20051560 Ver 1_Complete File_20050811

OF W H 7-cR
\O? QG Michacl F. Easley, Governor
3 William G. Ross Jr., Secretary
I~ North Carolina Department of Environment and Natural Resources
DLU'a?
-_- ? -I
Alan W. Klimek, P.E. Director
Division of Water Quality
August 29, 2005
DWQ Project # 05-1560
Henderson County
David E. Nicholson, County Manager
Henderson County Government
205 College Street p
Asheville, NC 28801 SEP 2 2005
Subject Property: French Broad River - EWP DENR-WATER QUALITY
`',`ETWIDSAND STOWMATER BRANCH
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Nicholson:
You have our approval, in accordance with the attached conditions and those listed
below, to place fill within or otherwise impact 12,105 feet of streams for the purpose of
streambank stabilization and woody debris / trash removal, at the subject properties, as
described within your application received by the N.C. Division of Water Quality (DWQ)
on August 11, 2005. After reviewing your application, we have decided that the impacts
are covered by General Water Quality Certification Number(s) 3376 (3376). The
Certification(s) allows you to use Nationwide Permit(s) 37 when issued by the US Army
Corps of Engineers (USACE). 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. As "stable" and
"pre-storm" are not interchangeable terms, all work must be to ensure stability,
regardless of channel location. Additionally, channels cannot be returned to it's pre-
storm location unless there is documented instability is submitted and approved as part
of the application package. If you change your project beyond the activities authorized
below, 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
on'
North Carolina
,Xahrrally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Henderson County:
Page 2 of 6
August 29, 2005
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 Plan Location or Reference
Approved (Units)
Stream 12,105 (feet) Bat Fork, Devil's Fork, Boylston
Creek, Shaw Creek, and Mud
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 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.
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.
Henderson County:
Page 3 of 6
August 29, 2005
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 401/Wetlands 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 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. 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 (excavated)
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 re-establishing the natural and more
Henderson County:
Page 4 of 6
August 29, 2005
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.
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. Riparian Zone Replanting
Replanting of vegetation within disturbed areas located within 25 feet of the
streambank associated with any land disturbing activity, repair, replacement
and/or maintenance must be done in a manner consistant with the Guidelines
for Riparian Buffer Restoration immediately following construction. (Please
see attached.)Guidelines for Riparian Buffer Restoration.
(http://h2o.enr.state.nc.us/wrp/r)df/buffers.adf )
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 including, but not
limited to bank re-sloping, in-stream structure placement, and riparian zone re-
establishment, by an appropriately trained individual.
Henderson County:
Page 5 of 6
August 29, 2005
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.
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.
18. Turbidity Standard
The turbidity standard of 10 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.
Henderson County:
Page 6 of 6
August 29, 2005
This letter completes the review of the Division
the Clean Water Act. If you have any questions
Central Office in Raleigh at 919-733-9721 or M
Regional Office at 828-296-4657.
of Water Quality under Section 401 of
, please telephone Cyndi Karoly in the
r. Kevin Barnett in the DWQ Asheville
Sincerely,
-)?, 4f, /1r
Alan W. Klimek, P.E., Director
Division of Water Quality
AW K1khb
Enclosures: GC 3376
Certificate of Completion
Guidelines for Riparian Buffer Restoration
cc: Bradley, H. Bucy, P.E.
Hobbs Upchurch & Assoc.
1300 Baxter Street
Suite 108
Charlotte, NC 28204
USACE Asheville Regulatory Field Office
DWQ 401Metlands Central Office
DLR Asheville Regional Office
File Copy
Central Files
Filename: 05-1560.EWP. French Broad River.Approval
Triage Check List
Date: 08/18/05 Project Name: Henderson County EWP - Bat & Devil's
Fork, Boylston, Shaw & Mud Creeks
DWQ #:05-1560
Kevin Barnett, Asheville Regional Office County: Henderson
To:
60-day Processing Time: 8/11/05 to 10/9/05
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
? Mini mization/avoidance issues
? Buffer Rules (Neuse, 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!
H ND RSON COUNTY

