
duration. Provide continuous representation/point of contact for
Owner during all site activities. Only access points approved by the
Owner shall be used during construction.
2.8 PROTECTION OF EXISTING FACILITIES, STRUCTURES,
AND SERVICES
The project vicinity, including existing access routes, will continue to
be used for daily operations by the Owner and by others throughout the
duration of the construction. The Contractor shall protect existing
facilities, structures, and services throughout the duration of
construction and provide special protection where specified in
individual specification sections. Provide temporary and removable
protection for existing structures and services.
Control activity in immediate vicinity of facilities, structures, and
services to prevent damage. Any facility, structure, or services
disturbed or damaged, either intentionally or unintentionally, shall be
removed and reinstalled or repaired to the Owner's satisfaction.
Repairs to or replacement of facilities, structures, or services shall be
performed at the expense of the Contractor. Repairs and/or
replacement shall occur without additional cost to the Owner.
2.9 PROTECTION OF INSTALLED WORK
Protect installed work and provide special protection where specified in
individual specification sections. Provide temporary and removable
protection for installed work and products. Control activity in
immediate work area to prevent damage. Any installed work disturbed
or damaged, shall be removed and reinstalled or repaired to the
Engineer's satisfaction. Repairs to or replacement of installed work
shall be performed at the expense of the Contractor. Repairs and
replacement shall occur without additional cost to the Owner.
2.10 PROGRESS CLEANING AND WASTE REMOVAL
Maintain areas free of waste materials, debris, and rubbish. Maintain
site in a clean and orderly condition. Collect and remove waste
materials, debris, and rubbish from site daily and dispose off site.
Remove temporary utilities, equipment, facilities, and materials prior to
Final Application for Payment inspection. Restore existing facilities
used during construction to original condition.
2.11 EROSION CONTROL
J Contractor shall be responsible for preventing erosion on the site and
sedimentation off the site. Methods shall be employed as
recommended in the North Carolina Erosion and Sediment Control
Ab Planning and Design Manual, latest edition.
2.12 FINAL CLEANING
Execute final cleaning prior to final project assessment. Clean site at
all installed work. Remove waste and surplus construction materials,
rubbish, and construction facilities from the site.
END OF SECTION
Stream Repairs & Bank Stabilization Page 2 Technical Specifications
Macon County Stream Repairs December 2005
SECTION 3 - QUALITY CONTROL
3.1 SECTION INCLUDES
Observation of construction operations and buffer and stream bank
planting.
3.2 MEASUREMENT AND PAYMENT
See PROJECT CONTRACT
3.3 REFERENCES
3.4 CONSTRUCTION OBSERVATION
The Owner has engaged the Engineer to observe construction
operations as required in these Specifications. Reports (either verb
written) shall be submitted concurrently to the Owner and Contract
indicating observations and indicating compliance or non-compliar
with Contract Documents.
Observation of construction operations does not relieve Contractor
obligation to perform work to contract requirements. The Contract,
shall allow observation personnel access to materials and the
construction-site as required.
For products or workmanship specified by association, trade, or other
consensus, comply with requirements of the standard, except when
more rigid requirements are specified or are required by applicable
codes.
Conform to reference standard by date of issue on date of Contract
Documents, except where a specific date is established by code.
Section 6 (Filling, Backfilling, and Compaction) of these
Specifications.
Section 8 (Stream Bank Planting) of these Specifications.
Section 9 (Wetland and Buffer Planting) of these Specifications.
s
1

3.5 PLANTING OBSERVATION
The Owner has engaged the Engineer to observe stream bank and
buffer planting as required in these Specifications. Reports will be
submitted concurrently to the Owner and Contractor, indicating
observations and indicating compliance or non-compliance with
Contract Documents.
Observation of planting operations does not relieve Contractor of
obligation to perform work to contract requirements. The Contract
shall allow observation personnel access to materials (see stream b,
plantings specified in Section 8) and the construction-site as requir
END OF SECTION
Stream Repairs & Bank Stabilization
Macon County Stream Repairs
Page 3
Technical Specifications
December 2005
1

1

t

1

s
4.6 CLEARING, GRUBBING, AND STRIPPING
Conform to applicable codes for environmental requirements, disposal
of debris, and erosion and sedimentation control as described above.
Coordinate clearing work with utility owners and operators as
described above. Establish a schedule for daily removal of debris from
the site. Debris may not be stockpiled on-site. Clear areas required for
access to site and execution of work. Remove trees, stumps, other
wood, metal, or rubble debris within work areas unless otherwise
directed by Engineer.
Remove stumps, main root ball, and all roots with a diameter greater
than 2 inches. Leave area in a clean and neat condition. Grade site
surface daily to control the direction of channelized flow and prevent
free standing surface water.
In areas where bank repairs will be implemented, the existing top six
inches of soil should be removed and stockpiled prior to excavation,
construction, or reconstruction efforts.
4.7 DEWATERING
Comply with all rules, regulations, laws, and ordinances of the State of
North Carolina, and of all other authorities having jurisdiction.
Provide, without additional cost to the Owner, all labor, materials,
equipment, and services necessary to make the work comply with such
requirements. Install all barriers, erosion and sedimentation control
devices, silt fences, and other measures as required to prevent off-site
sedimentation.
Grade and ditch the site as necessary to direct surface runoff away from
open excavations and subgrade surfaces. All water drained from the
Work shall be disposed of in a manner that will not result in undue
interference with other work or damage adjacent properties, other
surfaces, structures, and utilities. All water due to the dewatering
operation shall be legally disposed of in accordance with all applicable
State and federal regulations and other applicable regulations.
Under no circumstances shall fill be placed in excavations containing
standing water without approval of the Engineer.
END OF SECTION
Stream Repairs & Bank Stabilization Page 4 Technical Specifications
Macon County Stream Repairs December 2005
SECTION 4 - SITE PREPARATION
4.1 SECTION INCLUDES
Site preparation shall consist of utility location and protection, clearing,
grubbing and stripping of the work area, and construction of any
required temporary construction access routes and temporary sediment
and erosion control measures.
4.2 MEASUREMENT AND PAYMENT
See PROJECT CONTRACT
4.3 UTILITY LOCATION AND PROTECTION
The Contractor shall locate all existing utilities and mark them for
identification. Contractor shall provide means for protecting utilities
from any damage during site work. Repair of damaged utilities shall be
at the Contractor's expense. Coordination should be made with Owner
to locate and mark site specific utilities. NC ONE CALL (1-800-632-
4949)
4.4 SEDIMENTATION AND EROSION CONTROL
Contractor shall be responsible for preventing erosion on the site and
sedimentation off the site. Methods shall be employed as
recommended in the North Carolina Erosion and Sediment Control
Planning and Design Manual, latest edition.
The Contractor shall control sedimentation runoff with methods
approved by the Engineer during the course of construction of this
Project. Depending on the magnitude of the clearing and grubbing
associated with the project, an Erosion Control Plan may be required
Temporary erosion and sediment control measures shall be installed as
described in Section 11 (Sediment & Erosion Control). The Contractor
shall conform to all the rules, regulations, laws, and ordinances of the
State of North Carolina, and of all other authorities having jurisdiction.
4.5 CONSTRUCTION LAYOUT
The construction layout may include, but will not necessarily be limited
to, channel disturbance limits, earthwork limits, and appropriate
grading values. The Contractor is responsible for the construction
surveying and layout. The Contractor is required to have a laser level
or other equivalent equipment available on-site during the entire period
of construction.
1
SECTION 5 -EXCAVATION
5.1 SECTION INCLUDES
Provide all necessary equipment and labor to excavate for channel
restoration without damage or interruption of utility service.
5.2 MEASUREMENT AND PAYMENT
See PROJECT CONTRACT
` 5.3 REFERENCES
Occupational Safety and Health Administration - Construction
Standards for Excavations, 29 CFR Part 1926.650-.652.
When the Specifications or Drawings differ from the requirements of
the above-referenced documents, the more stringent requirements shall
apply.
5.4 PREPARATION
Locate, identify, and protect utilities from damage as described in
Section 4.3. Notify utility companies and coordinate for and/or install
protection of utilities.
5.5 EXCAVATING
Protect all utilities and structures that may be damaged by excavating
It work.
In areas where stream and floodplain grading will be implemented, the
existing top six inches of soil should be removed and stored prior to
construction or reconstruction efforts.
Perform Work in accordance with Occupational Safety and Health
Administration (OSHA) - Construction Standards for Excavations, 29
CFR Part 1926.650-.652. Provide trench and excavation protection as
required. Slope banks with machine to stabilize the slope or flatten it
until shored. Grade top perimeter of excavation to prevent surface
water from draining into excavation. Where required to protect
utilities, perform excavation by hand.
R Remove subsoil, boulders, and rock as directed by the Engineer.
Notify Engineer if subsurface conditions require excavation of larger
subsoil, boulders, and rock, and discontinue Work. Engineer may
direct adjustment in construction elevations. Adjustment of elevations
shall not be a basis for additional payment.
Correct areas over excavated in accordance with Section 6 (Filling,
Backfilling, and Compaction) and as shown in the Construction
Drawings. Stockpile select excavated material on-site for re-use in
t backfill. Stockpile location shall be subject to Owner approval.
5.6 PLANTING PREPARATION
In areas where buffer planting will be implemented, the stockpiled
topsoil and/or off-site topsoil (as required), should be distributed in
preparation for restoration planting operations as described in
SECTION 7 (Channel Protective Linings and In-stream Structures) of
these Specifications. The Contractor is ultimately responsible for
establishing a suitable planting medium with a minimum depth of four
(4) inches.
All areas where topsoil is distributed shall be disked or harrowed to
ensure soil aeration and to increase the surface roughness prior to
planting.
5.7 TOLERANCES
Top surface of channel protective lining (where applicable): Plus or
minus one inch from required elevations.
Top surface of fill, backfill, and topsoil: Plus or minus one inch from
required elevations.
END OF SECTION
Stream Repairs & Bank Stabilization Page 5 Technical Specifications
Macon County Stream Repairs December 2005
1

t

1
t
I
1
1
i
SECTION 6 - FILLING, BACKFILLING AND COMPACTION
6.1 SECTION INCLUDES
Provide all necessary equipment and labor to perform filling,
backfilling, and compaction necessary for construction of repaired
channel banks, and other site work as shown on the Drawings without
damage or interruption of utility service.
Replacement of removed topsoil shall be as described in SECTION 5.6
(Planting Preparation) of these Specifications.
6.2 MEASUREMENT AND PAYMENT
See PROJECT CONTRACT
6.3 REFERENCES
ASTM D698 - Test Methods for Moisture-Density Relations of Soils
and Soil-Aggregate Mixtures, Using 5.5 lb. Rammer and 12-inch Drop.
ASTM D1556 - Test Method for Density of Soil in Place by the
Sand-Cone Method.
ASTM D2922 - Test Methods for Density of Soil and Soil-Aggregate
in Place by Nuclear Methods (Shallow Depth).
ASTM D3017 - Test Methods for Water Content of Soil and Rock in
Place by Nuclear Methods (Shallow Depth).
ASTM D2487 - Classification of Soils for Engineering Purposes.
When the Specifications or Drawings differ from the requirements of
the above-referenced documents, the more stringent requirements shall
apply.
6.4 FILL MATERIALS
Soil excavated during construction and stockpiled may be re-used as
fill provided that it can be conditioned and compacted as specified.
Supplement or replace excavated soils with channel bed material or
ordinary fill as shown on the Drawings and as needed to complete
work. Fill for Lower Bank Zone shall consist of channel bed material
from an approved borrow source. Ordinary fill for Mid-Bank and
Upper Bank Zones shall be any soil classified as SM, SC, SP-SM, SP-
SC, SC-SM, SP, or SW under ASTM D2487 unless otherwise directed
by the Engineer.
If soil excavated during cut operations is not re-used, it shall be
removed from the site to an appropriate disposal facility at no
additional charge to Owner. The Contractor shall be responsible for
the payment of all fees associated with transportation and disposal of
unusable materials.
Suitable borrow material may be available within the vicinity of the
project site but must be identified by the Contractor and approved by
the Engineer.
6.5 PREPARATION
Compact subgrade to density requirements for subsequent backfill
materials. Cut out soft areas of subgrade not capable of compaction in
place. Backfill with ordinary fill material and compact to density equ
to or greater than requirements for subsequent fill material.
6.6 BACKFILLING, FILLING, AND SURFACE PREPARATION
Backfill areas to contours and elevations with unfrozen materials. Do
not backfill over porous, frozen, or spongy subgrade surfaces. Employ
a placement method that does not disturb or damage other work.
Make gradual grade changes. Blend slope into level areas. Place
backfill and fill in loose level lifts not to exceed six inches in thickness
before compaction.
Earth fill in repaired channel banks and other structures shall be placed
so as to meet the following additional requirements:
a. The distribution of materials throughout each zone shall be
essentially uniform and the fill shall be free from lenses, pockets,
streaks, or layers of material differing substantially in texture or
gradation from the surrounding materials.
b. Backfill areas to contours and elevations with unfrozen materials.
Do not backfill over porous, frozen, or spongy subgrade surfaces.
Employ a placement method that does not disturb or damage other
work. Place backfill and fill in loose level lifts not to exceed six
inches in thickness before compaction. Make gradual grade
changes. Blend slope into level areas.
c. If the surface of any layer becomes too hard and smooth for proper
bond with the succeeding layer, it shall be scarified parallel to the
axis of the fill to a depth of not less than 2 inches before the next
layer is placed.
d. The top surfaces of embankments shall be maintained
approximately level during construction, except that a crown or
cross-slope of not less than 2% shall be maintained to insure
effective drainage, and except as otherwise specified for drain fill
zones.
e. Repaired channel banks shall be constructed so that the slope of
the bonding surfaces between embankment in place and
embankment to be placed is not steeper than 1 foot horizontal to 1
foot vertical, unless otherwise specified on the Contract Drawings.
New embankment material shall be benched into existing slope as
shown on the plans. Short bench levels shall be formed to a slope
of IH:IV or flatter, based on existing slope conditions as
determined by the Engineer at the time of construction, unless
otherwise specified on the Contract Drawings. Benching shall be
constructed in such a fashion as to inhibit the formation of
preferential planes of slope failure. The bonding surface of the
embankment in place shall be stripped of all loose material, and
shall be scarified, moistened and recompacted when the new fill is
placed against it as needed to insure a good bond with the new fill
and to obtain the specified moisture content and density in the
junction of the in-place and new fill. Any variation to this method
of tying new fill into the existing filled bank shall be determined
in the field at time of construction by the Engineer.
6.7 COMPACTION AND QUALITY CONTROL
For backfill operations, compaction shall be performed using tracked
equipment as directed by the Engineer. Compaction greater than that
provided by tracked equipment may be deemed necessary by the
Stream Repairs & Bank Stabilization Page 6 Technical Specifications
Macon County Stream Repairs December 2005
i

1
1

1
t
Engineer based on-site or soil conditions. Provide compaction as
directed by the Engineer. Lift thickness shall not exceed 6".
6.8 PROTECTION OF FINISHED WORK
Protect finished work. Reshape and re-compact fills subjected to
vehicular traffic or damaged by erosion.
6.9 TOLERANCES
Top surface of channel protection lining (where applicable): Plus or
minus one inch from required elevations.
Top surface of fill, backfill, and topsoil: Plus or minus one inch from
required elevations.
Top surface of floodplain (where applicable): Plus or minus one inch
from required elevations.
END OF SECTION
SECTION 7 - CHANNEL PROTECTIVE LININGS AND IN-
STREAM STRUCTURES
7.1 SECTION INCLUDES
Temporary and permanent channel erosion protective linings and in-
stream rock structures.
7.2 MEASUREMENT AND PAYMENT
See PROJECT CONTRACT
7.3 REFERENCES
The following specifications and methods form a part of this
Specification:
ASTM C88 - Standard Test Method for Soundness of Aggregates by
Use of Sodium Sulfate or Magnesium Sulfate
ASTM C 127 - Standard Test Method for Specific Gravity and
Absorption of Coarse Aggregate
NCDOT - Standard Specifications for Roads and Structures.
When the Specifications or Drawings differ from the requirements of
the above-referenced documents, the more stringent requirements shall
apply.
7.4 GENERAL
A Channel Protective Lining has been selected along channel banks.
In-stream Structures will be installed to provide additional bank
protection where shown on the Drawings. Materials to be used in
Channel Protective Linings and the In-stream Structures are specified
in this section.
Channel erosion protection linings shall be constructed of the materials
specified in this section and as shown on the Drawings. Linings shall
be laid true to the grade shown on the Drawings. Linings shall make a
smooth interface with the surrounding grade. Any portion of the lining
which has its grade or surface disturbed after placement shall be
repaired. Any portion thereof already in place which is found to be
defective or damaged shall be repaired or replaced, as directed by the
Engineer, without additional cost to the Owner.
The in-stream structures shall be constructed of the materials specified
in this section and as shown on the Drawings. Any portion of the
structure which is disturbed after placement shall be repaired. Any
portion of the structure found to be defective or damaged shall be
repaired or replaced, as directed by the Engineer, without additional
cost to the Owner.
7.5 MATERIALS
A

Materials include excelsior and coir fiber matting manufactured
especially for erosion control, Eco-Stakes, wire staples, nonwoven
geotextile, boulders, channel bed material, NCDOT Coarse Aggregate
Size #57, NCDOT Class A Erosion Control Stone, NCDOT Class B
Erosion Control Stone, NCDOT Class 1 Rip Rap (RipRap), and
NCDOT Class 2 Rip Rap (RipRap).
Stream Repairs & Bank Stabilization
Macon County Stream Repairs
Page 7
Technical Spectttcattons
December 2005
1