EMERGENCY WATERSHED
PROTECTION PROJECT
HENDERSON COUNTY, NORTH CAROLINA
FRENCH BROAD RIVER' DSR N0.09-
10
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MUD CREEK7 DSR NO.11-12 AUG 1 1 2005
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STATE LOCATION MAP
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7/2-5(
HOBBS, UPCHURCH & ASSOCIA TES, P.A.
CONSULTING ENGINEERS
CHARLOTTE, NORTH CAROLINA 28204
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SHEET DESCRIPTION
C-1 COVER SHEET
T-1 OVERALL LAYOUT AND TABLE OF CONTENTS
BF BAT FORK LOCATION MAP
BF134 BAT FORK SITE 134 - VIEWS, PROFILE, AND X-SECTIONS
SF136 BAT FORK SITE 136 - VIEWS, PROFILE, AND X-SECTIONS
BF137-139 BAT FORK SITE 137-139 - NEWS, PROFILE, AND X-SECTIONS
BF140 BAT FORK SITE 140 -VIEWS, PROFILE, AND X-SECTIONS
OF141 BAT FORK SITE 141 - VIEWS, PROFILE, AND X-SECTIONS
DF DEVILS FORK LOCATION MAP
DF3,5-6 DEVILS FORK SITE 3,5-6 -VIEWS, PROFILE, AND X-SECTIONS
OF4 DEVILS FORK SITE 4 -VIEWS, PROFILE, AND X-SECTIONS
OF7 DEVILS FORK SITE 7 -VIEWS, PROFILE, AND X-SECTIONS
DF8 DEVILS FORK SITE 8 -VIEWS, PROFILE, AND X-SECTIONS
DF9 DEVILS FORK SITE 9 - VIEWS, PROFILE, AND X-SECTIONS
OF10 DEVILS FORK SITE 10 - VIEWS, PROFILE, AND X-SECTIONS
OF11 DEVILS FORK SITE 11 - VIEWS, PROFILE, AND X-SECTIONS
DF12 DEVILS FORK SITE 12 - VIEWS, PROFILE, AND X-SECTIONS
UMC UPPER MUD CREEK LOCATION MAP
MC112 MUD CREEK SITE 112 - VIEWS, PROFILE, AND X-SECTIONS
MC113A MUD CREEK SITE 113A - VIEWS, PROFILE, AND X-SECTIONS
MC1139 MUD CREEK SITE 1138 - VIEWS, PROFILE, AND X-SECTIONS
MC114 MUD CREEK SITE 114 - VIEWS, PROFILE, AND X-SECTIONS
MC115 MUD CREEK SITE 115 - VIEWS, PROFILE, AND X-SECTIONS
MC116A MUD CREEK SITE 116A - VIEWS, PROFILE, AND X-SECTIONS
MC117 MUD CREEK SITE 117 - VIEWS, PROFILE, AND X-SECTIONS
MC118 MUD CREEX SITE 118 - VIEWS, PROFILE, AND X-SECTIONS
MC119 MUD CREEK SITE 119 - VIEWS, PROFILE, AND X-SECTIONS
MC1198 MUD CREEK SITE 119B - VIEWS, PROFILE, AND X-SECTIONS
MC120 MUD CREEK SITE 120 - VIEWS, PROFILE, AND X-SECTIONS
MC121 MUD CREEK SITE 121 - VIEWS, PROFILE, AND X-SECTIONS
MC122 MUD CREEK SITE 122 - VIEWS, PROFILE, AND X-SECTIONS
MC123 MUD CREEK SITE 123 - VIEWS, PROFILE, AND X-SECTIONS
MC124 MUD CREEK SITE 124 - VIEWS, PROFILE, AND X-SECTIONS
MC125 MUD CREEK SITE 125 - VIEWS, PROFILE, AND X-SECTIONS
MC126 MUD CREEK SITE 126 - VIEWS, PROFILE, AND X-SECTIONS
MC127 MUD CREEK SITE 127 - VIEWS, PROFILE, AND X-SECTIONS
MC128 MUD CREEK SITE 128 -VIEWS, PROFILE, AND X-SECTIONS
MC1288 MUD CREEK SfTE 1286 - NEWS, PROFILE, AND X-SECTIONS
LMC LOWER MUD CREEK LOCATION MAP
MC65 MUD CREEK SfTE 65 - NEWS, PROFILE, AND X-SECTIONS
MC66-7 MUD CREEK SITE 66-7 - VIEWS, PROFILE, AND X-SECTIONS
MC68 MUD CREEK SITE 68 - VIEWS, PROFILE, AND X-SECTIONS
MC69 MUD CREEK SITE 69 - MEWS, PROFILE, AND X-SECTIONS
MC70 MUD CREEK SITE 70 - MEWS, PROFILE, AND X-SECTIONS
MC71 MUD CREEK SITE 71 - MEWS, PROFILE, AND X-SECTIONS
MC71B MUD CREEK SITE 718 - MEWS, PROFILE, AND X-SECTIONS
MC72 MUD CREEK SITE 72 - VIEWS, PROFILE, AND X-SECTIONS
MC73 MUD CREEK SITE 73 - VIEWS, PROFILE, AND X-SECTIONS
MC76 MUD CREEK SITE 76 - VIEWS, PROFILE, AND X-SECTIONS
MC77 MUD CREEK SITE 77 - MEWS, PROFILE, AND X-SECTIONS
MC78 MUD CREEK SITE 78 - VIEWS, PROFILE, AND X-SECTIONS
MC79 MUD CREEK SITE 79 - MEWS, PROFILE, AND X-SECTIONS
MC80 MUD CREEK SITE 80 - MEWS, PROFILE, AND X-SECTIONS
MC81 MUD CREEK SITE 81 - MEWS, PROFILE, AND X-SECTIONS
MC82 MUD CREEK SITE 82 - MEWS, PROFILE, AND X-SECTIONS
MC84 MUD CREEK SITE 84 - MEWS, PROFILE, AND X-SECTIONS
MC85 MUD CREEK SITE 85 - MEWS, PROFILE, AND X-SECTIONS
SHEET DESCRIPTION
BC BOYLSTON CREEK LOCATION MAP
BC1 BOYLSTON CREEK SITE 1 - VIEWS, PROFILE, AND X-SECTIONS
BC4 BOYLSTON CREEK SITE 4 - VIEWS, PROFILE, AND X-SECTIONS
BC5A BOYLSTON CREEK SITE 5A - VIEWS, PROFILE, AND X-SECTIONS
SC59 BOYLSTON CREEK SITE 5B - VIEWS, PROFILE, AND X-SECTIONS
BC6 BOYLSTON CREEK SITE 6 - VIEWS, PROFILE, AND X-SECTIONS
BC7 BOYLSTON CREEK SITE 7 - VIEWS, PROFILE, AND X-SECTIONS
BC8 BOYLSTON CREEK SITE 8 - VIEWS, PROFILE, AND X-SECTIONS
SC SHAW CREEK LOCATION MAP
SCt SHAW CREEK SITE 1 - VIEWS, PROFILE, AND X-SECTIONS
SC2 SHAW CREEK SITE 2 -VIEWS, PROFILE, AND X-SECTIONS
SC3 SHAW CREEK SITE 3 - VIEWS, PROFILE, AND X-SECTIONS
D-1 DETAILS
D-2 DETAILS
D-3 DETAILS
E-1 DETAILS AND EROSION CONTROL DETAILS
CONSTRUCTION NOTES:
1. MOBIL17ATION & DEMOBILIZAITON:
1.1. It is the Contractors responsibility to familiarize themselves with the project location, access requirements and any limitations.
1.2. The Contractor shall contact the Engineer or Henderson County Soil & Water Conservation District, 72 hours in advance in order to notify the property owners.
2` POLLUTION CONTROL;
2.1 The crossing of live streams with equipment is prohibited.
2.2 The Contractor shall provide for stabilized construction entrances, which must be maintained so as to prevent tracking or flawing of sediments onto public roadways. All
sediment spilled, dropped, washed or tracked onto public roadways shall be removed immediately.
2.3 The project site is located in the Broad River Watershed. All sediment and erosion controls as well as other pollution control activities ore subject to inspection by North
Carolina Department of Environment and Natural Resources (NCDENR) personnel.
2.4 The contractor shall be prepared to construct temporary siltation basins using geo-textiles and hay bales. Upon completion of the work, all temporary sedimentation
ponds shall be dismantled and removed from the site for disposal.
3. PROJECT DE-WATERING:
3.1 It is the recommendation of the Engineer to construct any J-Hooks or Cross Vanes without completely de-watering the project area. This will allow the Contractor
and/or inspector to observer the effects the structure has on natural channel flow.
3.2 Depending on the nature of the site, passive de-watering of the mainstream channel maybe possible. Passive de-watering of secondary channels may also be used if
appropriate.
3.3 Excavation of a natural pool downstream may be used as a farm of sediment control during in-stream construction work. Excavation should be no deeper than three
(3) vertical feet at the thalweg. Borrow moterial should be placed in the deposition bar where any structures Ge into the stream bank.
4. ROCK VANE / J-HOOK / CROSS VANE:
4.1 Placement of Footing Rocks is critical to the success of Rock Vanes. To insure proper placement, the Contractor shall provide a portable pump to de-water excessive
ground water from the excavation.
4.2 The construction of Rock Vanes requires equipment which con place rock in precise locations. An excavator of a suitable size and containing a thumb is recommended.
4.3 Surface rocks shall be offset 1/3 to ',% boulder width back from downstream face of footing rock. Typical installation begins with the footing rocks anchored into the
center of the stream, then constructed downstream into the bank at a 20'-30' angle.
4.4 A geotextile fabric shall be anchored into the upstream face of the rock vane to minimize sedimentation. Stream stone or surge stone may be placed on the fabric
when available. Loose rock rubble from each load may also be used to fill in behind the upstream face of the rock vane.
5. ROOT WADS:
5.1 Placement of the footer log and large rocks is critical to the success of
rootwods. To insure proper placement, the Contractor shall provide a porteble pump to de-woter excessive ground water from the excavation.
5.2 The construction of rootwods requires equipment which con place rock in
precise locations. An excavator of a suitable size, and containing a thumb is recommended.
5.3 The Engineer and/or Inspector will identify for the Contractor which rootwods on site may be used for construction.
6. DEBRIS REMOVAL:
6.1 If a tree is removed from the stream with its root mass intact, the Contractor shall stockpile the tree separately for possible inslollation as a rootwod.
6.2 The preferred method of debris disposal is chipping on-site. The mulch shall be left on-site with approval of the Engineer and property owner.
7. LIVE STAKES/POSTS;
7.1 The following plant species are authorized for use in this project;
Corpus amomum (Silky Dogwood)
Salix Nigro (Black Willow)
Salix Sericeo (Silky Willow)
Undera Senzoin (Spice Bush)
7.2 All construction of Live Stakes/Posts shall be completed in the presence of the Engineer. Inspector or their designated representatives.
B. SEEDING & MULCHING: In addition to the conditions set forth in Section 12 the Contractor shall meet all of the following requirements.
8.1 Seed Specifications The Contractor shall apply seed at the mixture and application rate shown on Detail D2. A conservation seed mix of comparable formulation may be
used only if the label is provided to the Engineer for approval prior to seeding.

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BAT FORK LOCATION MAP-
N. T. S.
r C
Ul' o
a ??ry
y
V? owe
y 1tS o ?o
y o •a
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9 Elw
BF
a:
MUD CREEK
(BAT FORK SITE 134)
.LL
r
105
F

10
4 I -
103
-
-
-
102
101

loo
7 W =
99 _ f =
98
97
96
95 - -j

93 -
92
- - -
-
- -
91 = - - _
BAT FORK 134
CROSS-SECTION! BLOWOUT
H0ROZ0XTAL SCALE: 1•=20'
VER-mAL SCALE 1" = 4•
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
106

105
104 - - -
103
102 _ .=. _ .-
101
100
99
98
97
96 - -- - - -
95
94
P
92 -- - - - ----
BAT FORK 134
CROSS-SECTION RIFFLE
SITE 134 - SCOPE OF WORK
40 LF SLOPE 2H:1 V
40 LF BANK STABILIZATION
REVEGETATION
94 n ° Z
w
93
92
--
91 =-
90 - - - - -- - --- - -- --- ---
89
88 ?_- __-
00+00
HOROZONTAL SCALE 1'=20'
VERTICAL SCALE 1' = 4'
00+50 00+75 1+00 1+25
BAT FORK 134 LONGITUDINAL PROFILE
1+50
v.
' ? k SAN'. X.-.
VIEW: DOWNSTREAM
VIEW: UPSTREAM
a:
N.T.S.
CL:
tai a ? $
m
y a?, ? Z E
y ^' .c
?WV i
.:o
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N.T.S. a< etas
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au. CAB
AS SHOWN
stn -
BF134
MUD CREEK
(BAT FORK SITE 136)

y
LL
LL
z
?f.
z
2
100
99
98

97 -
- -
-- 01 7

96 - I _
95
___
94
93

92 t-------
BAT FORK 136
CROSS-SECTION RIFFLE

101 - --

--- -- ------ -
93
97 = - __ - -- - __.-_ ---_
95 --- - - ---- -._..-
95

94
-
-
-
---

92
BAT FORK 136
CROSS-SECTION POOL

1+50 1+25
VIEW: DOWNSTREAM
EMOVE BAR
N.T.S.
d
a
ai
w ago
R O 3
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ci ? 01o
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scut AS SHOWN
MR q.
BF136
M
HOROZONTAL SCALE: 1'-20'
VERTICAL SCALE: 1' = 4'
100 -- --- -- - -
99

98 -_- -:_
--
- 3
?
-
97 - r-

96 -_ = . .
95
94
93
92 I-?==f = 1-_ =:-
BAT FORK 136
CROSS-SECTION BLOWOUT
SITE 136 - SCOPE OF WORK
1 LS REMOVAL OF 1-2 TREES (< 18" DIA)
1 LS REMOVE MID-POINT BAR
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
/--REMOVE DEBRIS
VIEW: UPSTREAM
(BAT FORK SITE 137)
U
C C
CO-
C N
C U
O U
C 4)
.LL
.u
LL
u
i
L
f.
SITE 137 - SCOPE OF WORK
1 LS REMOVAL OF 1-2 TREES (< 8" DIA)
MUD CREEK
EMOVE
EBRIS
REMOVE DEBRI
(BAT FORK SITE 139)
? f-?
r* .'. i. f "J . f
If,
r .-
rtf?-?t. ? r
_ i
VIEW: DOWNSTREAM

N.T.S.
(BAT FORK SITE 138)
SITE 138 - SCOPE OF WORK
1 LS REMOVAL OF 3-5 TREES (< 8" DIA)
EMOVE DEBRIS
SITE 139 - SCOPE OF WORK
1 LS REMOVAL OF 2-4 TREES (< 8" DIA)
PRESET ANY ROOTED
STUMPS IN BANK
01
-ce
y
d
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uxn AS SHOWN
-ET -
BF137-139
M
VIEW: DOWNSTREAM
VIEW: DOWNSTREAM
K
•LL
c
Z
z

100

100 --
100 _

100 777 7?
--
=Q
99
-
-

98
97 _ ---

96
95 -- - -
94
-.
93

192
BAT FORK 140
CROSS-SECTION POOL
--
105 -
104
= --_
_ _- - - w
-
_
103 --
102

101 --- ------- - -- -- - -
_
---
1 cc)
__

99

97 ---
9s
95 __-
94
93 - - -
BAT FORK 140
CROSS-SECTION RIFFLE
MUD CREEK
(BAT FORK SITE 140)
100
99 -
w
98 -
97 --

100 _- _ _-
99 - -
98 = - -- --
_ -- -_
97
96
k
95 - F -
94
93
BAT FORK 140
CROSS-SECTION BLOWOUT
J-H00I
(SEE DETAIL
REMOVE
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
SITE 140 - SCOPE OF WORK
6 CY FILL AND SLOPE 2H:1 V
5 CY DEBRIS REMOVAL
20 LF BANK STABILIZATION REVEGETATION
1 LS J-HOOK
98 :
n° _
-10 u c6 w
97
d m m +.i

96 N
0 o -
1 1
- ?¢ - - - - -
- - ^° . _ _
94 ---_-- -- - - - -
93 --
92 __--
00+00 00+25 00+50 00+75 1+00 1+25
.
HOROZONTAL
CAL SCALE: 1SCALE. 1 = 4 4' '
VE
VERTICAL SC BAT FORK 140 LONGITUDINAL PROFILE
J
1+25
FILL AND SLOPE 2H:1 V
BANK STABILIZATION
REVEGETATION

1

`?.C.Xllie
Iii
Y
,
,
T
Y
iqP 1

<{ s^'1 j'f I --
f

?- -::

?A-

VIEW: DOWNSTREAM
VIEW: DOWNSTREAM
REMOVE DEBRIS
N•T•S.
N.T.S.
.ce
y
w $?
m o ?
N
yv°Zd
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www
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2 n.
w
M 6/05
us xo. CBP
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scut AS SHOWN
BF140
NT
HOROZONTAL SCALE: 1•=20'
VERTICAL SCALE: 1• - 4'
JREMOVE DEBRIS LEAVE
(STUMPS IN BANK
MUD CREEK
(BAT FORK SITE 141)

106 - - -- --

105
104

103
--
-- -
-- _.
-- ._ Q
- z ____-
--- __-
-- -
102

101 7

100
-= _` _-_ -
---
-- -
--
99
__

9 Est
97
- --
96 =-- -- --

95
-
---
-
-
-
-

94

93 ?- - - - - - ---
105
104

103 - - W -
-
102 --_ _? - - - -----
101

99

98

= - _= -
97 -- . - -

-
96 - - -

BAT FORK 141 HOROZONTAL SCALE: 1•-20' BAT FORK 141
CROSS-SECTION BLOWOUT VERTCAL SCALE 1• - V CROSS-SECTION RIFFLE
SITE 141 - SCOPE OF WORK NOTE: ALL CROSS-SECTION VIEWS ARE
1 LS REMOVAL OF 5-8 TREES (< 10" DIA) FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.