1

1

s
Matting for erosion control in areas other than stream banks with mild
slopes shall be excelsior matting. Excelsior matting shall consist of a
machine produced mat of curled wood excelsior that is a minimum of
47 inches in width. The mat shall weigh 0.975 pounds per square yard
with a tolerance of plus or minus 10 percent. At least 80 percent of the
individual excelsior fibers shall be 6 inches or more in length. The
excelsior fibers shall be evenly distributed over the entire area of the
blanket. One side of the excelsior matting shall be covered with an
extruded plastic mesh. The mesh size for the plastic shall be a
maximum of V x V square. Matting for erosion control shall not be
dyed, bleached, or otherwise treated in a manner that will result in
toxicity to vegetation. Other acceptable material manufactured
especially for erosion control may be used when approved by the
Engineer in writing before being used.
Erosion control matting for stream banks shall be CF 7 coir matting.
Matting shall be 100% coir fiber. Minimum Specifications for coir
matting as follows:
Weight 20.6 oz/yd' (700 g/mZ) ASTM-D3776
Thickness 6.34 mm
Water Velocity 10 ft/s
Grab/Elongation (Dry) 115.8lbs/23.9% MD ASTM-D4594
54.llbs/33.5% XD
Manning's n 0.0294
Max Shear Stress 4.46 lb/ft2
1 Nonwoven Geotextile: Geotextile shall be a nonwoven fabric with a
minimum weight of 12 ounces per square yard (ASTM D3776), a
minimum grab strength in either direction of 180 pounds (ASTM
D4632), a minimum puncture resistance of (ASTM D4833) of 85
pounds, and permeability of (ASTM D4491) greater than 0.2 cm/sec.
Fabric meeting these Specifications shall still be subject to approval or
rejection by the Engineer. At the time of installation, the fabric will be
rejected if it has defects, rips, holes, flaws, deterioration, or damage
incurred during the manufacture, transportation, or storage.
NCDOT Coarse Aggregate Size #57: Shall conform to gradation
requirements of Table 1005-1, NCDOT Specifications.
NCDOT Class A Erosion Control Stone: 2 to 6-inch, widely graded,
durable, crushed stone conforming to applicable NCDOT standards
(No more than 5% of the material furnished can be less than the
minimum size specified, nor more than 10% of the material can exceed
the maximum size specified). Concrete rubble shall not be used.
NCDOT Class B Erosion Control Stone: 5 to 12-inch, widely graded,
durable, crushed stone conforming to applicable NCDOT standards
(No more than 5% of the material furnished can be less than the
minimum size specified, nor more than 10% of the material can exceed
the maximum size specified). Concrete rubble shall not be used.
NCDOT Class 1 Rip Rap (RipRap): 5 to 17-inch, widely graded,
durable, crushed stone conforming to applicable NCDOT standards.
The stone shall vary in weight from 5 to 200 pounds with 30%
weighing a minimum of 60 pounds each and 10% weighing a minimum
of 15 pounds each. (No more than 5% of the material furnished can be
less than the minimum size specified, nor can more than 10% of the
material exceed the maximum size specified). The rock fragments sh,
be angular to subrounded in shape. Concrete rubble shall not be used.
NCDOT Class 2 Rip Rap (RipRap): 9 to 23-inch, widely graded,
durable, crushed stone conforming to applicable NCDOT standards.
The stone shall vary in weight from 25 to 250 pounds and 60% shall
weigh a minimum of 100 pounds each. (No more than 5% of the
material furnished can be less than the minimum size specified, nor ca
more than 10% of the material exceed the maximum size specified).
The rock fragments shall be angular to subrounded in shape. Concrete
rubble shall not be used.
Boulders (Toe Stabilization and Footer Rocks): Boulders of
approximate dimension 5' x 3' x 2' shall be individually picked by
Contractor from the quarry or the on-site stockpile for use in in-stream
structure construction. Boulders as small as 3' x 2' x 2' may be used;
however, they shall not constitute more than 30% of the total boulders.
Boulders shall be relatively flat on either side in the same dimension,
preferably the long dimension and must have smooth ends.
7.6 IN-STREAM STRUCTURES & TOE STABILIZATION
The work covered by this section consists of the construction of in-
stream structures including constructed riffles, rock cross vane
structures, and rock toe stabilization.
The quantity of in-stream structures and length of toe stabilization to be
constructed will be affected by actual conditions that occur during the
construction of the project. The type and quantity of structures may be
increased or decreased at the direction of the Engineer. Such variations
in quantity will not be considered as alterations in the details of
construction or a change of character of the work.
A tracked hydraulic excavator with a thumb of sufficient size to move
specified boulders is required for this item. Precise placement of
structures will be determined during construction by the Engineer and
may not reflect the construction Drawings. In-stream structures and toe
stabilization installed must be inspected and approved by the Engineer.
Excavation for the purpose of installation is incidental and is covered
by this line item.
The excavation of the subgrade and installation will be consecutive and
continuous. Once the installation procedure has been initiated, it will
be completed before the end of the workday. Any incidental/accidental
discharge of sediment accumulation as a result of the installation
procedure will be removed or integrated into the designed bedform.
Excavation shall terminate at bedrock if contacted prior to the design
grade. Bedrock will be excavated only if it is determined to be rippable
and necessary by the Engineer.
Install toe stabilization as shown on the Drawings and as directed by
the Engineer. Grade area where toe stabilization is to be constructed.
Surface shall be free of obstructions, debris, and pockets of soft or low
density material. Unless otherwise directed by the Engineer, the stone
shall be placed on the slope and/or angle as indicated on the plans. Th(
stone shall be graded so that the smaller stones are uniformly
distributed throughout the mass. The Contractor may place the stone
by mechanical methods provided that when the work is completed, it
forms a properly graded, dense, neat layer of stone.
Place constructed riffles and rock cross vanes as shown on the
Drawings. Footer rocks shall be installed to define shape of in-stream
Stream Repairs & Bank Stabilization
Macon County Stream Repairs
Page 8
Technical Specifications
December 2005
1

1
fl

A

r
t

1
rock structures. Footer rocks shall be installed such that their long
dimension is oriented in the direction of flow. No gaps shall be left
between footer rocks except at the hook of the J-hook. Minimum
footer rock depth below the proposed ground surface of the stream bed
shall be 4 feet unless bedrock is encountered. Rock sills shall extend a
minimum of 3 feet beyond bankfuil (perpendicular to stream flow) as
indicated on plans. Geotextile shall be placed over structures and
backfilled with aggregate as shown on plans.
7.7 CHANNEL PROTECTIVE LININGS
Grade the area to be lined. Surface shall be free of obstructions, debris,
and pockets of soft or low density material. The rock weir structures
shall be completed prior to installation of the channel protective
linings.
Cover area with all available on-site stockpiled topsoil to a preferred
minimum depth of 4 inches. Final grade with topsoil shall be as shown
on Drawings. Topsoil shall be prepared with fertilizer and lime, and
seeded as described in Section 10 (Permanent Seeding) of these
Specifications. The Contractor is ultimately responsible for
establishing a suitable planting medium with a minimum depth of six
(6) inches.
Install CF-7 erosion control matting perpendicular to the axis of the
stream. The matting shall be laid smooth and free from tension, stress,
folds, wrinkles and creases. Horizontal overlaps shall be a minimum of
12 inches with the upper matting overlapping the lower matting.
Vertical overlaps in matting shall be a minimum of 12 inches with the
upstream matting overlapping the downstream matting.
The top (crest) edge of the matting shall be anchored in a trench at least
12 inches deep, as shown on the Construction Drawings, to prevent
undercutting of the matting. The trench should be located a minimum
of 12 inches from the top of bank, and shall not alter channel or
floodplain grade. Matting trench and Eco-Stakes® shall be installed as
shown on Drawings. Matting shall be anchored utilizing Eco-stake®
brand stakes installed not more than 3 feet apart (3' on centers) and
staggered, with a minimum of 3 stakes per square yard of matting over
the entire lined area. 24-inch Eco-stakes@ shall be used along the toe
of the channel and 12-inch stakes shall be used within the field and top
edge of the matting as detailed on the Construction Drawings. Along
all laps (both vertical and horizontal) in the matting, install a common
row of staples at the seam, installing staples on 1 foot (12 inch) centers.
Along the toe, 24 inch Eco-Stakes® shall be spaced not more than 2
feet All stakes shall be driven perpendicular to the axis of the stream as
shown on Drawings. Care shall be taken to avoid damage to matting
material.
In the event that the matting is displaced or damaged during
installation, the matting shall be repositioned or replaced. This will be
done at no additional cost to the Owner.
7.8 SLOPE PROTECTION
Grade area to be lined. Surface shall be free of obstructions, debris,
and pockets of soft or low density material.
Cover area with all available on-site stockpiled topsoil to a preferred
minimum depth of 4 inches. Final grade with topsoil shall be as shown
on Drawings. Topsoil shall be prepared with fertilizer and lime, and
seeded as described in Section 10 (Permanent Seeding) of these
Specifications. The Contractor is ultimately responsible for
establishing a suitable planting medium with a minimum depth of
(4) inches.
Install excelsior matting perpendicular to slope. Matting shall be I
unrolled with netting material on top and blanket material in contact
with the soil. (Note: some excelsior matting has netting on both sides.
The matting shall be laid smooth and free from tension, stress, folds,
wrinkles and creases. Horizontal overlaps shall be a minimum of 12
inches with the upper matting overlapping the lower matting. Vertical
overlaps in matting shall be a minimum of 12 inches.
The top (crest) and bottom (toe) edges of the matting shall be anchored)
in trench at least 12 inches deep as shown on Drawings to prevent
undercutting of the matting. Matting trench and wire staples shall be
constructed and installed as shown on Drawings. Wire staples shall be
installed not more than 3 feet apart (Yon centers) and staggered, with a
minimum of 3 stakes per square yard of matting over the entire lined
area. Staples shall be driven perpendicular to the soil surface. Staples
shall be driven flush with soil surface to reduce potential for movement
of the erosion control matting. Staples shall be installed in parallel
rows on 3' centers and in trenches at the top and bottom of the slope as
shown on Drawings. Along all laps (both vertical and horizontal) in
the matting, install a common row of staples at the seam, installing
staples on )foot (12 inch) centers. All standard anchoring staples shall
be 18 inches in length. Staples shall be driven in with a wooden
mallet. Care shall be taken to avoid damage to matting material.
In the event that the matting is displaced or damaged during
installation, the matting shall be repositioned or replaced. This will be
done at no additional cost to the Owner.
END OF SECTION
Stream Repairs & Bank Stabilization Page 9 Technical Specifications
Macon County Stream Repairs December 2005
A
i SECTION 8 - STREAM BANK PLANTING 8.6 PLANT SUBSTITUTION
i
f]

8.1 SECTION INCLUDES
Provide all necessary equipment and labor to implement stream bank
planting plan.
8.2 MEASUREMENT AND PAYMENT
See PROJECT CONTRACT
8.3 REFERENCES
The following specifications and methods form a part of this
Specification:
NCDOT - Standard Specifications for Roads and Structures.
15 NCAC 2B.200 - Classification of Water Quality Standards
Applicable to Surface Waters & Wetlands of North Carolina
American Standard for Nursery Stock, latest edition
S
NCDENR - Erosion and Sediment Control Planning and Design
Manual
When the Specifications or Drawings differ from the requirements of
the above-referenced documents, the more stringent requirements shall
apply-
1 8.4 GENERAL

a
f]

All plants shall be as called for by these Specifications and shown on
the Drawings. All plants delivered shall be true to name. Each plant,
or group of the same species, variety, and size of plant, shall be legibly
tagged with the name and size of the plant.
All plants shall be first-class representatives of their species. Stakes
shall be reasonably straight.
All plants shall be free from plant diseases and insect pests. All
shipments of plants shall comply with all nursery inspection and plant
quarantine regulations of the States of origin and destination, as well as
with Federal regulations governing interstate movement of stock. If
stock from other States is used, the stock shall be accompanied by a tag
or certificate stating, in effect, that the stock has been inspected and
certified by an authorized official of the State of origin as apparently
free from injurious plant pests.
All plants shall be subject to inspection at any time by the Engineer
Any such inspection before or during planting operations, however
shall not be construed as final acceptance of the plants involved.
8.5 LIVE STAKES
Live stakes, if approved for use by the Engineer, shall consist of freshly
cut live plants of select stock which has been developed by proper
cultural treatment. Stakes and cuttings shall be 3/8" to 1/2" diameter
and between 12 and 18 inches long. They shall be carefully cut from
mother-stock plantings. Plant materials shall be packaged, transported,
and handled in a manner that will prevent injury, drying out, or
freezing.
No change in the specified plants (species, variety, size, caliper,
furnish, etc.) will be made without written approval of the Engineer.
All requests by the Contractor for substitutions shall be presented in
writing and shall include a listing of the sources which have been
contacted in an attempt to secure the specified plant material. Requi
for substitutions shall include botanical name, common name, size,
caliper, and furnish description of the proposed substitute. No incre
in compensation will be made to the Contractor as a result of the use
the approved substitute plants.
8.7 PLANTING PREPARATION
In areas where stream restoration will be implemented, preparation f
restoration planting operations shall be as described in SECTION 7
(Channel Protective Linings) of these Specifications.
Where live stakes shall be planted, through the Channel Protective
Lining, holes shall be made by neatly punching a hole in the matting
with a dibble bar (a heavy metal tool with a blade and a foot petal).
The dimensions of the hole shall not exceed 3" in any direction and
shall not damage the surrounding matting.
8.8 STREAM BANK PLANTING
Where live stakes shall be planted, they shall be installed at a 45 to 1
degree angle in the direction of stream flow. The buds of stakes and
plant cuttings should point upward and about 2 inches of wood shot
be exposed above the ground surface. Tamp the surrounding soil
firmly to eliminate air pockets.
Where stream bank planting is directed, areas shall be planted with
trees, using 10-foot by 10-foot centers as shown on the Constructior
Drawings. Areas planted with shrubs will be on 12-foot by 12-foot
centers.
Care should be taken to avoid planting stakes too deep or too shallo
and to avoid damage to stakes during planting. Planting depth shou
be in accordance with listed references and supplier recommendatio
8.9 PLANTING PERIODS
The installation of live stakes, bare root, or container grown plants
shall be performed before April 15, 2006. However, planting can ni
begin until all stream repairs have been completed.
8.10 REMOVAL OF NUISANCE VEGETATION
Removal or control of nuisance vegetation shall be performed for a
period of 90 days as necessary to ensure adequate survival of specifi
plant species.
8.11 WATER FOR PLANTINGS
The Contractor shall install a rain gage and collect daily gage readir
at the site. Contractor shall provide initial watering on the day of
planting and thereafter at a minimum rate of 1 inch per week (incluc
rainfall) for a period of 90 days. Water used in the planting or care
Stream Repairs & Bank Stabilization
Macon County Stream Repairs
Page 10
Technical Specifications
December 2005

vegetation and plantings shall meet the requirements of Class C fresh
waters as defined in 15 NAC 2B.200.
1
8.12 SUBMITTALS
Contractor shall submit purchase certificates (or other proof) of all
species planted.
END OF SECTION
i
t

SECTION 9 - BUFFER PLANTING
9.1 SECTION INCLUDES
Provide all necessary equipment and labor to implement buffer plantin
plan.
9.2 MEASUREMENT AND PAYMENT
See PROJECT CONTRACT
9.3 REFERENCES
American Standard for Nursery Stock, latest edition
NCDENR - Erosion and Sediment Control Planning and Design
Manual
15 NCAC 2B.200 - Classification of Water Quality Standards
Applicable to Surface Waters & Wetlands of North Carolina
The following specifications and methods form a part of this
Specification:
NCDOT - Standard Specifications for Roads and Structures.
When the Specifications or Drawings differ from the requirements of
the above-referenced documents, the more stringent requirements shall
apply.
9.4 GENERAL
All plants shall be as called for by these Specifications. Bare rooted
plants may be used in lieu of container grown plants provided written
approval for such use has been obtained from the Engineer. Grading of
plants, type and minimum dimensions of containers shall conform to
the Specifications contained in the latest edition of American Standard
for Nursery Stock. Plants shall not be cut back from larger sizes to
meet sizes called for on the Drawings. All plants delivered shall be
true to name. Each plant, or group of the same species, variety, and
size of plant, shall be legibly tagged with the name and size of the
plant.
All plants shall be first-class representatives of their species. The root
system shall be vigorous and well-developed. The branch systems shall
be of normal development, and free from disfiguring knots, sun scald
injuries, abrasions of the bark, dead or dry wood, broken terminal
growth, or other objectionable disfigurements. Trees shall have
reasonably straight stems, and shall be well branched and symmetrical
in accordance with their natural habits of growth.