F
0
0

W
0 W

98 00 o
-
° w
LL 97 +i - o
y
Ln
_
-
- 96 - --- -- r
- OW
--
-
- - --- -
-

95 = _ _ ---- _ - - - -- ----

-- _-
94

93

z 92 _---
=
?f. 00+00 00+25 00+50 00+ 75 1+00 1+ 25 1+ 50 1+25
R
L
SCALE: 1'-20'

? CAL S
I' I-E. = 4 4'
VERTICAL S'
CALE
VE
BAT FORK 141 LONGITUDINAL PROFILE
VIEW: DOWNSTREAM
*REVEGATATE ANY BANK
DISTURBANCE
Q
a a
U!
.0. v g
O
y ? c ?3
?R
at
Jc ?3h
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BF141
a.
,f-REMOVE DEBRIS
I\LIVIVVL UCUIlIJ
A01
SITES 1 & 2 ARE NO LONGER INCLUDED IN THIS EWP PROJECT.
iip
Al,
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t
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?
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11 4 (r
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DEVILS FORK LOCATION MAP
N.T.S.
a
w
H? eta
V a? S^
E
q4° Nia
= U x
ME
Y 0.
?Q
0
u- Z
0
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ChB
scut. AS BHO"
S(m x.
DF
MUD CREEK
SITE 3 - SCOPE OF WORK
8 CY DEBRIS REMOVAL
(DEVILS FORK SITE 5)
amm
U
C C
N -
E N
C a)
O U
C O

LL
4
LL
LL
LL
L
SITE 6 - SCOPE OF WORK
LS REMOVAL OF 2-3 TREES (< 8" DIA)
(DEVILS FORK SITE 6)
SITE 5 - SCOPE OF WORK
5 CY DEBRIS REMOVAL
UT TREES REMOVE DEBRIS
LEAVE STUMPS IN BANK
NLESS UPROOTED
d
a
w gR
V N ?n
O
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-
< CL
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c un? CAB
a AS SHOWN
m m
DF3,5-6

(DEVILS FORK SITE 3)
I\LIYIV VL IJGDI\IJ
VILW: UUWNS I KLAM
MUD CREEK
(DEVILS FORK SITE 4)
iL
L
f.
I

101
---
-
--- -0- !
100 -
99

-97
96 1 - -

95
94

93
92
-- -
-
-

91
DEVILS FORK 4
CROSS-SECTS ON BLOWOUT
HOROZCNiAL SCALE- 1'=20'
VERTICAL SCALE. 1- = 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATIOM.
00+50
Z
0 Z
98 Nt 0°
-
_ a
96

95
??
-
- -

94

93

92

91
00+00
HOROZONTAL SCALE 1'-20'
VERTICAL SCALE: 1' - 4'

103 --
r- _
17-7

102 - -- _ - -- -= - - ---

101
VA

-

-

-

--

-

100

99 - -- = - - - - - -__.

97 --
96
_
?- - -
95

94
--'
93 - - -

92 _?- - - - - --- - __ __
DEVILS FORK 4
CROSS-SECTION RIFFLE
SITE 4 - SCOPE OF WORK
8 CY DEBRIS REMOVAL
1+00
DEVILS FORK 4 LONGITUDINAL PROFILE
1+50
Q
m o o? _
0
yva?a
y ? ,c C
Q ao3p
5
o?„n
??oea
J¢ ? N c
y v.
? 8n
T
(3
c ?
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E
c a)
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z?z
0?-0
?z0
WWW
WWfro 0
W
=fin.
W
.W.
WA.S
9rtv xn
M
-? -- -_ -
loo
99 _=-- =_nr
98 --= - .
97 :m
96 - -
95
94
93 _
92 -?- _ -__ -. ._._

90 `--
r .9
DEVILS FORK 7
CROSS-SECTION RIFFLE
HOROZO4TAL SCALE 1'=20'
VUMCAL SCALE I- - 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DO?'.'NSTREAM, %%qTH AN ASSUMED
ELEVATION.

W
12
S
Z
MUD CREEK
(DEVILS FORK SITE 7)
5
p
3
0

94 _ Z
mF
-
o
93
oN
+ ----- ------
i
_ ..
... F-K _ .._ _ __ .._ .._. -_._
p
92 . .._
Q
91

-
90 -- - -

89 i - - -._

vu•r4o uu+Du 00+75 1400 1+25 1+50
"? ? SCAM- 1'-20'
VE 4' DEVILS FORK 7 LONGITUDINAL PROFILE
99 =77'-
98
97 ?-
96

95 --
_ -
-- _ -
-j -
94 -- -- _ - __ _:.
93
92 -
91
90
- -- - -
89 -= - --
DEVILS FORK 7
CROSS-SECTION BLOWOUT
SITE 7 - SCOPE OF WORK
50 LF SLOPE 2H:1V
50 LF BANK STABILIZATION REVEGETATION
01 LS FOOTER BOULDERS / SURGE STONE
BANK STABILIZATION
REVEGETATION
SLOPE 2H:1 V
?n
a
iT'

r`
ay
D-
tl? t
VIEW: DOWNSTREAM
SURGE STONE
A
r
r
i(}t v i' a
+ h
,??. .jam '•?e
xnriF ? -1_; - ?
? r Y1?
VIEW: DOWNSTREAM
N.T.S.
FOOTER BOULDERS

BANK STABILIZATION
REVEGETATION SLOPE
2H:1 V
N.T.S.
Kt
a
; m ?x
O ?Nss
$ 3
to a, At
Q q e ? 4
u
u ' ze
a
?c°h o;c
o ?
2
z
U
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0-
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LLI
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0 Q Wa
Z?Z
0}0
U) p:
wzU
Zo'0
C CL
w
uM a/05
Daum C8P
aua GB
pSpID _
ter, AS SHOWN
SIM m
DF7

O
L
?r.
z
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
100

99 - -- _
98 777 ".1 .. _ 7 7
97
96
95

94

-

=7

J

-
7,

-

-
93
9 a -
-
91

89

88 -=77= 7i7
87 , _- - = - - -_ --? -- = - -
86 HOR02
85 _
DEVILS FORK 8
CROSS-SECT0N BLOWOUT
tTAL SCALE: l'-20'
. SCALE: 1' = 4'
MUD CREEK
(DEVILS FORK SITE 8)
100
99 - -
98 -_
97
96
95
94
93 0
92 --= -- -_ -- _- _
91

90 - -" _u .----

89 -
88 --- -
87 -_-

86
85
DEVILS FORK 8
CROSS-SECTION RIFFLE
SITE 8 - SCOPE OF WORK
40 LF BANK STABILIZATION
REVEGETATION
40 LF SLOPE 2H:1 V
01 LS 1.5 TON BOULDERS
a W
3 ?
a 4
o
BANK STABILIZATION
REVEGETATION
SLOPE 2H:1 V
HOROZONTAL SCALE: l'-20'
VERTICAL SCALE: 1' = 4'
DEVILS FORK 8 LONGITUDINAL PROFILE
•50
1.5 TON FOOTER
BOULDERS
Q
a
y
.2
?.
p ` N n
u?; ova
o?
'2 x
21
?2S W
G V o ?o
j 5
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W31M
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C C
E ui
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C O
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w
z U)
?w0
OQa
Z?Z
0?0
U) U 1-
LJJ ?C7H
l11 W of
=2a
W
am B/OS
avxa CBP
«u. CAB
oKam. -
scc AS SHOWN
s.rtn b.
DF8
a:
VIEW: UPSTREAM N.T.S.
N.T.S.
VIEW: DOWNSTREAM
. 4
W
LL
4
c
c
I
MUD CREEK
(DEVILS FORK SITE 9)
100 -- --
- -- - - - --
98 A--
_ _ =w -

96 A
95
94
--
-
-
---
-
- -
-
---
-
93
92 - - --
91
90

89 _ - _-- -- -_ ---=_

_ -=-- -
86 - _ -
DEVILS FORK 9
HOROZOMAL SCALE 1'=20'
CROSS-SECTION BLOWOUT VERTICAL SCALE: 1• s 4'

100 ` .

98 _v - -m - -
A
-
97 - 71 77'
77-.
t
96
95
94
6

- - , _

92 -_ - - =
-
91 -- - -- - -- - - -

90 -- - -- -

- -
89 -

88 _ -- - -- -_ __ - ===_
DEVILS FORK 9
CROSS-SECTION RIFFLE
NOTE: ALL CROSS-SECTION VIEWS ARE SITE 9 - SCOPE OF WORK
FACING DOWNSTREAM, WITH AN ASSUMED 50 LF BANK STABILIZATION
ELEVATION. REVEGETATION
50 LF SLOPE 2H:1 V
01 LS J-HOOK

J (l
W

W S
m
Z Z
93 0° po

92 +I
om
<a Q O : - -.
91 _ Nu

90
_
E7_

4 -

- , _ -
89

88
87
00+00 00+25 - 00+50 00+75 1+00 1+25
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE 1' ° 4' DEVILS FORK 9 LONGITUDINAL PROFILE
SUR
STO
SLOPE 2H:1V
BANK STABILIZATION
REVEGETATION
Q
rx: 1.
ai
! oa•
V ? ?n
O
yvo?d
u U b
? c
C 23
??s:a
?4 0 c
j5
vi
O ?a
U
C C
E ui
c: N
O U
.C ?
w Co
0
=U
z U) w
0- -3
Ow0
Q(L
z?z
0}0
U) U h-
cj-- zU
z0_0
wwof
_ 2 a.
w
nee 8/OS
CBP
oun CAB
cKCno. _
AS SHOWN
vtn w
DF9
a:

BANK STABILIZATION
REVEGETATION
SLOPE 2H:1V
VIEW: UPSTREAM
LL.
LL
4
0
r
z
MUD CREEK
(DEVILS FORK SITE 10)
99
98
97
96
95
94
93 - - _: - -
92
91

89 =
_ ?
- -

DEVILS FORK 10
CROSS-SECTION BLOWOUT
HCROZONTAL SCALE: 1'=20'
1.2RTICAL SCALE: 1' = 4'
10D _
99
_

98 - _
- u
w

_-
97 J ---
96 = c?
95
94 -- - -

93
92
91

90
.-
89
86
DEVILS FORK 10
CROSS-SECTION RIFFLE
NOTE: ALL CROSS-SEC 1tGN VIEWS ARE SITE 10 - SCOPE OF WORK
FACING DOWNSTREAM, WITH AN ASSUMED 60 LF SLOPE 2H:1V
ELEVATION. 60 LF BANK STABILIZATION
REVEGETATION
01 LS J-HOOK
BANK STABILIZATION
REVEGETATION
SLOPE 2H:1V

92 Z
"°
-
Z
NW
V
91 + ?N
90 0 -
89

-
88 _

I f
87
86 ---- - ------ --- ----
00+ 00 00+ 25 00+50 00+ 75 1+00 1+25
HOROZONTAL SCALE. ,'=
VERTICAL ICAL SCALE: 1' = 4' '

VE
DEVILS FORK 10 LONGITUDINAL PROFILE
BANK STABILIZATION
REVEGETATION
SLOPE 2H:1V

J
F W -r
VIEW: UPSTREAM
J-HOOK
(SEE DETAIL)
iil
,c
SURGE STONE
N.T.S.
a
Q
d r Fo
V W u° r
IN
v)q,o
?l •? •S
i
?,0t 1; $gg
X32° si
N
C)U os:
j i5 Nc
y" a o
o ?
cu c3
?c
E ui
cm
c 0
w cn
=U
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n- 3
owa
Q
z?z
0?-0
? c)
acD?
ww
W
arz 6/05
nsa4o CBG
nowt CAB
a?am -
s?c AS SHOWN
L[n b
DF10
a:
VIEW: DOWNSTREAM N.T.S.
4
f.
I
MUD CREEK
(DEVILS FORK SITE 11)
99

98 _.----
-
w -
--

_.
97 = y -_-- _
96
95 -
94

91
-V I -

89
DEVILS FORK 11 HOR020NTAL SCALE: 1'=20'
CROSS-SECT?ON Rf (1WOl_IT VERTICAL SCALE: 1 4•
100
99
98 - `_; - - -
97 -_- o
96
95
94
93

92 . - -
91 --
90 -- -- -
89
DEVILS FORK 11
CROSS-SECTION RIFFLE
NOTE. ALL CROSS-SECTION VIEWS ARE SITE 11 - SCOPE OF WORK
FACING DOINNSTREAM, WITH AN ASSUMED 20 CY FILL AND SLOPE 2H:1 V
ELEVATION. 40 LF BANK STABILIZATION
REVEGETATION
01 LS COIR LOGS
FILL AND SLOPE 2H:1V
BANK STABILIZATION
REVEGETATION

z o ?:
f - 0
..:
93 _ N W MCI
92 0L, 1
91
NU
s ..
90
N.T.S.
89 =_ =-- - --_ _ - =- - VIEW: LEFT BANK
88
700g COIR LOGS
87 FOOTER STAKED
00+00 00+25 00+50 00+75 1+00 1+25 1+50
HOROZONTAL SCALE: 1'=20-
VERTICAL SALE 1• = 4' DEVILS FORK 11 LONGITUDINAL PROFILE
Q
y
Q'a°oo
e
?o
GU Q.%
N
U.
Z
E
? U
C C
a) -
E ui
O U
C a)
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?w0
Q<a.
zRt z
0?0
ir- zU
zof 0
=2o.
w
[.n: 6/05
avaaa CBP
o?. CAB
oaoaa -
xntIS SHOWN
van in
I
a:
VIEW: UPSTREAM N.T.S.
' LL
LL
LL
LL
LL
V
L
f
z
103 - : __ - _
102 = -=_ - -- -- - _ . _
101 ___ ._-

100 -- -= W
-7
99

98 --
-- - -
-
- -
97
-
=
96 -- - --- = -
-
95 -: -
94
93

92

91 _ - - =- - -- --
MUD CREEK
(DEVILS FORK SITE 12)
101

100 _7 7 77-7 7-
_:.?_
99
98
- -
_ -
_?
_
- -
97 _J
96 = i-- - _ - -_
95 7-
94 -.
93 - --
-- ---- ------
---- -
------
92
-
----
---

91 _z
DEVILS FORK 12 HOROZONTAL SCALE: 1•-20' DEVILS FORK 12
CROSS-SECTION BLOWOUT VERTICAL SCALE 1' - 4' CROSS-SECTION RIFFLE
w
4
w

--
----
- _
_ _7 _7
o`
95

94
93
- - - --- -
-

92 ----

91 = -- - -- - - --

90

VvTVU VVTLJ
HOROZONTAL SCALE: 1'-20'
VERTICAL SCALE: 1' - 4'
HOROZONTAL SCALE 1'-20'
VERTICAL SCALE 1' - 4'
uutz)u uu+/o l+uu 1+25 1+50 1+75
DEVILS FORK 12 LONGITUDINAL PROFILE
DEVILS FORK 12 LONGITUDINAL PROFILE
d
CL:
SITE 12 -SCOPE OF WORK d
30 LF BANK STABILIZATION REVEGETATION
30 LF SLOPE 2H:1 V to v o
01 LS REMOVAL OF 3-5 TREES (< 10" DIA) Lb a
J>Z ? Nc
U .
y $°
o ?
DEVILS FORK SITE 12 -PICTURES NOT AVAILABLE -?a 6
C C
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C O
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C O
W vJ
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a: c)
V/ W
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oQm
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0(D?-
L IL
W
NOTE: ALL CROSS-SECTION VIEWS ARE
AS "
FACING DOWNSTREAM, WITH AN ASSUMED ? B
sar m
ELEVATION. DF12
C+m 5/05
CBP
aw GB
a:
al
r
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16 ,? ,r 1 J I 1
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L h , c: [ Ii Y' r
I
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I _ ? ? - . UPPER MUD CREEK ?OCAT ON MAP-
N. T. S.
-C? 12
4?
C, " - .
•1 e n
tp o?ary
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0.y coo
to O z Z";
Q ,,U .
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.
a
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4
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14
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0(-q ?-
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W
M2 6/05
.- BP
w..x CAB
Mara -
scv[: AS SHOWN!
vv q
UMC
LL
4
LL
if.
z
-
100 -- -_ -
-? - _ _ _

99 _-- - ---- --=- --- - -

98 L,

97 _
96
95

94 -
- -
- - - - - _::