All plants shall be free from plant diseases and insect pests. All
shipments of plants shall comply with all nursery inspection and plant
quarantine regulations of the States of origin and destination, as well as
with Federal regulations governing interstate movement of nursery
stock. If nursery stock from other States is used, the stock shall be
accompanied by a tag or certificate stating, in effect, that the nursery
stock has been inspected and certified by an authorized official of the
State of origin as apparently free from injurious plant pests.
All plants shall be subject to inspection at any time by the Owner,
Stream Repairs & Bank Stabilization
Macon County Stream Repairs
Page I I
Technical Specifications
December 2005

Engineer, or a party to be named by the Owner. Any such inspection
before or during planting operations, however shall not be construed as
final acceptance of the plants involved.
9.5 CONTAINER GROWN PLANTS
Container grown plants shall be healthy, vigorous, well-rooted, and
shall have become established in the container in which they are
delivered. These plants shall have been in the established container
long enough for the fibrous roots to have developed so that the root
mass will retain its shape and hold together when removed from the
container. The container shall be a 1 gallon container or larger,
sufficiently rigid to firmly hold the soil protecting the root during
transporting, handling, and planting, and the soil shall not be allowed
to become frozen.
9.6 BARE ROOT PLANTS
Bare root plants, if approved for use by the Engineer, shall have a
heavy fibrous root system which has been developed by proper cultural
treatment. They shall be dug, packaged, transported, and handled in a
manner that will prevent injury to or drying out of the trunks, branches,
or roots, or freezing of the roots.
9.7 PLANT SUBSTITUTION
No change in the specified plants (species, variety, size, caliper,
famish, etc.) will be made without written approval of the Engineer.
All requests by the Contractor for substitutions shall be presented in
writing and shall include a listing of the sources which have been
contacted in an attempt to secure the specified plant material. Requests
for substitutions shall include botanical name, common name, size,
caliper, and furnish description of the proposed substitute. No increase
in compensation will be made to the Contractor as a result of the use of
the approved substitute plants.
9.8 PLANTING PREPARATION
In areas where wetland and buffer planting will be implemented,
preparation for planting operations shall be as described in SECTION
5.6 (Planting Preparation) of these Specifications.
Where container grown plants will be planted, holes made in
preparation for tree and shrub species planting shall be as shown on the
Construction Drawings.
Bare root plants and container-grown plants shall be planted in holes
made by neatly punching a hole through slope protection matting and
into existing grade with a dibble bar (a heavy metal tool with a blade
and a foot petal). The dimensions of the hole shall not exceed 3" in any
direction.

9.9 PLANTING PERIODS
The installation of bare root and container grown plants shall be
performed between October 15 and December 15, 2005. However,
planting can not begin until all stream repairs have been completed.
9.10 REMOVAL OF NUISANCE VEGETATION
Removal or control of nuisance vegetation shall be performed for a
period of 90 days as necessary to ensure adequate survival of specified
plant species.
END OF SECTION
Stream Repairs & Bank Stabilization
Macon County Stream Repairs
Page 12
9.11 WATER FOR PLANTINGS
The Contractor shall install a rain gage and collect daily gage readings
at the site. Contractor shall provide initial watering on the day of
planting and thereafter at a minimum rate of V per week (including
rainfall) for a period of 90 days. Water used in the planting or care of
vegetation and plantings shall meet the requirements of Class C fresh
waters as defined in 15 NAC 2B.200.
9.12 SUBMITTALS
Contractor shall submit purchase certificates (or other proof) of all
species planted.
i ecnntcat -jpecnications
December 2005

SECTION 10 - PERMANENT SEEDING
10.1 SECTION INCLUDES
i
bili
i
te sta
zat
on.
Permanent seeding for permanent s
10.2 MEASUREMENT AND PAYMENT
See PROJECT CONTRACT
10.3 REFERENCES
The following specifications and methods form a part of this
Specification:
NCDENR - Erosion and Sediment Control Planning and Design
Manual
When the Specifications or Drawings differ from the requirements of
the above-referenced documents, the more stringent requirements shall
apply-
1 10.4 GENERAL
Permanent seeding shall be executed in temporary lined areas and all
other areas which are disturbed during construction activities. In areas
where Channel Protective Lining will be installed, seedbed preparation
and seeding shall be performed prior to the placement of erosion
control matting (See SECTION 7 - Channel Protective Linings).
1 10.5 SEEDBED PREPARATION
Complete grading before topsoiling or preparing seedbeds. Avoid
creating steep slopes. Excess stockpiled topsoil not used in
construction of Channel Protective Lining shall be redistributed across
areas to be seeded. Where topsoil is unavailable, topsoil shall be
imported.
The topsoil should be spread to a uniform depth of six inches and
bonded to the subsoil by loosening with a disc, harrow, or chisel plow.
Areas where seeding will occur on exposed finished grade shall be
disked or harrowed to ensure soil aeration and to increase the surface
roughness prior to planting.
areas where Channel Protective lining will be installed, no mulch shal
be used and erosion control matting shall be placed within 24 hours of
seeding. Apply mulch at the rates indicated below. The native specie;
herbaceous seeding mixtures indicated below will be applied at a rate
of V2 pound per 1000 square feet and will be mixed with the appropriat
amount of rye or millet.
Native Snecies Herbaceous Seedine Mixture:
In the Lower Bank Zone: I
Species
Scarlet Beebalm
Jewelweed
Common Rush
Forget-me-not
Sedge
Elderberry
(Monarda didyma)
(Impatiens capensis)
(Juncus effuses)
(Myosotis scorpioides)
(Carex sp.)
(Sambucus canadensis)
All other disturbed areas:
Species
Queen Anne's Lace (Daucus carota)
Red Clover (Trifoium pratense)
Narrowleaf Plantain (Plantago lanceolata)
Clasping Venus' Looking-glass
(Specularia perfoliata)
Common Plantain (Plantago major)
Native Grasses
Grass Seeding
Type Dates Possible
Annual Rye Aug. 15 - May 1
German Millet MayI -Aug 15
Rate
601bs./ac.
401bs./ac.
Mulch Rate (lbs/1000 sa.R. )
Grain Straw 70
10.7 SEEDING DATES
Seeding dates given in these Seeding Specifications have the best
probability of success.
Apply lime and fertilizer evenly across seedbed and work into the top Best Possible
4-6 inches of soil by discing or other suitable means. Operate Late winter 15 Feb-15 Mar 1 Dec-15 Mar
machinery on the contour. Late Fall 1 Sept-30 Sept 1 Oct-30 Nov
Rework the surface if soil becomes compacted or crusted prior to
seeding. Complete seedbed preparation by breaking up large clods and
raking into a smooth, uniform surface. Fill in or level depressions that
can collect water.
10.6 SEEDING
Apply permanent seeding to seedbed after preparation is complete. Use
certified seed for permanent seeding whenever possible. Certified seed
is inspected by the North Carolina Crop Improvement Association. It
meets published North Carolina Standards and should bear an official
"Certified Seed" label. Broadcast seed into a freshly loosened seedbed
that has not been settled by rainfall. Mulch must be used on slopes
4H:1 V or steeper and in areas when concentrated water may flow.
Anchor mulch with netting in areas subject to concentrated flow. In
10.8 SOIL AMENDMENTS
Apply lime and fertilizer according to soil tests, or apply 2 tons/acre
(4,000 lb/acre) ground agricultural limestone and 1,000 lb/acre 5-10-10
fertilizer, or as directed by the Engineer.
10.9 MULCH
Apply grain straw, or equivalent cover of another suitable mulching
material as described above. Anchor mulch by roving or netting.
Netting shall be used on slopes steeper than 2H:1 V.
END OF SECTION
Stream Repairs & Bank Stabilization Page 13 Technical Specifications
Macon County Stream Repairs December 2005

SECTION II - SEDIMENT & EROSION CONTROL Drawings. The filter fabric shall be stapled or wired to each post. T
filter fabric shall extend into the ground as shown in the Drawings.
11.1 SECTION INCLUDES
If possible, the filter fabric shall be cut from a continuous roll to avo
Installation of temporary sediment and erosion control measures to the use of joints. When joints are necessary, securely fasten the filte
include installation of silt fence and temporary seeding measures. The cloth only at a support with overlap to the next post.
Contractor shall maintain these measures to ensure proper structure
function and vigorous temporary vegetative cover during construction. Silt fences shall be inspected weekly and after each significant storrr
inch in 24 hrs.). Any required repairs shall be made immediately.
11.2 MEASUREMENT AND PAYMENT Sediment shall be removed when it reaches 1/3 the height of the fen(
or 9 inches maximum. Dispose of the sediment in the designated
See PROJECT CONTRACT disposal area.
11.3 REFERENCES 11.6 TEMPORARY SEEDING
The following specifications and methods form a part of this The Contractor shall provide all labor, materials, tools, and other ite
Specification: necessary to provide temporary seeding in accordance with State an(
local Standards.
ASTM D4355 - Standard Test Method for Deterioration of Geotextiles
from Exposure to Ultraviolet Light and Water (Xenon-Arc Type Areas where no substantial or significant progress is made for more
Apparatus) than 15 days shall be temporarily seeded as shown on the Drawings
specified herein. All areas must be seeded, mulched, and anchored
ASTM D4632 - Standard Test Method for Grab Breaking Load and unless written approval is granted by the Owner. Incidental grading
Elongation of Geotextiles shall not constitute substantial or significant progress in constructioi
activity.
ASTM D4751 - Standard Test Method for Determining Apparent
ll
i
d
l
f
Opening Size of a Geotextile ow
ng
iate
y
o
Seeding and mulching shall be done imme
construction. All disturbed areas shall be dressed to a depth of 8
NCDENR - Erosion and Sediment Control Planning and Design inches. The top 3 inches shall be pulverized to provide a uniform
Manual seedbed.
When the Specifications or Drawings differ from the requirements of Agricultural lime shall be applied at a rate of 4,000 pounds per acre
the above-referenced documents, the more stringent requirements shall immediately before plowing.
apply Grass seed shall be applied at the following rate:
11.4 MATERIALS
Tie Dates Possible Rate
Silt Fence: Silt fence shall have steel posts, woven wire fabric, and Annual Rye Aug. 15 - May 1 60 lbs./ac.
filter fabric. The steel post shall have a minimum length of 5' and German Millet MayI -Aug 15 40 lbs./ac.
minimum width of 13/4". The steel posts shall have projections for
fastening the wire to the fence. The woven wire fabric shall be at lest
5-10-10 fertilizer shall be applied to all disturbed areas at a rate of ]
32 inches high, and shall have at least 6 horizontal wires. Vertical pounds per acre, and mulching shall consist of small grain straw
wires shall be spaced a maximum of 12 inches apart. The top and applied a rate of 70 pounds per 1000 square feet (70lbs./1000sq.ft.)
bottom wires shall be at least 10 gauge. All other wires shall be at least Mulch shall be anchored by roving or netting.
12'h gauge. The silt fence filter fabric shall meet the following
END OF SECTION
minimum criteria:
Grab Tensile Strength 100 lbs.
Grab Tensile Elongation 15 %
UV Resistance 70%.
Apparent Opening Size (AOS) 20 (US Sieve)
11.5 SILT FENCE
The Contractor shall provide all labor, materials, tools and other items
necessary to furnish and install the silt fence as shown on the Drawings
and specified herein. The silt fence shall be placed following the
contours as closely as possible. The ends of the silt fence shall be
turned uphill
The posts shall not exceed a spacing of 8 feet. The posts shall be
driven into the ground and shall extend above ground as shown on the

Stream Repairs & Bank Stabilization Page 14 Technical Specifications
Macon County Stream Repairs December 2005
i
SECTION 12 - SITE MAINTENANCE
12.1 SECTION INCLUDES
Site maintenance to ensure vigorous vegetative cover, stable channel
lining, and durability of the work.
12.2 MEASUREMENT AND PAYMENT
See PROJECT CONTRACT
12.3 EXECUTION
Contractor shall revisit the site as to inspect the condition of the project
site. Areas of erosion, settlement, poor vegetative cover, and displaced
coir or excelsior materials or in-stream structures, shall be repaired.
Site visits shall be coordinated with Owner.
Erosion areas shall be filled and reseeded in accordance with Section
10 - Permanent Seeding. Areas of poor vegetative cover shall be
reseeded and refertilized only.
Displaced, damaged, or dead shrub species shall be removed, and
replanted in accordance with Sections 8 & 9 - Stream Bank Planting
and Buffer Planting.
Displaced channel lining materials shall be recovered (if possible) and
replaced, or replaced with new channel lining materials to the design
line and grade.
END OF SECTION
i
>f

i
Stream Repairs & Bank Stabilization Page 15 Technical Specifications
Macon County Stream Repairs December 2005

i
y
y
ti
ti
ti
4
ti
ti
ti
ti
ENDANGERED SPECIES SURVEY
r
t
s
ENDANGERED SPECIES SURVEY ON
PEEKS CREEK,
MACON COUNTY, NORTH CAROLINA
Prepared for:
Department of Agriculture
Natural Resource and Conservation Service
Macon County
Franklin, North Carolina
Prepared by:
Pamela M. Boaze, Senior Biologist
Fish and Wildlife Associates, Inc.
P. O. Box 241
Whittier, NC 28789
September 19, 2005
r-?

ENDANGERED SPECIES SURVEY ON
PEEKS CREEK,
NORTH CAROLINA
MACON COUNTY
,
INTRODUCTION
The Department of Agriculture, Natural Resource and Conservation Service is
proposing, using Emergency Watershed Protection funds, to repair damage done to Peeks
Creeks (Macon County, NC) as a result of flooding from on September 16, 2004. The
work will take place in the area shown in Figure 1. Plans call for streambank
stabilization, channel relocation, and revegetating the area along a 4650 foot section of
the stream. A review of data supplied by North Carolina Natural Heritage Database has
been documented that 47 species of federally listed endangered, threatened or species of
concern occur in Macon County, NC (Attachment 1).
METHODS
On September 7, 2005, Pam Boaze, Senior Biologist with Fish and Wildlife Associates,
Inc. surveyed the Peeks Creek area as shown in Figure 1 to determine if any of the
federally listed endangered, threatened, or species of concern or their habit are present
within the area of Peeks Creek that will under go restoration. The survey consisted of a
search along the riparian zone of the stream and an examination of the stream riffles,
pools, and banks throughout the entire project area.
RESULTS
r
Following an inspection of the area of Peeks Creek that will be subject to restoration, it is
the opinion of this Biologist that this project will not impact any of the federally listed
endangered, threatened, or species of concern or their habit. The devastation that
occurred on Peeks Creek within the project area was such that the biological community
and the riparian zone of this stream was completely lost. Figure 2 shows a representative
segment of Peeks Creek showing the devastation along the banks and the stream channel.

s
t
r
RECOMMENDATIONS
Therefore, it is my biological opinion that this project will NOT EFFECT any of
the federally listed endangered, threatened, or species of concern or their habitat of the
are listed for Macon County, NC and that no further work be carried out searching for
these species.
?41-1-711 i
1\.:?.• ?rS I 'l ??Y / F! ?1• i+?? lr?• l'? .rim.. 1 F? ..t ..f ?• .>
[1 ," ,? `, :' i * r r tt ?? mss: 1 t f "- • t` \?? E .
! r
Y
-i BM
2115 y Pin?+?Oty ,
RAI
x t( r,1
rine
Grove
1? 4 ? Rf"? J? /? 0 Sch • f
Ilk
t?. ?i??•?vl `?!'?'.? ,? ?.?t -/ ??" .:? ??lr'".:? il?'f r.;..?) ?:. 2;?{ / l
f_ f
t Fs d , ?= 1 I
o%N r?'? e' Q s a -"s
' , r'• I ?? f _ ? ?`?--r-?.. 1 l `ter `Y' :.
?? _-..?? 1, r'"`,,=-, , ? ?F ? ?i ? . .,?,?/t)?! c '? `.??? ,?,, may,, -? -..•..? L., i ? p'` '?
r ;?""? - ? ?? f ! ? ? { ?i? f f _.C ?• d-"c;.i f ,?? J 1 s, Lam., y?,,:•'.', ?--.? ? , ? , J'r» E `???'
?! ?-'- 1r_ -?rr, f - ? 4 +? t/`} \w _ ? r-?? "1 r ? ? ....??..r -. ?.', -?,? :,." -Zt? rJ ?c,.• Q
/ ' i ?f `_ / '` i t .T r! ? f a7 :,bt?r"'? ' _ ,, : r? f• 9Ni? ?' (, `, t .?, ?.. ..?.,,,?`,
•11 v ! '/;<" ? ) ? )c?,1 : (. I ! ?" r----,;,
• //i t 1. ??' ++ .r"?.. ?.??. ?;l r? .? jf
?, ?Y .~??..f ?r.? ? ?`? }I!('"'" r,'if?'?I •'?il ,. ?..?'.Z?-?,;•r. .??„rr ?3?._ 3 ? ???? -- 1.??
;' ? t rl?.-, ;q? . ,Y?r?^ {? ?!'t,./ r,fF?.'?? t''~?'.,./ r,:+ {` `,f'??? ''?` •^' ? _..'? ?s . % ?'' f/t''t }.' __??? ,
i; r?^-?1t M?.l?? ?.rl ??!,.._,• } ???i"'+fi? ? ,?.-? r "f ?L- Y?^a {???? + ?- ?g r r 1 ?.
t.• !'?..? >t'?' ? .r'??'r '" f 1 i ?,r'• t ,?J.y x? /}ir'" ? ? - ? y?; ?iP `
p
?Q -`1 ????' ? '' '? ?i1 ? i +. \ f 1 '?? ? sj? ? f 1 r- r ? ? J (.. }
.•;; , ?.??? , }a. "•?../=.J JpYi??S
'r1_j r(r
11 ? r SSS j t I ''ter') J . t ? \ ?' ?l L 4 r i %' ,r - 1 /•l. Vii' l f ,i ? ; ?• _
r??> ' =- I ? , it!' 1 .1 ?. ' ? 1 ? t4 r?? / / J rlfl • • I './, ? r ! t • ,?-
?` ? ? 11, ,, ( ???5 f ? f1? / ?? 1J1. f + ' . f i-i ?:f ?J J' _ /!rr/ ?r '"! ", •
f? ti 1 1 t lI t?l?/j /'+• / i t' f 1?1 "?`! f '. ,
g200!
y -•i r ,?„ •^ "rr '' 'J rJ`b/ .f?f r!/?' 411^t??-'•. ,• .:-----:-??_ y
! r. J? r_{y .Ff
?•- ti ' ,f! „ ? 1 ._ , r ? r ? _ I r , ? ?/ ? Ql?, iro0 !' 1 ; •? "? ' ?/w? ? •~ GOIa? b?lll6j???" L?`?
riff! i = !ilo_ ,!^•
f;> 1 ! ? f _, r CEO
5* W
Name: SCALY MT Location: 035° 07' 18.9•' N 083. 17'30.85" W
Date: 9/19/2005 Caption: Figure 1. Location of EWP project area on Peeks Creek, Macon
Scale: 1 inch equals 1600 feet County, NC.
Copyright (C) 1998, Nlaptech, Inc.