93 --

92
_ ---- ---- ----
_
_-
91
90

MUD CREEK 112 HOR0701JAt SCALE: -20'
CROSS-SECTION BLOWOUT-2 VERMCAL SCAL1~ ° 4'
MUD CREEK
(MUD CREEK SITE 112)
REMOVE TREE
AND DEBRIS
SITE 112 - SCOPE OF WORK
1 LS REMOVAL OF 2-3 TREES (< 8" DIA)
50 LF BANK STABILIZATION REVEGETATION
50 LF SLOPE 2H: IV
loo

99 -- ti-
98

97 -- - --

,
--
96
95 -:_ - -

94
-
-- - -
- - -
- -

93

92 =_=_ ---- - - -

90

1oUD CREEK 112
CROSS-SECTION BLOWOUT
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
BANK STABILIZATI
REVEGETATI
SLOPE 2H:
N
s
0 0
© m
VIEW: DOWNSTREAM

94
+, rl V)
+,
40

92 7 -7-

_

_-
91

90

88

00+00 00+25 00+50 00+75 1+ 00 1+25 1+ 50 1+50 1+5n 14
HOROZONTAL SCALE: 1'=20'
VERMAL SCALE: 1' - 4'
MUD CREEK 112 LONGITUDINAL PROFILE
50
Q
a
y
m
0
yvo?a
y ? .c
o,o3r
W U o
u?
?Nz,c?iv o>=
JQ ? N
y ao
o ?
i
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C !_
O U
C U
W fA
0
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Dw0
O¢00-
z?z
0}0
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?zU
zo_0
wWOf
=2E 0.
W
wrt 6/OS
avert CBP
A CAB
MIX@ -
suic: AS SHOWN
N
a.
VIC1,V• nn1AlNICTED C-ALA N.T.S.
LL
LL
LL
s
C
---
103 _-- -- c? --- - -_ -

102 _ - _-

101 -- -=-` - -- . - _ _ -- --
-- -
100

99

98
-- A
-
-
--
97
96
MUD CREEK 113
CROSS-SECTION RIFFLE
MUD CREEK
(MUD CREEK SITE 113A)
BANK STABILIZATION
REVEGETATION
SLOPE 2H:1V
_ __--
104

103

102

101 _-

- -

96

5 7-
REMOVE TR
AND DEBF
MUD CREEK 113 NOROZONTAL SCALE 1'=20'
CROSS-SECTION BLOWOUT VERTICAL SCALE: 1• ° 4'
SITE 113A - SCOPE OF WORK
NOTE: ALL CROSS-SECTION VIEWS ARE 1 LS REMOVAL OF 2-3 TREES (< 10"
FACING DOWNSTREAM, WITH AN ASSUMED 150 LF SLOPE SLOPE 2H:1V
ELEVATION. 150 LF BANK STABILIZATION REVEGETAT
1 LS J-HOOK
00+00
HOROZONTAL SCALE. 1'=20'
VERTICAL SCALE; 1' . 4'
MUD CREEK 113 LONGITUDINAL PROFILE
VIEW: DOWNSTREAM
2+25
2+50
N.T.S.
d
cl
MvozE
?l ?•Sj%
LZ ago
:3
V V a '' d
Q o?v
t
U ?o
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c
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E a)
O U
C
W o7
0
zc=w
o? ry
Q
z?z
0?-0
0(D 1_
u1Wry
= 2i IL
W
%11
am 6/OS
omac¢ CBP
oart CAB
d(a? -
AS SHOWN
sm m
MC113A
a..
VIEW: UPSTREAM N.T.S.
c
S
f.
z
MUD CREEK
(MUD CREEK SITE 11;
IN
J-
104
103
102 = -- - - _
101
77
loo
99
98: _ - - -
97
96

95 _---
MUD CREEK 113
CROSS-SECTION BLOWOUT
CUT AND USE
AS FILL
NOTE: ALL CROSS-SECTION VIEWS ARE SITE 113B - SCOPE OF WORK
FACING DOWNSTREAM, WITH AN ASSUMED 100 LF BANK STABILIZATION REVEGETATION
ELEViAi0?;. 100 LF SLOPE 2H:1 V
1 LS REMOVAL OF 2-3 TREES (<8" DIA)
1 LS J-HOOK
0
0
HOROZONTAL SCALE; i'=20'
VERTICAL SCALE: 1' - 4'
MUD CREEK 113 LONGITUDINAL PROFILE
25
hI
d
a
cl
w F?
uR
0
yvo?a
y m
Q .c o
? s Z!
y
? as
o -
w3m
roC3
C C
m-
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C O
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C O
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0
zaiw
?w0
o¢w
z?z
0?-0
wWw
ww?
=2n.
w
a2 a/os
uwca CBP
oe ee CAB
MIXIa -
sat AS SHOWN
-El -
MC113B
v.
N.T.S.
VIEW: UPSTREAM
S
?f.
Z
MUD CREEK
(MUD CREEK SITE 114)
99 - -- - - - _ _::
98

97 ==w
96

95
94 -

----

91 a

MUD CREEK 114
CROSS-SECTION BLOWOUT
SITE 114 - SCOPE OF WORK
80 LF BANK STABILIZATION REVEGETATION
80 LF SLOPE 2H:1V
1 LS REMOVAL OF 1-2 TREES (< 16" DIA)
7
O
3
O
N
j
O
3
O
,00

98
W--._?
-- Q - -.._
97
96 GJ
95
94
93
92 = _ _ -- -

91 - - - _-
90 - -
HOROZONTAL SCALE: 1'=20' MUD CREEK 114
VERTICAL SCALE: 1• . 4' CROSS-SECTION BLOWOUT-2
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' = 4'
MUD CREEK 114 LONGITUDINAL PROFILE
cx:
y
Un
o t?N;?
yvo?a
y a, .c
.c
a ? .o
0
Zo??
U .
Vj $ `n
o ?
¦'r
U
C =
N -
E N
C 0)
O U
cm
w cn
0
r
Z fn w
W -3
QF_w
Q ^
Z?Z
0}0
? c)
W
WUJ
00 F-
w w w
_:2 n.
w
an: G/05
xu a CBP
aa.? CAB
MURK
scut AS SHOWN
D El -
MC114

MUD CREEK
(MUD CREEK SITE 115)
Q
a
y Q
M p.4o
? O °- 1
i yr
O
IAv o?3
ul ,? •5 .
O " -
?QU oNo
U .
y" S
O
Z
I
3

L
.f.
Z
SITE 115 - SCOPE OF WORK
80 LF BANK STABILIZATION REVEGETATION
1 LS REMOVAL OF 3-4 TREES (< 16" DIA)
41
.- U
C =
O-
E N
cm
O U
C O
w cn
=U
Z (n w
?ui0
Q EL
Z?Z
0?0
?U?
wwW
LLJ wo
_ 2i n.
w
art: a/Bs
tt nrtc CBP
w w CAB
tM[?CR
scut: AS SHOWN
sKn xu
MC115
a-_
VIEW: UH5; IHEAM
VIEW: DOWNSTREAM N.T.S.
N.T.S.
VIEW: DOWNSTREAM
MUD CREEK
(MUD CREEK SITE 116A)

-
r106
.1
LL
-- - - ?_

105 _ A m =-=

104 -
--
-- - -
_ -
103 - - ?(4!