Figure 2. Peeks Creek, upstream of Dills home place, Franklin, Macon County, NC.

r NC NHP County Element Search Page 1 of 8
NC NHP County Element Search Results
New Search
Returned Elements: 214 using: MACON ALL
[Invertebrate Animal 42] [Natural Community 27] [Nonvascular Plant 39] [Vascular Plant 71] [Vertebrate Animal
35]

n Name
C State Federal State Global County - Map -
Major Group Scientific Name ommo Status Status Rank Rank Status Habitat
Invertebrate
Alasmidonta raveneliana
Appalachian Elktoe
E
E
S1
G1 Macon -
Current
Link
Animal
Invertebrate
Alasmidonta varicosa
Brook Floater
E
FSC
S1 G3 Macon -
Current Link
Animal
Invertebrate
Alasmidonta viridis
Slippershell Mussel
E
None
S1
G4G5 Macon -
Current
Link
Animal Macon -
Invertebrate
Autochtoncellus Golden Banded kipper SR None S1S2 Current Link
Animal Macon -
Invertebrate
Cambarus chaugaensis Oconee Stream Crayfish SC None S2 G2 Current Link
Animal
Invertebrate
Cambarus georgiae Little Tennessee River SC
None
S2S3
G1 Macon -
Current
Link
Animal
Crayfish
Invertebrate
Animal Celastrina nigra
Dusky Azure
SR
None
S2? Macon -
Current
Link
Macon -
Invertebrate
Chlosyne gorgone Gorgone Chedcerspot SR None S7? GS Current Link
Animal
Invertebrate
Ellip6o dilatata
Spike
SC
None
S1
G5 Macon -
Current
Link
Animal Macon -
Invertebrate Erora laeta Early Hairstreak SR None S2S3 G3G4 Current Link
Animal
Macon -
Invertebrate
Erynnis martialis Mottled Duskywing SR None S3 G3G4 Obscure Link
Animal
Invertebrate
Eulonchusmarialiciae Mary Alice's Small-headed SR None S1S3 G1G3 Macon -
Historic Link

Animal Fly
Invertebrate
Euphydryas phaeton
Baltimore Checkerspot
SR
None
S2
G4 Macon -
Current
Link
Animal Macon -
Invertebrate
Fusconaia bamesiana Tennessee Pigtoe E None S1 G2G3 Current Link
Animal Macon -
Invertebrate
Glyphyalinia%unaluskana Dark Glyph SC None S2 G2 Obscure Link
Animal Macon -
Invertebrate
Glyphyalinia pentadelphia Pink Glyph SC None S2 G2G3 Obscure Link
Animal Macon -
Invertebrate
Hapl°trema kendeighi Blue-footed Lancetooth SC None S1S2 G1G2 Obscure Link
Animal Macon -
Invertebrate
Helicodiscus bonamicus Spiral Coil SC None Si G1 Obscure Link
Animal Macon -
Invertebrate
lsoperia frisoni A Stonefly SR None S3 G5
Current Link
Animal
Invertebrate
silis fasciola
m
L
Wavy-rayed Lampmussel
SC
None
S1 Macon -
Current Link
a
p
Animal Macon -
Invertebrate
Macromia margarita Mountain River Cruiser SR FSC S2S3 G3 Obscure Link
Animal
Invertebrate
Matrioptila jeanae
A Caddisfly
SR
None
S3
GNR Macon -
Current
Link
Animal Macon -
Invertebrate
Micrasema burksi A Caddisfly SR None S3 GNR Current Link
Animal Macon -
Invertebrate
Micrasema sprulesi A Caddisfly SR None S3 GNR Current Link
Animal
Invertebrate
Nesticus cooperi Lost Nantahala Cave SR FSC S1 G1 Macon -
Current Link

Animal Spider
' Invertebrate
Paravitrea IameUidens
Lamellate Supercoil
SC
None
S2
G2 Macon -
Obscure
Link
Animal
http://207.4.179.38/nhp/fmd.php 09/19/05

i
NC NIP County Element Search
Page 2 Of 8
Invertebrate
Parawfrea umbilicaris
open Supercoil
SC
None
52
G2 Macon -
Obscure
Link
Animal
Invertebrate
Patera clarki clarki
Dwarf Proud Globe
SC
None
S2
G3T3 Macon -
Obscure
Link
Animal
' Invertebrate
Pegias tabula
Littlewing Pearlymussel
E
E
S1
G1 Macon -
Current
Link
Animal
Invertebrate
Phyciodes batesii maconensis
Tawny Crescent
SR
FSC
S2
G4T2T3 Macon -
Current
Link
Animal
Invertebrate
Phyciodes incognitus
Mimic Crescent
None
None
SU
GNR Macon -
Current
Link
Animal
Invertebrate
Polygonia faunus smythi
Smyth's Green Comma
SR
None
S2
G5T3T4. Macon -
Current
Link
Animal
Invertebrate
Rhyacophila amicis
A Caddisfly
SR
None
S2
GNR Macon -
Current
Link
Animal Macon -
Invertebrate
Rhyacophila mainensis A Caddisfly SR None S2 GNR Current Link
Animal Macon -
Invertebrate
Rh
acophila vibox A Rhyacophilan Caddisfly SR None S1S2 GNR Current Link
y
Animal
Invertebrate
rium caryaevorum
Sat
Hickory Hairstreak
SR
None
S1?
G4 Macon -
Obscure Link
y
Animal Macon -
Invertebrate
Satyrium edwardsii
erte Edwards' Hairstreak SR None S2? Current
Link

' Animal
Invertebrate
Serratella spiculosa
Spiculose Serratellan
SR
None
S1S2
G2
Macon -
Current
Link

Animal Mayfly
Invertebrate
Skistodiaptomus carolinensis
Carolina Skistodiaptomus
SR
None
S1?
GNR Macon -
Current
Link
Animal
Invertebrate
hrodite cullasaja
ria a
S Cullasaja Aphrodite
SR
None
S1?
G5T1 Macon -
Obscure
Link
p
peye
Animal Fritillary

Invertebrate
Villosa iris
Rainbow
SC
None
S1
G5 Macon -

Current
Link
Animal Macon
-
Invertebrate
Zonitoides patuloides Appalachian Gloss SC None S2 G3 Obscure Link
Animal
Macon -
Natural
Acidic cove forest None None None S5 G5
Current Link
Community Macon -
Natural Boulderfield forest None None None S3 G3 Obscure Link
Community Macon -
Natural Canada hemlock forest
Community None None None S5 G5 Current
Macon - Link
Natural Carolina hemlock bluff None None None S2 G2G3
Current Link
Community Macon -
Natural Chestnut oak forest None None None S5 G5
Current Link
Community Macon -
Natural
Floodplain pool
None None None S2S3 G3?

Current Link
Community Macon -
Natural
Heath bald
None None None S3 G4
Current Link
Community
Macon
-
Natural
High elevation granitic dome None None None S2 G2 Current Link
Community
Macon -
Natural
High elevation red oak forest
None None None S5 G5
Current Link
Community
-
Macon
Natural
High elevation rocky summit None None None S2 G2 Current Link
Community
Natural
High elevation seep

it

None

None

None

S2S3

G3
Macon -

Current
Link
y
Commun
Macon
-
Natural
Low elevation rocky summit None None None S2 G2
Current Link
Community
Macon -
Natural
Low elevation seep None None None S3 G47
Current Link
Community Macon -
Natural
Montane alluvial forest None None None S1 G2? Current Link
Community Macon -
Natural Montane oak-hickory forest None None None S5 G5 Current Link
Community
http://207.4.179.38/nhp/find.php 09/19/05
NC NHP County Element Search Page 3 of 8
Natural Montane red cedar-hardwood
None
None
None
S1?
GNR Macon -

Current
Link
Community woodland
Natural Montane white oak forest None None None S2? G2G3 Macon -
Current Link
Community
Natural Northern hardwood forest
None
None
None
S2?
G2? Macon -

t
C
Link
Community (beech gap subtype) urren
Natural Northern hardwood forest (typic None None None S4 G5 Macon
Current Link
Community subtype)
Natural Piedmont/mountain
None
None
None
S4
G5 Macon -

Current
Link
Community semipermanent impoundment

Natural Pine-oak/heath
None
None
None
S4
G5 -
Macon
Current
Link
Community

Natural Rich cove forest
None
None
None
S4
G4 Macon -

Current
Link
Community Macon -
Natural Rocky bar and shore
Community None None None S5 G5
Current
M Link
Natural Southern appalachian bog
None
-None
None
S1S2 acon -
G1G2TiT2
Current
Link
Community (southern subtype) ,
Natural
Spraycliff None
None
None
S3
G2 Macon -

Current
Link
Community Macon -
Natural Swamp forest-bog complex
None None None S3 G2G3T2
Current Link
Community (typic subtype)

' Natural

White pine forest

None

None

None

S27

GNR Macon -

Current

Link
Community Macon -
Nonvascular
Acrobolbus ciliatus A Liverwort SR-D None S1 G3? Historic Link
Plant
Nonvascular
t Aneura sharpii
Pl
A Liverwort
SR-T
None
S1
G1G2 Macon -
Historic
Link
an
Nonvascular
Bartramidula wilsonii
Dwarf Apple Moss
SR-D
None
S1
G4? Macon -
Historic
Link
Plant
Nonvascular
Brachymenium andersonii
Anderson's Melon-moss
SR-L
FSC
SH
GH Macon -
Historic
Link
Plant Macon -
Nonvascular
Brachymenium systylium Mexican Melon-moss SR-D None S1 G5 Historic Link
Plant Macon -
Nonvascular
Bryoxiphium norvegicum Sword Moss SR-0 None S1 G57 Current Link
Plant
Nonvascular Campylopus atrovirens var.
Cliff Campylopus
SR-D
None
S1
G4G5T4 Macon -
Historic
Link
Plant cucullatifolius
Nonvascular Cephalozia macrostachya ssp.
A Liverwort
SR-T
None
S1
G4T1 Macon -
Historic
Link
Plant australis
Macon -
Nonvascular
Plant Cephaloziella spinlcaulis A Liverwort SR-P None S1 G3G4 Current
Macon - Link
Nonvascular
Chitoscyphus appalachianus A Liverwort SR-T FSC S1 G1G2Q Historic Link
Plant
Nonvascular
Chiloscyphus muricatus
A Liverwort
SR-D
None
S1
G5 Macon-
Historic
Link
Plant
Nonvascular
Dichodontium pellucidum
A Moss
SR-P
None
S2
G4G5 Macon -
Historic Link
Plant
Macon -
Nonvascular
Ditrichum ambiguum Ambiguous Ditrichum SR-P None S1 G47 Current Link
Plant
Nonvascular
anolejeunea appalachiana
Dre
A Liverwort
SR-L
None
S1
G2? Macon -
Current
Link
p
Plant
Nonvascular
nt Encalypta procera
Pl
Extinguisher Moss
SR-D
None
S1
G4G5 Macon -
Historic
Link
a
Nonvascular
Entodon compressus
Flattened Entodon
SR-P
None
S1
G4 Macon-
Historic
Link
Plant
Nonvascular
Entodon sullivantii
Sullivant's Entodon
SR-0
None
S2
G3G4 Macon -
Historic
Link
Plant
Nonvascular
mnoderma lineare
G
Rock Gnome Lichen
T
None
S2
G2 Macon -
Current
Link
y
Plant Macon -
Nonvascular
Homalia trichomanoides Lime Homalia SR-P None S1 G5 Historic Link
Plant
http://207.4.179.38/nhp/find.php 09/19/05
NC NHP County Element Search Page 4 of 8
t Nonvascular
Hydrothyria venosa
Waterfan Lichen
SR-P
None
S3
G3G5 Macon -
Current
Link
Plant Macon -
Nonvascular
Leleunea blomquistii
A Liverwort SR
-L
None
S1
G1G2
Historic Link
Plant
' l Nonvascular
Macrocoma sullivantii
Sullivants Maned-moss
SR-D
None
S2
G3G5 Macon -
Current

Link
Plant Macon
-
Nonvascular
Melanelia stygia Alpine Camouflage Lichen SR-D None S1S2 G4G5 Current Link
Plant
Macon -
'
Nonvascular
Plagiochila austinii A Liverwort SR-T None S1S2 G3 Historic Link
Plant
Nonvascular
iochila caduciloba
Pla
A Liverwort
SR-T
None
S1
G2 Macon -
Current
Link
g
Plant
' Nonvascular
iochila echinata
Pla
A Liverwort
SR-L
None
S1
G2Q Macon -
Historic
Link
g
Plant
Nonvascular
Plagiochila sharpii
A Liverwort
SR-L
FSC
S2
G2G4 Macon -
Historic
Link
Plant
'
Nonvascular Plagiochila sullivantii var. A Liverwort SR-T FSC S2 G2T2 Macon -
Historic Link
Plant sullivantii
Nonvascular Plagiochila virginica var. A Liverwort SR-T FSC 81 G3T2 Macon
Historic Link
' Plant caroliniana
Nonvascular
iomnium carolinianum
Pla Carolina Star-moss
SR-L
None
S2
G3 Macon -
Historic
Link
g
n
Plant (=Carolina Mnium)
Nonvascular
Porella wataugensis
A Liverwort
SR-L
FSC
S1
G1G2Q Macon -
Historic
Link
'
Plant
Nonvascular
Radula sullivantii
A Liverwort
SR-L
None
S2
G3 Macon -
Current
Link
Plant
Nonvascular
Radula voluta
A Liverwort
SR-D
None
S1
G3 Macon -
Historic
Link
Plant
Nonvascular
Schlotheimia lancifolia
Highlands Moss
T
None
S1
G2. Macon -
Current
Link
Plant
Nonvascular
hagnum flavicomans
S
Peatmoss
SR-T
None
SH
G3 Macon -
Historic
Link
p
Plant
Nonvascular
sphagnum, squarrosum
Squarrose Peatmoss
SR-P
None
S1
G5 Macon -
Historic
Link
Plant
Nonvascular
Splachnum pennsylvanicum
Southern Dung Moss
SR-0
None
SH
G4? Macon -
Historic
Link
Plant
Nonvascular
Taxiphyllum altemans
Japanese Yew-moss
SR-0
None
S1
G3? Macon -
Historic
Link
Plant
' Nonvascular
Usnea angulata
Old Man's Beard
SR-P
None
S1
G3G5 Macon -
Current
Link
Plant
Vascular
Aconitum reclinatum
Trailing Wolfsbane
SR
None
S3
G3 Macon -
Current
Link
Plant
Vascular
Adlumia fungosa
Climbing Fumitory
SR-P
None
S2
G4 Macon -
Historic
Link
Plant
Macon -
Vascular
Amelanchier sanguinea Roundleaf Serviceberry SR-P None S2 G5 Current Link
Plant
Vascular Arisaema triphylium ssp.
Bog Jack-in-the-pulpit
SR-P
None
S1
GST4 Macon -
Current
Link
Plant stewardsond
Vascular Botrychium lanceolatum var.
Lance-leaf Moonwort
SR-P
None
S1
G5T4 Macon -

Historic
Link
'
Plant angustisegmentum
Vascular
Brachyelytrum septentrionale
Northern Shorthusk
SR-P
None
S3
G4G5 Macon -
Current
Link
Plant Macon -
' Vascular
Buckleya distichophylla Piratebush E FSC S2 G2 Current Link
Plant Macon -
Vascular Calystegia catesbeiana ssp- Blue Ridge Bindweed SR-T None S3 G3T2T3Q Current Link
Plant sericata
' Vascular
Carex biltmoreana
Biftmore Sedge
SR-L
None
S3
G3 Macon -
Current
Link
Plant Macon -
Vascular
Carex hitchcockiana Hitchcock's Sedge SR-P None S1 G5 Current Link
Plant Macon -
' Vascular
Carex leptonervia A Wood Sedge SR-P None S2 G4 Current Link
Plant
http://207.4.179.38/nhp/find.php 09/19/05
NC NHP County Element Search
Page 5 of 8
Vascular
Carex misers
Wretched Sedge
SR-L
None
S3
G3 Macon -
Current
Link
Plant
Macon -
Vascular
Carex purpurifera
Purple Sedge
SR-P
None
S2
G47
Current Link
Plant Macon -

Vascular Carex tetanica Rigid Sedge SR-P None S1 G4G5 Current
Link
Plant
Vascular
Carex woodd
Wood's Sedge
SR-P
None
S2
G4 Macon -
Current Link
Plant
Vascular
Vascular

Celastrus scandens

American Bittersweet

SR-P

None

S2?

G5
Macon -
Historic

Link
Plant Vascular
Chelone cuthbertii
Cuthberrs Turdehead
SR-L
FSC
S3?
G3 Macon -
Historic
Link

' Plant
Vascular

Oicentra eximia

Bleeding Heart

SR-P

None

S2

G4
Macon -
Historic
Link
Plant
Vascular
Dodecatheon meadia var.

Eastern Shooting Star

SR-P

None

S2
G5T5
Macon -
Current
Link
Plant meadia
Macon -
Vascular
Epilobium ciJiatum
Purpleleaf Willowherb
SR-P
None
S2
GS
Current Link
Plant
Vascular

Euphorbia purpurea

Glade Spurge
SR-T
FSC
S2
G3 Macon
-
Current
Link
' Plant
Vascular

Vasc

Eurybia mirabilis

Piedmont Aster

SR-T

FSC

S2 G2G3
Macon -
Historic
Link
1 Plant
Vascular

Filipendula rubs

Queen-of-the-prairie

E

None

S1

G4G5 Macon
-
Current-

Link
Plant
Vascular

Frasera caroliniensis

Columbo

SR-P

None

S2S3

G5 Macon
-
Cur(ent

Link
Plant
Vascular

Gentianopsis crinita

Fringed Gentian

ESC

None

S1

G5
Macon -
Obscure
Link
Plant
Vascular

Glyceria laxa

Lax Mannagrass

SR-P

None

S1

G5 Macon
-
Historic
Link

' Plant
Vascular

Grammitis nimbata
West Indian Dwarf

E

FSC

S1

G4?
Macon -
Current

Link
Plant Polypody
Vascular
Helianthemum bicknellii
Plains Sunrose
SR-P
None
SH
GS Macon -
Historic Link
Plant
Vascular

Hexalectris spicata

Crested Coralroot

SR-P

None

S2

G5 Macon

Current
Link
Plant
Vascular

Hierochfoe odorata

Holy Grass
E
None
S1
G4G5 Macon
-
Current
Link
Plant Macon -
Vascular Houstonia longifolia var. g/abra Granite Dome Bluet SR-L None S2 G4G5T20 Current Link

' Plant

Vascular
Plant

uperzia appalachiana

ppalachian Fir-clubmoss

R-P

one

2

4G5
Macon
-

Current
Macon
-

Link
Vascular
Huperzia porophila
Rock Fir-clubmoss
SR-P
None
S2
G4
Current Link
Plant
Vascular

Hydrastis canadensis

Goldenseal
E-SC
None
S2
G4 Macon
-
Current
Link
Plant
Vascular

Hymenophyllum tayloriae

Gorge Filmy Fem

E

FSC

S1S2

G2 Macon
-
Current
Link

' Plant
Vascular

Isotria medeo/oides

Small Whorled Pogonia

E

T

S1

G2 Macon
-
Historic
Link
Plant

Vascular

Juniperus communis var.

warf Juniper

R-D

one

1

5T5
Macon
-
Current

ink
Plant
Vascular depressa

Liatris aspera

Rough Blazing Star

SR-P

None

S1

G4G5
Macon -
Obscure
Link
Plant

Vascular

iatris microcephala

mall-head Blazing Star

R-P

one

1

3G4
Macon
-
Historic

Link
Plant
Vascular
Liatris turgida
Shale-barren Blazing Star SR-T
None
S2

G3 Macon -

Current Link
Plant
Vascular
Lonicera canadensis
American Fly-honeysuckle SR-P
None
52
G5 Macon -
Current Link
' Plant
Vascular
Lysimachia fraseri
Frasers Loosestrife
E
FSC
S2
G2
Macon Current -
Link
Plant
' http://20 7.4.179.38/nhp/find.php 09/19/05
NC NHP County Element Search Page 6 of 8
Vascular
Marshallia trinervia Broadleaf Barbara's
-P
SR
None
SH
G3 Macon -
Obscure
Link
' Plant
Buttons
Vascular
Monotropsis odorata
Sweet Pinesap
SR-T
FSC
S3
G3 Macon -
Obscure
Link
Plant
' Vascular Oenothera perennis Perennial Sundrops SR-P None S2 G5 Macon -
Current Link
Plant
Vascular
Packera millefolium
Divided-leaf Ragwort
T
FSC
S2
G2 Macon -
Current Link
Plant
Vascular
l
t
i
Glade Wild Quinine
SR-T
None
S1
G3? Macon -
Link
um
cu
a
Parihenium aur Historic
Plant
Vascular pedicularis lanceolate Swamp Lousewort SR-P None S1 G5 Macon -
Historic Link
Plant
' Vascular
Phegopteris connectilis
Northern Beech Fern
SR-P
None
S1
G5 Macon -
Current
Link
Plant
Vascular Platanthera flava var. herbiola Northern Green Orchid SR-P None S1? G4T4Q Macon -
Historic Link
Plant
' Vascular
Platanthera grandiflora Large Purple-fringed SR
-P
None
S2
G5 Macon -
Current
Link
Plant
Orchid
Vascular
Plant
Platanthera peramoena
Purple Fringeless Orchid
SR-P
None
S1
G5 Macon -
Historic
Link
Vascular
? Poa palustris Swamp Bluegrass SR-P None S1 G5 Macon -
Obscure Link
I
Plant
Vascular
Prenanthes roanensis
Roan Rattlesnakeroot
SR-L
None
S3
G3 Macon -
Current
Link
' Plant
Vascular
pycnanthemum tonei
Torrey's Mountain-mint
SR-T
FSC
S1
G2 Macon -
Historic
Link
Plant
' Vascular
Rhododendron cumberiandense Cumberland Azalea
SR-P
None
S1
G4? Macon -
Current
Link
Plant
Vascular
Rhododendron vaseyi
Pink-shell Azalea
SR-L
None
53
G3 Macon -
Current
Link
Plant
' Vascular Robinia hartwegii Hartwig's Locust SR-L None S1 G3T1 Current Macon -
Link
Plant
Vascular
Saxifrage caroliniana
Carolina Saxifrage
SR-T
FSC
S2
G2 Macon -
Obscure
Link
Plant Macon -
Vascular Sedum glaucophyllum Cliff Stonecrop SR-P None S2 Current Link
Plant
Vascular Silene ovata Mountain Catchfly SR-T FSC S3 G3 Macon -
Current Link
r Plant
e Vascular
Solidago rigida ssp. rigida
Prairie Bold Goldenrod
SR-P
None
S1
G5T5 Macon -
Current
Link
Plant
Vascular
Solidago simulans
Granite Dome Goldenrod
SR-L
FSC
S1
G1 Macon -
Current
Link
Plant
' Vascular
Solidago uliginosa
Bog Goldenrod
SR
None
S1S2
G4G5 Macon -
Current
Link
Plant

' Vascular
Plant
Spiraea virglniana
Virginia Spiraea
E
T
S1
G2 Macon -
Current
Link
Vascular
Streptopus amplexifolius
White Mandarin
SR-P
None
S1
G5 Macon -
Historic
Link
Plant

Vascular
Thermopsis fraxinifolia
Ash-leaved Golden-banner SR-T
None
S2?
G3? -
Macon Current
Link
Pla
Vascular
Trichomanes boschianum
Appalachian Filmy-fern
T
None
S1
G4 Macon -
Current
Link
Plant
' Vascular
Trichomanes petersii
Dwarf Filmy-fern
T
None
S1
G4G5 Macon -
Current
Link
Plant
Vascular
Trillium simile
Sweet White Trillium
SR-L
None
S2
G3 Macon -
Current
Link
Plant
' Vascular
Viola appalachiensis
Appalachian Violet
SR-T
None
S2
G3 Macon -
Current
Link
Plant
Vertebrate
Aegolius acadicus pop. 1 Southern Appalachian
Northern Saw-whet Owl T FSC S2B,S2N G5TNR Macon -
Current Link
Animal
' Vertebrate
Aimophila aestivalis
Bachman's Sparrow
SC
FSC
S36,S2N G3 Macon -
Historic
Link
Animal
' http://207.4.179.38/nhp/find.php 09/19/05
NC NHP County Element Search Page 7 of 8

' Vertebrate
Ambystoma talpoldeum
Mole Salamander
SC
None
S2
G5 Macon -
Current
Link
Animal
Vertebrate
Aneides aeneus
Green Salamander
E
FSC
S2
G3G4 Macon -
Current
Link
Animal
' Vertebrate
Ctinostomus funduloides ssp. 1 Little Tennessee River SC FSC S2
G5T3Q Macon -
Current Link
Animal Rosyside Dace
Vertebrate
Contopus cooperi
Olive-sided Flycatcher
SC
FSC
SUB
G4 Macon -
Historic
Link
' Animal
Vertebrate Corynorhinus rafinesquii Rafinesque's Big-eared
cies
t
i
S
b
M
T
FSC
S2
G3G4TNR Macon -
Rent Link
Animal rafinesquii u
n
oun
a
spe
Bat -
Vertebrate
Crotalus horridus
Timber Rattlesnake
SC
None
S3 Macon -
Current
Link
Animal
' Vertebrate
Cryptobranchus alleganiensis
Hellbender
SC
FSC
S3
G3G4 Macon -
Current
Link
Animal
Vertebrate
Cyprinella monacha
Spotfin Chub
T
T
S1
G2 Macon -
Current
Link
Animal
' Vertebrate
Dendroica cerulea
Cerulean Warbler
SR
FSC
S26
G4 Macon -
Current
Link
Animal

' Vertebrate
Animal
Desmognathus aeneus
Seepage Salamander
SR
FSC
S3
G3G4 Macon -
Current
Link
Vertebrate
Desmognathus wrighU
Pigmy Salamander
SR
None
S3
G3G4 Macon -
Current
Link
Animal
Vertebrate
Etheostoma inscriptum
Turquoise Darter
(PT)
None
S1 Macon -
Current
Link
' Animal
Vertebrate
Etheostoma vulneratum
Wounded Darter
SC
FSC
S2
G3 Macon -
Current
Link
Animal
Vertebrate
Eurycea longicauda
Longtail Salamander
SC
None
S2
G5 Macon -
Current
Link
Animal
Vertebrate
Glyptemys muhlenbergii
Bog Turtle
T
T(S!A)
S2
G3 Macon -
Current
Link
Animal
Vertebrate
Hemidactylium scutatum
Four-toed Salamander
SC
None
S3
G5 Macon -
Current
Link
Animal
Vertebrate
Lasionycteris noctivagans
Silver-haired Bat
SR
None
S S4N
GS
H sMacon tor c
Link
Animal Macon -
' Vertebrate Luxilus chrysocephalus Striped Shiner (PSC) None S2 GS Current Link
Animal
Vertebrate Microtus chrotorrhinus Southern Rock Vole SC FSC S3 G4T3 Macon -
Current Link
Animal carolinensis
Vertebrate
Moxostoma sp. 1
Sicklefin Redhorse
(PT)
FSC
S2
G3 Macon -
Current
Link
Animal
Vertebrate
Myotis leibii Eastern Small-footed
u SC
FSC
SUB,S2N G3 Macon -
Current
Link
Animal
s
Myo
' Vertebrate
Myotis septentrionalis Northern Long-eared
u Sc
None
S3
G4 Macon -
Current
Link
Animal
s
Myo
Eastern Woodrat - Macon -
Vertebrate Neotoma fToridana haematoreia Southern Appalachian SC FSC S3 G5T4Q Current Link
Animal Population
Vertebrate
Notropis lutipinnis
Yellowfin Shiner
SC
None
S3
G4Q Macon -
Current
Link
' Animal
Vertebrate
ta
Olive Darter
Sc
FSC
S2
G3 Macon -
t
C
Link
Percina squama urren
Animal
Vertebrate
Sciuras niger
Eastern Fox Squirrel
SR
None
S3
G5 Macon -
Historic
Link
Animal Macon -
' Vertebrate Sorex dispar Long-tailed Shrew Sc None S2 Current Link
Animal
Vertebrate
Sorex pa/usMs punctulatus
Southern Water Shrew
SC
FSC
S2
G5T3 Macon -
Current
Link
Animal
Vertebrate Sphyrapicus varius Appalachian Yellow-bellied Sc FSC S3B,S5N GSTNR Macon -
Current Link
Animal appalachiensis Sapsucker
Vertebrate
Animal
Sylvilagus transitionalis
New England Cottontail
SR
None
SNA
G4 Macon -
Current
Link
Th omanes bewickii altus
?' Appalachian Bewick's E FSC SHB G5T2Q Macon - Link
Vertebrate
http://207.4.179.3 8/nhp/find.php 09/19/05
' NC NHP County Element Search
Animal Wren
Vertebrate Verrnivora pinus Blue-winged Warbler SR None S2B G5
Animal
' Vertebrate Vireo giivus Warbling Vireo SR None S2B G5
Animal
NC NHP database updated: July, 2005.
' Search performed on Monday, 19 September 2005 @ 08:35:06 EDST
Explanation of Codes
1
' http://207.4.179.38/nhp/find.php
Page 8 of 8
Historic
Macon - Link
Current
Macon - Link
Historic
09/19/05
M
y
y
y
y
y
y
y
? DRAWINGS
y
q
q
1?
11

O
ul
W
O
d
oa
/
b
fD
ri
0
CA
W
O
O
C
ffl
a
aQ
? Z
0 ?
Y
d Z
rr
nZ
N z
00 Cc z
O
~? rn
00
N •
00 C7
N
O? z rn
"Ail :t•?V•t` -.:tom ''r +4.
1 ?
? OZE,
:Tl
?60 3.-,,
O /I?ri? r ` 7
l?lttA.
i
'+rR +
f'
M fir ? , ? ,' "? ? • ¦
Q tC os ? t I ,`?' J
-'? gR V J i.
i "IMF ? O
cYt ?
r
f tir
S
._ s.t

C7 C7 C7 C7 C7 C7 C7 C? C? 0 0 0 n n n n 0 K K r - 0
j GO 00 w v m U1 w N N -- -?

u m m m -0 -u 0 cn ;u ;u 0 0 0 0 x 0 D z ? z c7

r ;a ;u ;u ; x o -{ m m x x x x m x m rn m p O
D O O O O -0 O z m m m m m m m ;o m <
z cn cn cn -0 o -o cn ° D D m m m m D m D rn
X m
-? O O O O D O --I -0 T T T. T. T r cn ;o
z z z z cn r w x 0 p p c7 C7 c7 C7 p C7 cn m 0 cn
o o n 0 m
? ? m m z z z z ? z m m
c
n c
i? °
= Z Z Z m 0 m n n m m m m n m K =i z ?
m
m -I -I cn T z o D r ,
D D O -0
C 0 0 0 (n C/) Z Z Z Z Z D n
0 0 m
x O n O O m m m m O m z T D O
m p p p O 1 0 z z cn cn cn cn z cn O T ?
c
Z D D D D = D G) 0
D D D Z n = p -I z
r
-
-
F O W O O
r r ? m
z cl) I cn < o O z z z z 0 z O
m S?O
Z
G)
z
D
;a C 4h, w W fV N
z D m
G7 (n o 0 0 0 o p
p C7 C (? o 0 0 0 z
= =
m
?
m C()
w -
-? 0 0 0 0 O
D C p D
4 4 w w N

m
?
0 m
cn + + + + +
z m ° ° ° °
o o C) o o
mm

D D
r
r- cn
90
--I
O
m
cn
D

r
D

O
z
p
m

D

Z
0
m
x
JOB - NO.: 05309
DECEMBER 2005 MACON COUNTY EWP •
DATE D
SCALE: NOT TO SCALE
= PEEKS CREEK DESIGNED BY: DP PEEKS CREEK - DSR #2
m CADD BY: KS McG
M INDEX DESIGN REVIEW,
---+ CONST. REVIEW:
MACON COUNTY A S S C I A T E S
?DS3os?uocWl-Dwya\P..k. ENGINEERING•PLANNING -FINANCE
\OS?M-InMr d.n 55 BROAD STREET ASHEVILLE, NC PH. [phone]
L_

??kt b
^
p O
n ` J
D
f?l
II O
_z
O
or
D
Z
Coll
?? ` • \
/ i
f

J6- 0)
• ?? _ a - '\ .. ?_ . to OD

\+?\11111

-C) •? T
co D !q '
c'? O• -

s"
lr
_' •/ ?----^ I J, fir/ ?+ ??- J? ? 1
?v ` L r

-,V
1
I,

-_r

M J?