102 _ - , ---
101 = - - - - -
100 -
99 ---_ _ _= -- _ - - ---
98
MUD CREEK 116 HOROZONTAL SCALE. =20'
CROSS-SECTION BLOWOUT VERTICAL SCALE: 1' °''
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
0
0
SITE 116A - SCOPE OF WORK
80 LF SLOPE 2H:1V
80 LF BANK STABILIZATION REVEGETATION
HOROZONTAL SCALE 1'=20'
VERTICAL SCALE: 1• - 4' MUD CREEK 116 LONGITUDINAL PROFILE
75
a
y
m ^
R1 0
V ? $n
O
y v.c?3
0
`Nn
V V g .`a
y U o?
O
U
cc
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0
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Ir -3
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Q
z?z
0?-0
cr_ z0
w
ww
0 (5
zwo
=2a.
w
are 5/05
ooc a¢ CBP
5w.m CAB
uaam -
scuc AS SHOWN
van -
MC116A
a
VIEW: UPSTREAM N.T.S.
MUD CREEK
(MUD CREEK SITE 117)
SLOPE 2H:
BANK STABILIZATI
REVEGETATI
?l
?Q 8
O ^
Z

r.
I

SITE 117 - SCOPE OF WORK
80 LF SLOPE 2H:1V
80 LF BANK STABILIZATION REVEGETATION
1 LS J-HOOK

?1
N
?0.. v P o
U oNp "?
u?
c?iv o>=
?Q o N o
U
c c
N -
C ?
O U
c?
w cn
0
zU w
0Wcj.
z?z
0?-0
?U1-
0(D F-
_2iCL
w
am 8/OS
rc na CBP
nin CAB
aenm -
wu: AS SHOWN
v<n b.
MC117
VILW: UUWNS I KLAM
VIEW: UPSTREAM N.T.S.
N.T.S.
VIEW: DOWNSTREAM
102
101
100 =- _ a
99 - - a -
9s =

97
-
_- -- --
96 - -
95 ?_-

94 --
93 - _ - --
r
92
MUD CREEK 118
CROSS-SECTION BLOWOUT
MUD CREEK
(MUD CREEK SITE 118)

l01 -77 7

-

-
-
_
---
_
100 --
99
98 c4l --
97
96
95

94

92 - - - -
MUD CREEK 118
CROSS-SECTION RIFFLE
HOR020NTAL SCALE: 1'=20'
VERTICAL SCALE: 1' - 4'
r
Q
a
?i
v ? ?R
u?i v o ? a
ao'v
l?2_R
?c° ono
z;
o ?
2
ME
U
C C
a) -
E N
C m
O 0
C ?
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
17
?f.
Z
z
SITE 118 - SCOPE OF WORK
5 CY DEBRIS REMOVAL
40 LF SLOPE 2H: 1V
40 LF BANK STABILIZATION REVEGETATION
Z

97
i 02

mW mW _
+" +IA _
96

=ao --
95
&nU
94 - --
93 = - - -- - -- -----

92
91
00+00 00+25
HOR020NTAL SCALE: 1'=20'
VERTICAL SCALE: 1' = 4'
30+50 00+75 1+00 1+25
MUD CREEK 118 LONGITUDINAL PROFILE
1+50 1
1+50 1+50
W o7
0
=U
Z ? u1
u.1 0
OQa
z?z
?ZO
z w 0
_ 2E IL
W
an 6/05
cvotu CBP
auw GB
cHtcm -
w?e AS SHOWN
MC118
n:
4
LL
f.

100

99
98- - - ---

96 _=-

94 --
VE
92 _
91 -- =7-
go

89 _---
MUD CREEK 119
CROSS-SECTION BLOWOUT-2
MUD CREEK
(MUD CREEK SITE 11 c..
SLOPE 2H:
BANK STABILIZATI
REVEGETATI
HOROZONTAL SCALE: 1"=20'
VERMCAL SCALE 1" . V
SITE 119A - SCOPE OF WORK
60 LF SLOPE 2H:1V
60 LF BANK STABILIZATION REVEGETATION
N
5
3
0
m
94 u?

93 + ?. -
. _
_. - __ .._ ... ... U _ . _
92 _

91 -77

-7 -71
90

89

86
00+ 00 00 2
+ 5 00+50 00+75 1+00 1+25 1+50 1+75
HOROZONTAL SCALE: 1"=20-
VERTICAL SCALE-- 1" . 4• MUD CREEK 119 LONGITUDINAL PROFILE
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
a
rll_
Q
?i
m
r", tl, F o
s` n
?2fW?
°
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C1 Oo
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o `a
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o ?
Z
U
C C
O-
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cm
O U
cm
W (/J
0
=U
TW O
UQpL
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0?-0
WWW
0 C9 F_
Z w Of 0
Of
G I L.
(1.1
wrz a/os
rcMR CBP
w.» GB
DfCiQR -
As srarrl+
vcn w
MC119
a
N.T.S.
VIEW: UPSTREAM
VIEW: UPSTREAM N.T.S.
MUD CREEK
(MUD CREEK SITE 1196)
100 =- - -
99 _ -_ -1

98 = _= w _
97

96 c
95 - -
94 - -
93 - -
92

91 --- - ------ ----
-- ----
----

_ _-
MU'D CREEK 119
CROSS-SECTIION BLOWOUT-2
SITE 119B - SCOPE OF WORK
40 LF SLOPE 2H:1V
40 LF BANK STABILIZATION REVEGETATION
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' . 4'
SLOPE 2H:1
BANK STABILIZATIO
REVEGETATIO
w fA
f
i
L
f.
i
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
QI
Q
y
d
pa
42
ci u?
N
0
y c .c
Q `° 3
off u U
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bj ? a`
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Z
U
C C
E N
2.0
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cy -3
0 Q Wa
z?z
o ?. 0
?zU
z?0
=g?
w
a,? s?os
ttsnm CBP
quw CAB
cKOaa -
scre AS SHOWN
LfCI x1
MC119B
VIEW: UPSTREAM N.T.S.
VIEW: DOWNSTREAM N.T.S.
u
S
MUD CREEK
(MUD CREEK SITE 120)
99

98

97 -- w - -

96

95 G;'_
94 - -
93
92
91 -_-
90

MUD CREEK 120 FlOnZCNTAL SCALE: 1'-z0•
CROSS-SECTION BLOWOUT VERTICAL SCALE: 1• - 4•
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
F-
99
_
_
98
97 17=1
_ =
- 4 _7
96 04

95 _77 7:

-
-

-
-

-
-
94
93
92 - - --
91
90 - -
-
89 - - - -- -

MUD CREEK 120
CROSS-SECTION BLOWOUT-2 REMOVE
DEBRIS
SITE 120 - SCOPE OF WORK
5 CY DEBRIS REMOVAL
60 LF SLOPE 2H:1 V
60 LF BANK STABILIZATION REVEGETATION
N
SLOPE 2H:1V
BANK STABILIZATION
REVEGETATION
VIEW: UPSTREAM
N.T.S.
"I
Q
y
w v `o
0
y ? .c C
nSW???
s.aas
? s Zz
21 4
s?
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Q S
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cc
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cm
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w F--
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W -3
0Qa
z?z
0?0
?zU
z w 0
wwn'
=2E n.
w
am 6/OS
a ao CBP
w r CAB
MLk[Q -
swt: AS SHCWN
Mn w
MC120
a:
MUD CREEK
(MUD CREEK SITE 121)
4
f
z
103
102
101
100 - -
99 ---------
98 Q _=
97
96
95 ?_7
94 _ _ _

92 --
91 --
90 , --
I'v7VD CREEK 121 HOR020NTAL SCALE: 1"=20'
VERTICAL SCALE: 1• = 4'
CROSS-SECTION BLOWOUT
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION,
N
H
103
102
101 - - --
100