DA.- NO.: 05309
DATE: D
DECEMBER 2005 MACON COUNTY EWP •
-1000 '
DP
PEEKS CREEK DESIGNED BY PEEKS CREEK - DSR #2
M y _ CADD BY: KS McG
m L Q 1 _ A _ i 1(7) I DESIGN REVIEW:
°DNST REVIEW: A S S O C I A T E S
MACON COUNTY ENGINEERING -PLANNING -FINANCE
05309\NcCAI-Dwq.\PSek. 55 BROAD STREET ASHEVILLE. NC PH. [phone]
\05309-Location-Plon.d.p.

w? w w w w ?w ww w w iw w¦ w?¦ w w w w w¦ . w
w ,
'Af
b
q
illillip ?- i
? . j '° 9•
.?: .. .::: • 6TH.'
jr, k
z r ""
,?
1?'" ??• '.`Mai
IVA*
v.
(n
• x„ia r
M
C) 04
40
s w ?-
frTl
D O z ' l1 + air
Cf)
o"s
? .nt
t 4-
it0?
w? ae yq (.'.ac a y '#'?C? ':. 'OIL,,• - i Mme `
4 4"
'?' ? ?' yr" I ?'?, ?+??''1i``' ? w
it lrv
PL+
Alk-
.
to ;p*
to-
4CI
u1x r
411
<' 4
+ -
_'dk? 14
M. !
OTI f#A 4:
cn' s _. 0 z A. k,
41
F'
40
JOB NO.: 05309 MACON COUNTY EWP •
?n DATE DECEMBER 2005
V + SCALE: 1'300'
= PEEKS CREEK DESIGNED BY: DP PEEKS CREEK - DSR #2
m 'CADD BY: KS McG
m INFRARED SITE MAPPING DESIGN REVIEW:
CONST. REVIEW: A S S O C I A T E S
05309\Dw9•/P g. MACON COUNTY ENGINEERING •PLAN NING-FINANCE
''. \05309_MlM1-WAloppinq,drq_ 55 BROAD STREET TREET' ASHEVILLE. NC PH. [phone] ,

W?*
)ILI
t:
Wit
e,
d a?
<.:. ,y 6er1
s
0, <
P'
illivir"AZ]F?--
D D
o?
Z D m

C)
= D
c
z O
D r
o m T
N
O II+
O
D
c" -?
z
m CA
O O
0 0 O ^
D
;;o O
m

m
Z
-i

I

A t)
.
4

., p9 y
JOB NO.: 05309
DATE DECEMBER 2005

=
PEEKS CREEK SCALE: 1'300'
DESIGNED BY: OP
ITI CADD BY: KS

N T _ RVAEW:
I
N
-{ ST
. REVIEW:
OON
MACON COUNTY EWP
PEEKS CREEK - DSR #2
MACON COUNTY
9
a ga, . ? 1
%
V F

[p a ^?„?

ae "r'

McG
A S S O C I A T E S
ENGINEERING -PLANNING - FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]
m = m m m r m m = = = m m = i m
Om Fn w
?? \ \ >< N
Z' -am
d? \?\\\\\\\\\\ \ \ C/) cA Ornrn
CA
k7,Z \\\? \\\ \\\\\\\ \\ C O O
\ \\ v
0; .? vv?v?v vvvvvA ; ;_?
\\ ? `o A\\V? ? ? /0 _ A vv
\
?\\\ \ \\ \\ \ \\ \\?\. \\\\\\? C
z \\\y\ \\\vV\VA??VAV?d? ?wvvwvvvvvvvvv.'Q???:: ',
0rm _A?AA\ ?5`V A?\\\??- A AAA\\VA?VAV`?A?_ - ??,`.
\?\\111\ 11111111 1 11`\ \? ? ??\ ?\?\\\\
Mr
\
r?o M)c
Imo \\ \1 \\ 11111 11 1 \ \ \\ / \\\?\ \\\\' \ \
zm? \\\\\\\\11?\ \\\ , \I \\\ \\\ S
\\ \\ \ \\\\ ?1 \ \` - \\ \\\\ ??\\? \\\\\\ ?? \
\\\\ \\?\ \\?\\\ ??\\\ - c' -
1 \
1
m D p \\\? 1 11111111% p a \\\\\\1\\\\\\\\\\?\\
1 11111111 III i ?? \\ 1 1111 \\\ v
111I1111I11111111111(=\\\\\\ \111111 \\\
"o
m+m IIIIIIII II II 1111111 ?_°-£ J \\?\\\\`\\h11 ,\ ?r
D ' I 11 ??? \ \ \\1
CA _u
;u Cn U) II?IIIIIIIIIIIIIIIIjIIjIIII \:
m m>0 1111 1111 I _?\\\\\?
(n' D ENO 11/ °?- 1 I\\\`\\\\\\\
0 56 m 55
O vim r1l rnD o ON O;u \ f 1 1 I Z =100 mCrV) c/) 0
'5 + (n 00
;o _u m _u
0 ;u C) moo
A\v \vv A \ A.
v rn cEn(n >1 // /
V 1V
Fn <
Z 0 N D / / 1 ?/ / r I1 I N\ VVr'?\ \\ \ ?,
29? OZ ° / / /// / III ?'!` \o\•\\ \
_u Zm-u
oz coop i O
z ?' %?/ \\ \\ \\ l
cn rn
o
v Z
J
r
O w
D OD
r*t Z D
Z r I
00
*Z
00
D?
Z?
rn
r

\\\ 1111111(
?Q .2?••• N O •:?
m ?p
Olt
:m ?>
r co:
woo.; o `
M

i \
/y A' \\

1 - ( \ \
\I? '? ?'I\ \ \
sTRE,q TCH LINE
M CENTERLIN Sl E C
E srA 26+00
O cn 71
9?x
-l D -
(f) ? cf)
F1
-{ Z
r + O
M J
9 (? N
CA O C)
U1
JV N D
cn
0
Frl
x
z
c?
Fri
D
F7
x
cf)
Z
m
0
G7
m
O
r1
y
JOB., DECEMBER 02005
DATE: MACON COUNTY EWP
•
PEEKS CREEK SCAB: DESIGNED BY: D BY: DP PEEKS CREEK - DSR #2 McG
m CREEK CENTERLINE CADD BY: KS
-? STATION 22+00 TO 26+00 CONST. REVIEW A S S O C I A T E S
M DESIGN REVIEW: MACON COUNTY
os?o9?uocAl_D.,q,/P..kj/ ENGINEERING -PLANNING -FINANCE
L- 011@1" -Peeke-C1,C2d.q 55 BROAD STREET ASHEVILLE, NC PH. [phone]
O (n
7 X
riD -
cf?.
-71{ N Z
F- +O
m
?oUl
C?Ii n
I

O
rl -1 > FTl
D r= Z
c? • ? n
Fri N O =
-p- D
ii+OD
0
TI 0??u
o 7-\ 1
o F7
zm
X
m z
r? o
O (n m
?-?x
?+o
mom
U1
c
n

UXT
0 0
ZZ
c/)>

G) c +

r
'1
Z
m >fr' y
?`
r
O
R
r
m
xil.;.Y .
I-A 0 cf) 0 co ;o ;o

m-j m-4 mG,
?
n " 0 N
r
p
mulm(+TZ?
p o 0 °
N l

x (t 3'
o -I
G)OG)On
o
Waco - mo
6 r
0
li 0
1 i
D?+,
r TI rho
t
r ? r 4.

2<<0 t
is ? f#
?0mc
z??_

G) z o i

33 ^.
C * m
Z r 2 0
Z co c
z
} x^
mm
o
DrU)r?
m
z,D-C) m
- w
'
G)rZr
mm00 i
0 _n
m
-n X
0
{i
l?\1111111 )a
,adx
v? ... Nog
?O ;=?j••••N o-t% dig.
.A ?m m -
1 stn w
/'???llll l\\i
JOB NO.: 05,309
DATE: DECEMBER 2005
CA PEEKS CREEK SCALE: NOT TO SCALE
2
0 DESIGNED BY: DP
m REPAIR DESCRIF CADD BY: KS

m
N
REVIEW
PHOTOGRAPF CONST RE\AEW:
MACON COUNTY EWP
PEEKS CREEK - DSR #2
MACON COUNTY
a
NZ 44Z. Z
McG
A S S O C I A T E S
ENGINEERING -PLANNING - FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]

SOW
= orT
rnm?0
4om
0
m000
111
mo`-'
A
m
x
cf)
z
C?
F71
0
G?
F7
0
Fri
D
?b. , ..
l•
Z I
oz
Z) D
F
r
O
?u
?m
?z
00
*_
00
=;a
Z D
Z
Z
m
r
C?
71
x
U)
z
C
c/)
F71
D
D
M
D
v?
M
c
O;
In
cn -d
:A r
m
D'
cn (n _u
ImTI D ;v
;u m N
D+ co
>
Cn
O
v?
-0
m p
0O
+ c%
Ir
oO O C;
Z C
v z
z
0
' 00)(
3
' l A\?? . o ?d?
to
p Of ?i?????11 I 1 °
/z IQ
%/u , ?l 1 111 \ \ III , I ,' (I? l
// ?/ //
11/?/((III / ///ll l l i -/ / l
Illlllllll ? ?/ll Ij / ? \? ??/ ? I ? ,
Illlllllll / II / ?' 111 + ' -'r to (A -0
[phone] ll I f ?? J/??1 i mD?
c
' ^? _0 ?
li?111111/?? 1\\,?? i//,11 III! mmnp Ld?m
lilllll?l/?\ t \,\ ZA r .77 X _0 nn0 Lvov
=gym ;o
111111 I ?\ ,%, ? - ) / / I o mOV m0-0
i dI
Z h -0 + to
<<,X_ -4 Om
X1,1\ \ \ ?` ??? UIf1 ?(?? v? z m _0 500
?IN+\111\ \' \ \//f III \ U) O z
j j 1111 ?? - ?f J?j1 1/ I \ 2 p z
Iil?? i 1 11 It \ \ m ;o
II 111111\\ • - /= ' ?'o \\ \ \\ J \ \\ z
III= i ?1 l ?? \\ ?` \
? I/ ?
t ?'^ \ ?, y VA \
(A ?IVl 1 o
p l o yV ??? Av, ?A
D ,lid"'
u N f ?. >/7\
1 , y 0
.-. m n O cn
°;d Fri , a
m.
Z.
M a N
rn
w Fi +
N
W 0) in C:) - O
v
m OD co
v
JOB ND.: 05309

DAIS
DECEMBER 2005
MACON COUNTY EWP

•
PEEKS CREEK :
DESIGNED I1";30'
B _ Y: 30 DP
PEEKS CREEK - DSR #2
McG
m CREEK CENTERLINE CADD BY: KS
W m
-?
STATION 26+00 TO 30+00 DESIGN REVIEW
CONS7. REVIEW: MACON COUNTY
A S S O C I A T E S
ENGINEERING•PLANNING -FINANCE
9\I/cCAI-D a/P•Ncc/
M30 55 BROAD STREET ASHEVILLE
NC PH
(828) 252
0575
\05309-Peek_ drq ,
.
-

Q (.!) 7 1
-rl X_cf)
D
?
FTI
Nz
?m,? 0O
0 , o
Isom 00
C)wc
bo ? C?
?i
zTD
fTl
X \ V \I1 _ O U) fTl
x U) OZ z i I I i . tip \ FT-
C/) o,. -211 F - + c?
m ,
D 7
o
U) \v
I 11 / / o / / iJ // \.` 1` 111\ \\\\\\\\
11,? / // /' / / ?// ,I I I II I I I I\I l?A1VA?\
0cnr11
71 DCf? ?? 1 1 ?// ' I\VAA\\lil Illll r?
01
v) 1 11111 i', ? I
cf / // l \ \ \ j , '
,.?r_ J//?? I ,??i1Ii111111111/r c/), i
11111 if
0 un TI ? ?/ / III I III 1 11JJ?)Iil>
i
1/1 P1111i
1 Un (n
I I l ?"l lll(? c pi: v;u
/ 1111V
' ll
o
h \ iil,l Ilrll m o
??I
/ / // ,? ;lll IIII(l ;l
m , U)
/ / / /?///? I Illlllll(I ?1 ? m
vIl1l1 lll111.11ijl ;u o?
l'lllllllll? ?. O
/llllrlll' D_
000
/i/111111 IlI/111; z
?,?- r//// 110 111111111111;1 0 //// lIIII11J11}11111111 D cr
1/
?'j
1111111 11111111 A ?\ `.?
M C-J 11!1111, I ?111I J j I ? ?, A??,
03 11 'Kj(1
Lin
m < -Um
--I --Iw
? II I po?Z • % I (? I ?1?111J(I! II 1111 ??? ????.??.? y
C ?
?c o 00(A
o
?wc?n? ?, I!III ) ?I?1111111I?III v `n j? v .
I l 1 ?? ; / / I III II II I I (i 1 \,-?,? ?? A
0 L14
?CA I??111111 III \ ??.?.??
/ I + II IIIIIII? mod.
?•o 41? m: S / ??j I 1111111 1I _?? `
TREq M ; ? ? i IIII I I I I I I 1` ?, a?;
- . - C I
7,, ; o EN TERM v I, l ll i I I `?>
00
NO.: 05309
DATE-- D- DECEEMBEMBER 2005
MACON COUNTY EWP
•
f^
V'
2
PEEKS CREEK
SCALE: 1'-3
DESIGNED BY: : DP
PEEKS CREEK - DSR #2

cG
m
m CREEK CENTERLI`JE CADD BY: K5
DESIGN REVIEW: -
STATION 30+00 TO 34+00 CONST. REVIEW:
MACON C A S S O C I A T E S
053NcGA1
!!4
0
9
\ OUNTY ENGINEERING -PLANNING FINANCE
k,
d.g
0-Peelce-CA.drq
5
3
0
9 55 BROAD STREET ASHEVILLE, NC PH. (828) 252-057.5

7
nDW
i z?T
(5m-o
=tom
m?0
rw0
*Z?O
mo"
00
H0
••
; .
90
O .2? N
? .y
7
-

d'?
/ r 111. ?, ?
/r 1I ?? I???/? I\\v? \
?I \ 1 \.I \\'?'\\ \
71
\'I \ \ '? 11\ \ \\\ \\
cf)
o'N
v\? 1 v v \?\
vv111vw \
m \ \.,, \\ \ cp?.,
., I
rte. ??, \ \ \ \
0 IX
?vA??
Vv\ ?v Cn?x
D cn ;;?1 1
IIII Ill I) ? ?? ? : ?\
m>0 O Cf) XI?I??
\
.p c/)
m_Ao
?+ Z i \\
O v ?_ +
?ccno ?//?? / / 111 \\1\
mO0
(n
0-16 D O z ?/ l? l j / (? :\ 11 \
N ;%%??? / / I 1 I Ill /
D o /,?-' I f I I I -11
OD M
z %' I I / 1=I I???
O I l r I
O
D
G7 IIII\ ;' ; ? ?//
/C)
f
I
0
i
00
O Cn F71
_rl X
ccf) D ?
F71
coo z
cyl +?
N J
? co
MOn
JO
Cn
^m0-0(n
? f*1 0)j -1 D
D< (n•
Z% -0 m
a _4 -4
co
m ha C/) 8:e± Fn I
a v 0
X (A CU1
M-4 Cn
;o M
F O Cr) Fri
?
-T-
x
; x-
Ti
-
D
0 FrI

v -d O Z
v? +
?D
00
y0
F
. c?
D F71

r?
z
I
JOB NO.: 05309
MACON COUNTY EWP DATE: D DECEMBE MBER 20D5
m PEEKS CREEK SCALE: DESIGNED BY: D BY: DP PEEKS CREEK - DSR #2
CREEK CENTERLINE CADD BY., KS
Ill McGiff
01 m DESIGN REVIEW:
-1 STATION 38+00 TO 42+00 CONST. REVIEW. MACON COUNTY A S S O C I A T E S
os3091NcGII- /P0*8/ ENGINEERING -PLANNING FINANCE
05309-Peekt-(:S.drq 55 BROAD STREET ASHEVrLLE, NC PH. [phone]

1 1 I °r
I
\ f °'%
m x
x
z
z
c?
_ cn
N =
m
r
n m
? m
m
Z
gDa)
0ZrT
Nm S
=tom
om
mrWo
?m?o
z?o
i
X
V OA n A/ ?V/11
l'

1 O \
\ V
\\\ i / ?\ l . - .
U
\\ \\\ I / ?\ \ .\\ L
m
x
z
c?
m
O
C
z
0
D
O
i-
0
U)
m
O
z
m
r

JFFF
4A

- :Z
C) m Co. _

W
7 -0
=,tiFy • ..Maw ??.

m Dp
d N cn
a+o
55O? --I rri
(min o D_
td
>
o5
(A rTi
0 00
Z O
Z
0
r D C)
m ri
O
rn to
0 U)
D+ vQ
?
Ln ;a
N
0 55
U)
O 0
Z ::d
v0 z
> 00
0
m
x
v7
z
c?
m
m
O
T1
m
D
Ocnm
-? ? x
m D -
C/)
r +
rn -??00

I Ir ?\
L__ \-
CJ5 \\ VA11?.1?\ L rn-a
v
z ?\\\ 1111.1-F .\ I v? ??\?
c? \\\ 111 \`'? \? m0
\\111 \\?-'1.???\ O
<\
11 \ \\ \v`.? ?=???? 0 m
\\\?Iiltlll? i???All,)?y `,
m
1111?[IIIiI: ! c?-???A\ ?
vvv? v
_A
o
?O' ilCn I •``? \
111111
I?IIIII \ ?? ? 1 `1 \ ??' \
j I 11 i
m
r
*t D O
.
-0
m C/)
+
D
>
v
C)
;u 0
b -U
??
!?y ?S °p
0 D
.1h. To

+
°1 N
\
/?W
=p 0
J
y ?
O
? Z
\ D

1 \

1 O

\ I Om0OW
v
\ I
? ND
D<
Z.. -u m
o
\
?
' ?
m
cS
I K)
rn
WU
00
0
y-4
\ \ m N CA

? A \ \ Cf) m
\ \ y --A x
D Cn

? CrJ ?
00
\ \ ; C)
. O
OCf) m o
-1 ---j X F71
' D

\ ?;u
(/)
m -?z ??
?
?
aN
DO
co
?a ?
??
N 0 D
\ m b
?j
\ / Z rrn

?. Q ,M R 0
,? 6 1'2
(7)?? \ \
\ e ?y y I I O \
?\
m
Z (n
vD
r g
N +
Ln
O
>?

JOB' NO.: 05309
DATE:
DECEMBER 2005 MACON COUNTY EWP •
_r PEEKS CREEK SOAK: DESIGNED BY: DP PEEKS CREEK - DSR #2 McG
m CREEK CENTERLINE CADD BY: KS
m DESIGN RENEW:
-I STATION 42+00 TO 46+50.1 a CONST. REVIEW A S S O C I A T E S
D5309\ucC°?-Dwq°/Pnlu/ MACON COUNT Y ENGINEERING•PLANNINGFINANCE
\05509-Pseke-C6,C7.drq 55 BROAD STREET ASHEVILLE, NC PH. [phone]

zT
(n V
rD
2 A
? N
2 ?
T o
r -I
00
OT m w
a o
z
m
r
T
O
K
cl)
D
A
N
t
O
O
0
A
t
W
O
r ;o
M 'L
mU)
0D
mt:
co
X+
Fn v
cn
z
r
m
D
z
C
--I
0
T
T
m
z
0
0
T
0
z
n
;(7
m
m
D
0

`\\\ 1111111)
O,

? f ?m T;
co .
LD r>_ CID

?y 9•
' ^ \
44, 0

I
C
"A L. c?t51 Y ?„

{
e33?

H?7
L '? 4 S
?4
y
Yi'f
t'p •'i
y ,ki .1 t
DA NO.: 05309
MBE MACON COUNTY EWP
DATE DECEMBER 2005
PEEKS CREEK SCALE: NOT TO SCALE PEEKS CREEK - DSR #2 McG
= DESIGNED BY. BY: DP DP
m REPAIR DESCRIPTION CADD BY. KS
i PHOTOGRAPHS CONST. REVIEW
m DESIGN REVIEW: MACON COUNTY ASS °° I A T E S
05309\McCAI-Dwgt/PWct/ ENGINEERING -PLANNING -FINA NICE
05309-Peekt-C6,C7.dwq 55 BROAD STREET ASHEVILLE. NC PH. [phone]

•
A4? y

*Z

..
Y?
?
1?
V
dp 5 Mr ?? t

Est t 6 s, ,.?: ?.

-?:?'• •p90 y:
?Q ?y2 ?m m•
o
co: >
8": za
,'??I1111?
•
X

-o
D

Ca J d7 Cn W N m

O
z
N co (n W
` 0 0 0
? 0 0 Cn N D
J 0 0 0 0 0 0 ? 0
w ? w w N N U' z
NJ _ 0 (D cl)

O N
0 O
O O
O O
O
o
r-
m
m
°
m
ci) r

O
? n
m
z D
.i
°
z O
G-) z
CC)
D
z

m m Cn ?l z
X7-170
cf) m c/)
DOr K: cn
Dr w C7 x m
o= fir (n cn Z N -1 D ;:7
-1mcn=-u m ?:o r O
mm=Z ° ?u
mm
K ODOR
D Z o

N M
7\ ?O
-j -u + D
°
?z Dm?+M-0n

pO -C<m

Dry= cncn
<
m
cn N c/)r
c+ z
m
O? CD z
m Co D NI
Z
? -u = D x cn
70 m mo
Z?

m i+?
>(D>> cf)N
CX)=
z. m
=
om ?ur ---<
m(nm +OD-i -I--i
OOzomK?7
<M=- om
Z
z 0
?m

z? m
D
Zm= orz ?7DC

(nm N Dmn = G7

mgr=

Om
?-IW0
+O+= 1rD
=DZ ?-
=O xr7l
00 r-T m
O F-
? .ODD
0? Co
Dz
D
0
x (A
0 -p N
-' MQ
m m=
n D
o0 i
? r
°m
- ??mm

? ZO
?
o
z
O
O0 ?
CD
D c
0
? ?
z
?m
° =
0
?m ?
z
1) r- m0z ?
D
O
O `J
41 -p?
- m
()
xH 0
m0 ?D
0-- (
CJ ?
-?
D0o
-
rTl Dor°

71
u CnDwD
DOS
Z?
???Z C
-
OrZD?°
rzm0
°
D
o o0°z ?o0 °z CoD'Tmz cn°Fz==
.
OmPW = m
z mom
?mzr mZ
K: -1 _G?
Z

? DNDm
z?zF-

- cn?rrnm?
<O°r O D
m Tm
z

= r
70

m
X
?()
o Off=

<=m
m m Cr)

>D

D \ °
7
+ co ?o

zmDD00
D U)°m7?

-imm
D
D

D
Z
m m =
?cnm
? CC)
°W
ooD ?
r Dope
n c (rCO°
G?Z' cf)
m0-?
-m Z
m
y r??
-?
M - mDZ
C
M0 T=rte
?o mm=G? ,?=
m r-Z??
Domo r
Tl
7
D?? OT
K 0
D mK
-1 ?
Oo?7=
? m
;U -- ?CJ
?m?0
-< <
?Z m
OOW O
?
z
° mM
n
?? m
=D Dm ?O
m
O=ZC? z
C
NO
?
?0 ?
Z>=
=
m
m y
°r
nr r
m-m O -1
° 0
-
i
1
M m
cDi)z?r m ?
K: r
l?
moz z<
0
?C/)M zco
D (D
0+m? C/I
w
Drnm?? 0.

O v
M-
m
ADO
M?
DCNnKFri o
?z?Onm
oon Z
m
m -

0 m rz >C
D ° ?Z
!-'? ^ 0 Dm ?r
r o ° m
0-m
?u
? ;;u
-

m cc) 0
zr- > W<?
D m= ?m CQ)m
..cnr,? m =-I
???m=m r
T-1z?O
° 1 n ? ?
D
r 0? ? ?
7
) 7 rmm ?m cn m0-7 C)j-0K )u 0 -?ID (?/)
1
CC
F
1
Z°?U-z1 -ICU
z-0
= ?<
mrm- mom
?7 mDD ZK
;;o
N cf) ?-
mom
Darn CO
M
?m
OD= °O
Z?
Dx rTmD=m
>?U
..?mm=D K =
m Ozz -?
D S
m z? m

=°
D Z
(n CC m

1Ccn
1 cf)
- 0 Om

O D N
m
Z

x
?
?
DZ=?
DrM
?mmm O
+
mz0 D=
<m= D
<CC mw? m
-i=--? -y-' --1
O ?DG)
m m C?
0 CA > C-) z: ?
ZrmmZO
m OZ= D

Z mZ=
?-?D
?_? +

E O°
.? r)0 D-m-
>;u

mr

OJ N

C,
? DD °0
Z?m DmD
Orz D OC/)
?0m 0
zm+
-0X0 Z? +
41
D °?O zm-rl 0 c/) C3 D
zm
D zm O
c-Z/)zm 0
° Dm- ?cl
Iz()D? o0
rx ?? z
cf)
y z --, m
m
-0
U) ?
0
N?-1
00 D
C/-) K M z D Z DD
F-
F- z -i
=
?O?

CC) D0
?
?mD
+=D
70
m
?D° 00
?
?Z
°
m
m
r
F-
<D-
mzN ?Zp
<- Hu m
r cn
-<
0---
*O mm
-
?r?00-?
?O? 0m
mm m
m?0 m?O m 00Z G???(!)D DD
D?)Z
--j O = D..=D? -in
O
0 OK D m m O
z m
X
m
-o
D
?m
V^J
`TJ
N
O
z
c/)
J
2
m
0
C
m
,oB NO.: 05309 MAC O N COUNTY E W P •
DA7E: DECEMBER 2005
PEEKS CREEK SCALE: NOT O SCALE PEEKS CREEK - DSR #2 McG
0 Z DESIGNED D BY: BY: DP
m REPAIR DESCRIPT ICADD BY: KS
co m I DESIGN REVIEW:
sc"EOU 05309 REVIEW _ MACON COUNTY A S S o c i A T E S
05309 NcGMI-Drga«w/ ENGINEERING •PLANNING•FINANCE
/P
\p$3pQ- 1;8dq 55 BROAD STREET ASHEVILLE, NC PH. [phone]

X
W
-?
w
(
m

z

O
O
N
CD N
00 N
00 N
00 N
00 N N N N N
G) N
O N
O N
D7 N
Ul N
Ul N
a N
U1 cn r
O ?I Ln N O J Ut N O ?I U1 N O J CIt N O D
O cn O cn O cn O u O Ul O Ul O U1 O Ul O T
O

^
J

N N N
Ell
N
N
N
D>
`T'

CIA
CD
O
r - N
m ? V
V J
C

cn
x Z

N
N
N
N
N
_N
_N
_N
_N
N_
N_
_N
N
_N
N_
_N
_N
D m

Ui
?
J
00
CD N
O N N N N
Ln N
?I N
Co L14 W
&I W
CTS c?
J CA
00 > V^ J
` J
m
m
m
0

a
-0- co co 00 00 00 00 00 r m
m
,d
v?
A
•n .
am m
.? Wr Co?-
400,
?(? O• ?;
f

PEEKS CREEK JOB NO.: 05309

DATE: : DECEMBER 2005
SCALE
NOT TO SCALE
MACON COUNTY EWP

•
STEP POOL i :
DESIGNED BY: DP PEEKS CREEK - DSR #2 McG
M
W m
i
D m
ROCK CROSS E 1=
SCHEDULE CADD BY: KS
DESIGN RENEW:
CONST. RENEW:
MACON COUNTY
A S S ° C I A T E E

ENGINEERING
PLANNING
FINANC
osw9?uocn-D wc./ .
•
po*3-m 55 BROAD STREET ASHEWLLE. NC PH_ [phone]

! ! ! i i ! ! ! ! i ! i ! ! ! ! ! ! N-
o a0 v rn (A 46 w iv ? C7
;0 n ov m°m ?o? °0N0 °n5mo?3 ado Z (°030
o 3-0 o•0?, 0=-a s3oo c an p o ax??,,a,0 3 Q.0 ? NC?.o /Z/)
° Q; Q Q C 3 0 - (0 ° W A ?c 3= (n '? '' N V J
U, Q CO 2."a 3 3 a- N A r. o Q' t to a Q rt- N "'I
a 0.0
u 600 - o n can cn to ? ;u -1 to -1 ? c Q. ? Q D -1 3 Q. o n' p .°+ v C
oo < Q ° rn m v W to Q -.% Q v -1 , m 3' -
o° I? c03-?m to ? 0 r ° Z m ^
;u 7 Q l J
0 x m 01 ? a ° Q. (° °
!1 G 0 3 (a! 0 0 -1 ((1) Q G c to M
r. _
CL.
O ° to Q Q < Q3 Q O:3 N cr "I °0 0 A a n° CO 0=~ a o c O
7c 7 (D 3 r+ ?. A 3 Q 3 A 3 O '1 (n
X00 07r (n< O (Op0 a0 d ?='• Q. A D Z
R
3' c a 3 3 2 cn?? 3 °° c rA %--, 3 a?•ch -P. 4.
U)
3 0.3 t° a' -, 0 0 3 0 o v a (c O o
1 4m -3 3 ° to ° 0-0 '000 (UDn 0 0 r 0 0.0 0 c/)
. 0. < o.0 v :3 Q 3 °- PLO
rn 3 3 3 n to to 3 n. 3 -? O f Tl
D as A m ° v° 3 0 (D CD d N Q 70 ?, c o to `< O c)
rn 0. 0 30 ??7 °3cc°ia (n o o p°=? o° A t0 0
70 rAfi 0 O U5 Q U O fp (p rA o rA Q y A• O p n v o.
cn ]0 t° 3 0 -p u°' 3 3 °, - 0 'c - o a 00 o •n+ Z
O _
rn 0-1
/-?
rr v 3 ? l J
z = 3 Q r°3r r3i N 3 cA =r a 3 to m 0 3 =w to to
to 30 3 n?_I cc03 O Q COQ r+ 3
° <m 3 t° o ° rn m y COD c 3 21 cn 3 o Q A =r -°p
n ° O 3 r+ O Q. (n '' a a 0 :3 --k 3 to p co O Q_ a :3 m
A
Fn lk (b , C- _ o
:1 0 O O A 3 1 O 3 0 3 A W 0<
O ° 3 -n n. 3 N n. C Oa (D O 3= co p (D S O G j N d
0 W-0 0.0
D 0 D j D O
Z ?• ?? O d0 Q 3 =e4- ;u A %<
0 0. ;0 cr
=? (b O 0 t° `L A
< rA p 3 r~ ° an
0 CT
co M= (n 0` A 0 0 0 0 Q O
3 Q a ° c0
,03 0 0. Q r+ Q O
d 3 N ?_. 3 A 7 O A c Q. 0 O S 3
% O n. 3 3 d < O to 0 O 0 c0 f° °
p 0 o 3.0 toC 0 ?:1i 30 A 0 ? y A 0 0 zcan
-0 '0 3E =r :3 0 0
O° v-, 2 n 00
3 ?` Q A, d 0; 'O 7 ? 2 Z 3
n to 'O ? -00 3 j Q
-? 700 (30 ° -• O A 3 fi
rrn oo o (n `< - 0 3 A o
A
rt•
N
m
A
0 ,:
O 3
I- O
A
rn
79
o rn
N
O
rn
z ?
70 -nrn
O ?0
c_
? pa
rn 68 a F
U)
<
Fn >
O G1
o =
(J) o
O
n
n
70 70 --ti o
O Q
O Cn 0
o cn CP _n
< r- z Z
f-n rn
rn ? On r
z 00
rn 0 rC
C? Z
rTl 2; N rn
At 70
-m G) 03
Z- r C)
C D
.a cb W, = rn
co: z F,
Am D S- Z U1 70 03 --16
,?cs?) r 0-
03 • z
xe NO, 0&"
DATE- EXCEIABER 2= MACON COUNTY EWP •
PEEKS CREEK SCALE:
0 NOT B TO ? PEEKS CREEK - DSR #2 McG
rn CONSTRUCTION SEQUENCE
fW%REW
CO
°°'"5T_ r"k ENGINEERING•PLANNING-FINANCE
& STRUCTURE DETAILS OO? MACON COUNTY A S S O C I A T E S
0W% 55 BROAD STREBT ASNaNI_E NC PH. [phone]

m
r
m
D

m
N
p i.

m D(A
-m 1 N

m m

r
rn z (A (A

D
oo
4Z ;
p0 m
'D A
Ml m m
X r o
p
Dr
°? o = x -4 rrnn
_<
a) >z
W n
z <
4 =r z
°
c u
iv N z z ;
°
N c
=
rn -v m
C X
'z
Z z
?o
zZ
<
z0
c? m
A
Z -i
g 1 ? W x
T1
m m m Z D <A O
'o Z i N rrrl i
,-. M m
z m
? Om m 7.
??
?D Z(Z7
mx D
Z
O --1 S N
O C
z O m m
TT -4 O m I'll AA p V1

O N M
?? O C
1 o
C
A
i

0
M O
m W
m
-?

O

m
i DN
D

op
r
25
Om (A n
O
co
m
1
mN

m v T
m

n 1 Z
z
i ?

51

v
Rt
1
1
5 m
O
cc
o
m
?g L1.
r
n
v ;a z
A '
?? j z

°

c Z

m

vS

:

Zv m
I

(nM
?pp
z °°
f c Ax
Co
T7
; O
n
mN
m
D D Z m l mm pz
y
A
9
v
i
LAZ
;a
m
D m p ` < o=
r, ;a D
1 i

r -n <

??
=
m
< o0 m N
( Z
7C N
D_
D ,c
AO
i m
N r N
4.

_
(> D-
D
c7)
O
t
Q. O

D r
;Ium
m<
W m
r
m
D

m
N
pU
A voi a
m D pW
m, =1
r m
r
m z
O
4
m w -1 r
O
m m
z m p
0,0 co
<
1`11 -
m
- ;o
CD ;a
0 ,
C D 0
O 0
Z Z
Lo O
V1N
D
D -4DZ
7C
N Z> Wv Z m ;
r CD
V) O
N
D Nm C X
0 r-4 O
z X
(A >r
N
ni0 N?
O (gyp O-
zy a
m r_ n0 OD
Z
mm
zrn G)
-+
Ov Z? Z O
p m 2m
zA °
;
Iv

_
m
m g
<
m ? ?Wa No o m xZ

Z T
1
V

m
> if Z
0 M

N

n
m
Z C
D
o

O Q

O D
8
x z x G+
= 2
z
T m n
z m O
m o
rr, D
r r
i
N OX
m N na
°r
m A
; g
rrwn D °
1 m ?
n O Z D-
z m
° v
m a O

r z0
Vlm m;
?p0 O
m?
A m
OCD acn

ND
m T
V ;a ? r! A j ;o Z ? m
T
11
o m °
Z A -4
m O
m

z
D
= m F

m
° m .
i ' 0
pp
Z m
o m>
n D
5 0 cC

O m m
D
N A
m t4
D A z
z m
D
;p m ID
ND
O
x z j A Z
?
;a D
J m
N
O
Z % N rn
A m

? ?
in
v

m A

I cr
<
m m
N
( D N
D
'-O AO
1 m o

? •• A/0
'

.. {?
woom

. b,
'l A
? o
°
Ci ? (n
fi
FTi
fA . ?. p`

M
M<
(n
?"°` MACON COUNTY EWP

PEEKS CREEK OW
?& ? TO SCNZ
? ?T
PEEKS
C
REEK - DSR
#2
M
CG
m: .
GESKM OP
PROPOSED REPAIR CAW 81' KS
O OPTIONS OOPW. WAM MACON COUNTY ASSOCIATES
N
E
I N G
I N G rH
i-0
I
e
2
E
Lv
n
o
0670lW
? Nwa/
I? 55 BR ME
w
S L- ,
r
3 5
.
92
)
VUI -
ASH
5

CO CO O
O CP O
O
W
D
N
4
O
O
O
Cr7
D
N
cfl
O
O
O

c)
D ?
r -7
=
N
O
? o

O ?
Cn o
Cn

m -T]
0
n 0
O r7 O
Z
O

M
= cp
O
D ?

W o
O
J
0
i
I
I

'

I

i

i I
I
I
zl
?
i
I

O
? ! I IIV
aav? .. Nog
qo
N
JOB NO.: 05309

(A
PEEKS CREEK DATE: DECEMBER 2005
SCALE: NOT TO SCALE
DESIGNED BY: DP
m TYPICAL CROSS SF CADD BY. KS
O m
REPAIR
#. DESIGN REVIEW:

CONST. REVIEW:
X5309 NcGlll-Owq, wa/
- \ a4 I.e.y

D
N
U1
O
O
O
v,
D
N
4
O
O
O
O O
O CJT
n
? o
C7 ?
D
o
? o
O?
Cn
W o
Cn
m 0
n 0
r
o
O m 71
Z
O
Z7 ?
M
W a'
O
v
0
MACON COUNTY EWP
PEEKS CREEK - DSR #2
MACON COUNTY
n
D
rn

? I
n
D
rrn
N ?
IIV IIV
o V
v
it
McG
A S S O C I A T E S
ENGINEERING PLANNING-FINANCE
55 BROAD STREET ASHEVILLE, NC PH. [phone]

a
z
O N Z
m O
co mZ
ao ;a >
jm
0 ;u
T D o m
=
M
m N m
1
n z O m <
<
Z
M m
mm D
Q > n A
= D
?mv
T m_
m V =f - m
v m p <
m
X_ <
N D
A
Z
7 Z G7 N
N >
C r
m
Av
=
Z
m
D
N A N
p m
Z m
=1 O
ZZ
D m
:1 m
$v
m
O-4
mD
r-
N
A m
m
x
z
z
00
2
D m
O ZO
N O
N r m mo
C m D Z
A xv
a N _
Pn 0 >
-1 m_ Z v
? U
2 >
1
>
A O O
N >
0 N r
A m m
w
Z D m i
i
r N r m 0
N ;
-n m m `rf
-4 0
F4 U)
QQ m CD M
Z 1??
A 0 m Y m
n Q ?m D pQ to
d
c 29 ? °
\ .
N
QQ
QU
z o o-
v Z z i
m fl v o
a
D 0ci -4 r0* °a
wz D p
0 ;a
r
rA m
N
m pp
p Z i N m °°I Z
> A Ln O ('! C
N 2 m
??rrrirr -4 A
pi N
NO >
,aa 0 Z
10
t? co
rt ?.
sm N• ?- GZ'f
N
A
'??2O • t7 • Z
°D
''rrrrirr c
PEEKS CREEK mo- 05" MACON COUNTY EWP
??
SCALL =PROPOSED REPAIR OPTIO a
Wso" " op PEEKS CREEK - DSR #2 ASSOCIATES
m FRENCH DRAIN DETAIL CAM Or 8 TOE KS @mcG
DE" REVEW
S ENGINEERING PLAANNIN FINANCE
-?? ACON COUNTY ssBRO.Dsrxaer ASHBVU r E NC rx (928)232-0=:s
STABILIZATION DETAIL

G') 70K
0rnz
c
F:
- N
03 Z
C N 70
C?
DOO?
rn
29
SON
Z<D
rn l
z
rn
O
z
0
C)
1-.
Z
O
O
n
r
rn
n
Z
D
Z
z
rn
n
rn
(!)
CP
0
70
O
r-
rn
rnCPDC>
c C)
70 rp --j
rn (J)
70
r-n >
(7) O?
rn?
a D c)
C)03
rn
(J) CA
rn
o°
03°
F. Crnn

C7 0 =

;
A
• 0
,
y

0
-u (J)
o
rn
zD
rn
0
rn
N
z
G')
0
D
z
z
rn
r-
03
rn
0
rn-i
70 z
G7
r rn
OD
rn rn
rn o
70 03
rn z
n 7t
rn
O
0
n
z
OO
Orn0Oz
porn
zrn
0
z7u/u 7u
?i-< DO
Z
0
> 7u
nc n
K
G)
-i n z =
o ?
z
N
0
1
O
Z
Q0
i
C
O
Z
rn
z
z
n
rn
-n n
O?
4O
za
G7 ?
0 7rn
o?

u
N
z
O
4
rnrn rn
Z
r
z rn0
70 0
c O
9 rn Z
OZ q -n
rn?rT1
Zrn?
00
O
z
C
O
CT1 P w N -
-ugu>o?Orn=c?A??7oD
=prnP?D=70n<rnpp??
zm 03
=D?z7rnzD z D
rnN?Oo(.A-
?uOoLDz-i ?0z?rn
zoz- uu-z- -n0rn ?Nro
1 -U
ZZ7o -G7 -uz -<2m: N z m o
inz-<rnF-< rn ??
r-n rn O z O rn z r-) rn
? Oz D rn o
zDrnrn?" Dz-??CpC?D7-°C?
zcr"OoUrn• rnrn=0z70
U r-nOcCn=_0?y?y p=
0> c--uuou=z
rnN?Urn 0
rnK K oczKG) rnCl?
((?>r?rna0?-<-nmu z0
0-4 rnr-° Q>D ;--i6AU-0 G-) rn
0Ngf--1 0Zp rT, zz
?rn3DPrnDrn D=
z0 zrn? 0 rn nnrTl O9
-? o rn?rnz0- Zr-
03yy=D::?-D0 ?rn z700?0 rnrn
CDO= ?°aopz?Q 70
zCZ?°„ c?KDOp0 O
c z Z z o? z u
rrnnU)< o?c?czr 0zrrn
o rn 0 4003-
(j) z o
n Dom=? -+
OOco 0 70 1E
-irn
rn?rn C zNnr- 0p
rn ?? n 600 70
70
z
00
N
- ° 3t MACON COUNTY EWP
SCA OECENB E7 2005
= PEEKS CREEK DESMW PEEKS CREEK - DSR #2
m EROSION CONTROL CQ0 BY: KS McG
IV ? DETAILS I ?+sr- REVIM - ENGINEERING •PLANNING •FINANCE
DEp°'F&MM MACONCOUNTY ASSOCIATES
OS ?9 Ui-0 55 BROAD STREET AS' [EHILF- NC PH. [phone]
Q
cn
z
0
rn
0
G7
rn
O
D
rn
70
Pc
(11
z
G?
0
z
z
rn
r-
03
rn
0
Z
O
O
cn
D
r
rn
rn(J)DC)
?0
p
rn
U -U
?
AN
z
DrnK/u
n rn n ? 00
0
G 0
0
N0
z
G>
O
rn
0

D

:I I
_? z

Q
1-11
110
?O
I, Fn

`rNz 070"A
nD?
r
? C
?Q? pC!)rnZ
rn?=C>

?->u Orn
(?DDN Zrn>
On
?? ?rnFn
c
o
?G)O a??0
v0 (J)
?
rnD i?
(
p
aO AND
?-?
D
(?iD rn
7C?
ri ?; 0
Z r-
>
m

n
0
rnz_ z_

D O
?
A o

Z O C)
rn
Orn
rn
? rn
?rn
rn
O
ZO z
> ?z
_
r ?
0

rn
o?n 03 -n -
Or-N
?O o C)
p
rn?D 70?O
N
--1
O
70
6 z -U 07
0 p
rn(-)
6)rn NKZ
4D?
r. p Fn
D D
? c)
O?

70
0 Q
D
D
X Qz
N<03
z
7
``??111
1 0/1"
aw.
• n
70
O
r-
rn
rn

N
rn
n
7
C
z
(CT
n

- I mrn ?
I I- rn? D

>,::c- Z
-I O C
-III
-I z

= -
I--
III _

I z
-
III
-
+ °
rT1
N I-
III -1 I
I
03
o = z
n =
D O
rn
? D

rn
C)
O
D
IL

v cr

cr O cr ? ? S
5 fl?
r (0 0
? O O
4

?
N
O 1
? car
(n ? (sp O
3
v
N

3 i
O O
S

a
< (
D
c
r
(p
v 7T-
5 v
3
? ?
a

C c
r
a v
(1 (? S
O cz fl? v
c
3
-
N
s O 3
?
(D fi
(b N v v

v ?
N
O
- cfl O
? O O
N 3
Q
n O
c 3
cr
3
3
N O
a
::s O
u
v O
a Q
u
S?
00
W?
n?
?O
00
O?
n
A
N - z
0
??pp
tl1>D?? (J)
-T1?
O D {rn70
n
z_
70
_
?7u
D 79
D
p7o
O Z
rr- G) -?

rn U

rn j0

D
03
rn 70
rn r- 70

CPr >Orn ?
z
y
u
rn C)
rn
CDP0=rn
p
rn Z
?
O r
T,
n -n =
Z
crn
nD?n
C!)
?
rr
> Fn
r Z p

cu
=oDrn
Ln ? 10
O
= 70 K
?N rn
0 >
n > Z
rn=r-n
70 =00
?? N
rn
D
Z rn
r'n
r prnn
?_?
wz<<
rn
0
(? N -
2
D °?r' 0 v v 0 (so ( O O n (so
3 c 3 a, ?? Cb 3 (gyp m
c? 3 3 C) .3 g R2 r.-
:3 Om 0D? c? ?° (b
3 v G ?+ d?" (D 70 it (0
(0 N v (D (E i C (D 03
c'F N N_ N 3 3 g x =' 3 w Es
3 (p ct ?. 7r
v Zr^
3 ^? c O c 3 O (cD
U 0 LA to U,
:3 :3
v N CO
O v da N W a N (D v c?-h
N c Q m
v a (D 0 ?. (a-n
tV to O U1 n O O D
Lp
n N
C_ Cb
LU
v
(0
O
>O?
2; <
?Nrrnn
rn0rnrnrnrno?
Z C
C) rn
Z z ?
Z -) Z
p E C)
070c
rn
D>?
70 0
?C)rn
02>
0O
r
zz
C) rn
(D Ct
X ?
Z cr
K N
CD CD
U1 (0
Q.
n ,
v
c
a
co
G)
O
c

3
cn
= O
' D p
z it
v•
I0Z05 - (n
c
3 3
(D
CE
? N
3

0000
(11
0
N
22 70=
C?
Z -uN
oO?i
?Nrn
D
Z?Z
pZr-
• rn

C) x ? X
-n -n
070 70
§? orn?
rn? 70
KN?
2270 Zrn
=rn 0Oz
70
J? r
=
n
_ Krn
rn D
?70 03
C)
rn
0-0??
Z
?j0n=
?rnrn-
rpp(?
-n -n
a6;0
tttt?) -.0
Orn?D
z22 03
rn-10=n
n
rn
?IQL?S co 3D +7)
o (b
Q ? 3 N p?j ? v v ? S11
, ???? n (D
?-* w (1 m O U1 ?
O °1 co ? ? '? v O
iL N p ? s N ?* a?
O O m N 2L
3 0 3 0 30 D S O car
c9 v cr O CO ? fl?
3 (b O O
(1 N cT N
N
N1• ?(D c
a S rr `C c c9
CL N C1 N (a0 O Q,
Q cb
0
Qk- (D
0- =1 1cr .
O D c9 (n (D (?
= fl1 i 3 (D O
wN ?v s3 Q--
c U'
n c =
CO
(D SN v Da
a Wcfl s ct p 0 v
-3 S)L
S (1 (?j (D a a
a cD Q ce O
(0 S w rv -s
S1 S1
v
u
rn
/Z^:
(V ?
V ?
rn
n
O
(z?
V?
DES DATE- 2005 MACON COUNTY EWP PEEKS CREEK ?;m? OP PEEKS CREEK - DSR #2 McGfll
M EROSION CONTROL ? Br.
? DETAILS II ?T-?W ENGINEERING •PLANNING •FINANCE
w OOp°'?'E ACONCOUNTY ASSOCIATES
0 - SS BROAD STREET ASHEVnl.E. NC PH. [phone]
id
V'
rn
z
rn
C =
7s
oun
X
Dn
z=
O?
rn?
po rn

cl) WD(A
? D m m
c 0c
o0(AZ Z.AJ
Z;oo -t
-0mo0 v> m0-UX
O I K F ' ? rn
(n =m .? m
rr?z Dn \? (A0 1
a Z 0 -4 o %\?/i II I II I I I oz
m 1T7 m r?*rn
m rn D 0
?mni=n\?// I?RI911111\\ I o
'ron CA co O ooom ???? IIIIIII? I
Cox(-? I ICI
zmo?? I Z\\/
O ,, \\ o °°
rDr f Tl ?F; cn
M 0 aDO c °o
> FA
m -0 mm (n c? F V) n j c _ D
D Z rn 7\\ rn /\ 0 m v ^-
0(n(0ZA= Z m ?\\ D D Z cn?WN- mm
rn o m O i\\?/\ I III \/ Z Z m
m m
m m m o z /?\\? I ?I I II =1 ?// N D
Zzv
D5? n D- ! /i I?III-- Z 0
A D cA x(n _cN?i/ I?III = I
r- -+ m c> v >:L, ?\ I I-III /
D N o ? r0 m ?< ?? III-III-I I \? ;
>mmn v (nv rnX II1=1II ?\ m
ZMZ> 0 --1 4m m -p- _11
00 -Z
00 co >
;v D? ?? rn c 0
v ADS
\\? OmG?
> r- oz
.dam ,.•,,O''' Zna QM x>? >?? °D= Ln zm E!
?•'y o? DD Z> v I
???•_? tin _ mLt) r, rn c? zm ? X- rn
ny 0D; vN X
Z?O n
to
??.c) DQ OA
F4 __4
"05
,2M MACON COUNTY EWP
DATED = PEEKS CREEK SCAV_
MSOW NOT M PEEKS CREEK - DSR #2 McG
M EROSION CONTROL cAw 8,. n
.A,, 4 DETAILS III OO? FEWM. MACON COUNTY, ASSOCIATES
OO1''ST-?M ENGINEERING -PLANNING -FINANCE
11 1 06.709 /Web/ 55 BROAD STREUr ASHEVnly NC PH. [phone]

_ Z
co > a) ;0 ? a r ? i Z n
NC Q m Z m
0????77 rn
n Z rn
rnG)N
Z D i rn
Q n D
o ?yN
o 3 N??
m (f)
O Q
C
O ? v rn ? D W n m
c: NOrn c9
70 m
^ rn N rn 0
i
N p? 0
0 ? 0 0 co 0 0 0 0 co O?
O " ::s z Fn -c
O v o`er unz
?
(J) r7l
n vS? ON
p
rn ?
yrn °o ?
m m m m m m m r?i (/) rri O O O O O O O O
r- rn Fn
i X rrl
D p moo
?y0
r Z ?C)
G> oogo OOZ
v rn < p
s w rn X
O
N (D S
NOD
n
Z D Z
rn
70 m m m m m m m m
Nay= NCNz c: m (A
c?< O- +=O cn
03 rn c: F 70 --1 ? O ?=DU) Dm
NDN 70NCrn
f C D 7 D X
?
< Z: Fn m
OOZN pin
rn
II II Zn? prnr-n
(n r O N
-0 II 7? 02
OO ?O p
D o Orm?=-ao-Z
Z _ -II m? CA 7oU? oWa G7
>>>Z
O rn co???nc??< -n I I- DO D D N o rn
I
-U Z
zNo=
?, -III -_,? ?7?0 z
?0 11=1 O rn ?
N -n N
OO-??O rn? rn Z
`flco U --ii ?? z D o N < -III O (!) c u?i O
z ?D?oD?r?- rn I_-I I 0771
-? -?
rn- Z O 70
rn - -- 01 z???D -1 I I- D o Fn Z
oa
N OzO?-°o? 7oy? I-I Cr p rn n N N rn :j- -n D°Ka 0 N/°? Ors
?ornz II-I z? 0 ??rn
rm Fn 00 aoooa
z 7u G) ?'-+ ? 4 (J) D I=11=III > 70 o°?
Q ? II I X11=1 0 70 -U
r z 7a rnz OON
rrnn yo rnirny? pl
-
z z ° z z z z
rn -a
4) a r) m rrl m m m m
r1i T" . - 7p N
R. Z S? R* f? R, R,
;?,5,•,N?z rn
"°` °"? MACON COUNTY EWP
aA
m PEEKS CREEK m ar OP PEEKS CREEK - DSR #2 McG
m PLANTING SCHEDULE ? ?o' Bn ' Ks
A S S O C I A T E S
& PLANTING DETAILS OONST• FtEVIM ENGINEERING •PLANNING •FINANCE
p?pp 55 BROAD S'IRPSC ASF+P,1m r o NC Pti. (828) "2-075
MACON COUNTY,
? m
D
D D N N C ? ?
;a D
?
G7 ? ? Z O r C7 (n
D ? Z Z
D D D D
D
?
m O ? ? n co
D
?

to r D `Z Z
- m
= m ? .
. (7 ? o D

v

? ?
m

Q) W W W W W W W

c c c c c c c c

m m m m m m m m

W W W W W W W W ?

o o
o O o O O
z
0
z
z
z z z z z

2
?
Z p
C
v Or
Zm n
m 5= DC7
Z ZO c D Ord m
v p Z z ZZ
? Z r
ZO D r
D F DC
cn m
N
C ? r
l
Z
D D
?

c
? T7 ?D

m
D
Om
?
? 20
= r0
o C7m
=? ?)
z? ?
o
O m
?
WD
?)(n
m

0
;0
r-
m° O N
Z
?Z
O
p O
Z r ?
m
o 0 o
v v v D

W ? W W W
m m m m m m co

0

v v v v v v
v I
1 l I I I
w
c) ,,
m ao 0o W ao
7C D 7C 7C 7C 7C ;p

Z ;u
Z
Z
Z
Z m
D
N ?
N
W rC W W W W
Z
Z
Z Z Z Z