99
98
97
96
9 5
---
-
-
--
94 -
93
92 - - - - - - ---
91
90
89 - __ - -- -- - = - - _
MUD CREEK 121
CROSS-SECTION RIFFLE
SITE 121 - SCOPE OF WORK
40 LF SLOPE 2H:1V
40 LF BANK STABILIZATION REVEGETATION
SLOPE 2H: 1V
BANK STABILIZATION
REVEGETATION
-ct
cc 1.
2 o
V ? un
O N
to % c S
Q .c c .
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L ? 2 :n
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w ?-
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0 Q IL
Z?z
0
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w
3: :E wo^:
0-
w
a2 a/os
o rx¢ O8P
w.x CAB
MOr@ -
scut: AS SHOWN
sn[R .a
MC121
VIEW: LEFT BANK N. T. S.
N.T.S.
VIEW: DOWNSTREAM
MUD CREEK
(MUD CREEK SITE 122)
Q
ui
N g
V ? u° n
O
yv.c?o
Q a ° o a
C,ar$
?. o
3?yNn
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U .
O
Z
:3?
L
if
I
SITE 122 - SCOPE OF WORK
175 LF SLOPE 2H:1V
175 LF BANK STABILIZATION
REVEGETATION
QI
+a U
= C
E N
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0 U
cm
w cn
0
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Z?w
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F-
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w
a+e 6/05
att sw CBP
woo CAB
occ.m
AS '3H-
OWN -
L(R xl
a:
VIEW: DOWNSTREAM N.T.S.
VILW: UNS I BEAM
N.T.S.
VIEW: DOWNSTREAM
MUD CREEK
(MUD CREEK SITE 123)
105 7 -L
104
-
-
-
-
-
103
--
102
101
100 -- - - -

98 ---
97 --
96
95
MUD CREEK 123 HOROZONTAL SCALE: 1•=20'
CROSS-SECTION BLOWOUT VERTICAL SCALE: 1• . 4*
105 _-- _i -- _.

104 -_
-
-?
w - - -
--
103
102 -! ?'- _-
101 _ -' - -
100 --
99

98 = - - -
97 - -
96
MUD CREEK 123
CROSS-SECTION RIFFLE
NOTE: ALL CROSS-SECTION VIEWS ARE SITE 123 - SCOPE OF WORK
FACING DOWNSTREAM, WITH AN ASSUMED 1 LS REMOVAL OF 1-2 TREES (< 16" DIA)
ELEVATION. 1 LS J-HOOK
1 LS SOIL BERM
40 LF BANK STABILIZATION REVEGETATION
H
3
O
w
J
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' - 4'
MUD CREEK 123 LONGITUDINAL PROFILE
75
VIEW: DOWNSTREAM
MAKE SMALL BERM W/ SOIL
COVER AND REVEGATATE W/
700g COIR MATTING, LIVE
STAKE, AND SEED MIX.
INSTALL
J-HOOK

H
y s
LK A?q ?.,... .II
VIEW: DOWNSTREAM
N.T.S.

Q
a
y
w ago
2 v e 3
s
0
?hz;'ate ? "n
o ?
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C C
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T
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.
.
.
wrz: 6/CS
att t¢ CBP
oww. CAB
cMCxm -
suic AS SHO"
9R1 x0.
MC123
a:
Q?
MUD CREEK r {,?
(MUD CREEK SITE 124)
N
.fir°? 'f ? 'S ?•? . ?'d• ?rZ• y c 'o ..
N
V V ? ?o
-
;
yJ ?? J try ±.. > r'
cu c3
N.T.S. N.T.S. cii
VIEW: UPSTREAM VIEW: UPSTREAM E a
SITE 124 - SCOPE OF WORK >
REMOVE TREES 1 LS REMOVAL OF 6-8 TREES REMOVE TREES W
AND DEBRIS
AND DEBRIS (< 20" DIA)
y ( r
?:4!L•' z ? ri b.^!? ,r MM... ? te\k'? ?'* -ay'?yi `` ti?.???v r.
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a
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.? .. 3 r??y"rjMV y °rf wrz: E/05
.•. '? asrxo CBP
N.T.S. N.T.S. CAB
VIEW: UPSTREAM VIEW: DOWNSTREAM a _
AS SMONN
vm w
MC124
d
MUD CREEK t {
(MUD CREEK SITE 125) Q
?'? ? ' Syr ?t ? ?..., t `? :r ' 4 {'??i ,.?4 ?` l? : ?•? ?y f ? ? Y _:. { ? 'Y t} *! ?'`?? + ?+^'+y.` ?l n
{? MM?d s I
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?-"'?? ?? w?? ?.+f 'Y;??t "?[?G ?' a.r' ? ., ?l ? ? •-? ? ltd .N?? ?? `? r*'1?¢ Q •o? ?
1y , {?,,, \ ? s a++1O ?-w? +4 ? ?: ? ? . ? t` < ?. u s r'F;et? c o rd° W
•_??r4? %? µ ?pp, 7 ??'t?j? ? Jf'"-'?"-,.. •'4 !„?^, a? ( A 1-iA ? ? ,?% ?.tr/'Y.w. ?c.' ? 4! Cr ? t
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A d'?, v? ? a .rte' r M ? ,i?A(?'"?y ? h' "''? - ? ?; w. } T*.. ".?a. i -?_ / s {? Z '? fi ?..• ? Z
r? -t+':. r - 1.;?...'. c ?iy?. ?Y?W a?+?F ?.?, iYi ??uy?,, ; ?f ?'•1:!?. ,ti?.' ..: ?' •+. ?k? -J ".:?y1P 1"? ? ?a ? 'h ??._ ? ?t,. ?n ?:?1.?'?' ?.•F j V ? `n'
f -t ? ??'®?i '?' \M (''".q ?\?`b •r y?' ?J' Y ,*; .•} r Ai i.:e: ,?;.??;^ `
;•..? ? ? n ??.?. r0 ?,?y'.Q'i" }?4 t?+£(3?syw?*?1."`! .' "';t.''! .a.?,p .zi y.s _. trrl .+,Sfi?r"??i;,? t:' +v_ c 'C
e r dv ?a '•? , r "?" ?Wfi J
' 44
f ?r
t',
N.T.S. '?^+- ?= a Pc' C
N.T.S.
VIEW: DEBRIS VIEW: DOWNSTREAM E a
SITE 125 - SCOPE OF WORK REMOVE TREES
REMOVE TREES AND DEBRIS c
AND DEBRIS 1 LS REMOVAL OF 6-8 TREES (< 20' DIA) w cn
r^?P???I ?1- ?i a ? s?k # sK ? ? .. f ? ., i . ? t- ?' S . '. r ?a ?: _ r ?-+..: F ? ' ? ?yyi7: i
??J .? '??fi ?S r'v' i?•,..q - w ?y? .may r? \t,.. !
?T i a-+;?,•?, ? I? Ali `'=? ??? r. r.. ?;'.?;?'"?'- - ?? BA'R' t?? ??? ? ? O
?.?,?`? .¢a +. i+ Sh ?,•???C4.?'?' ,4 +1 r _. ..??:•? a ??µ?_ ? .fit y_ i?'£' ti.a.r•
17
?? t. r ?~ .?j?s?'G ` `-s°.,+a:+? -+? _ ?` ^c,r '4"s• $ a.' ` N U
rI ? t. r??'T)a r ...?'x' +,;; 1!" + ? ?,?• t.1 f.. ? ?'?'v ?. _ .C.^ ? ? ..-,,. '?m",,.,.• '? +w ti LL Z V
Z of
?u -?_? t??, r?`? F 'ADS' - .'?•r?''+, M?, i a. ?"'. t 1? t < " .?,,^ = W ( LL
Z? I(r f:??"r-$ `a ray t7(F rt;•_' S -r?l: A W
?S i,{'+'T''h7??•?Z'?' Tl l??'6`+? t..?i+. ?.f 'Y _Fi;•rn??: - •..r ? ,?""` ? '" ,.,ti-- ..?s
^'3 r k ??.?..xs???t -??-??.•r,. ?;?^+"''e, - arc: 6/OS
N N.T.S. a s csP
N.T.S.
rx CAB
VIEW: DOWNSTREAM VIEW: DOWNSTREAM M
scvc AS SHMN
?R
MC125
MUD CREEK
(MUD CREEK SITE 126)
til
Q
ui
v
w. ? E o
O
Qa°'a
WV .°
u`QQ?
? ga
41 A
O ^
mmn
SITE 126 - SCOPE OF WORK
1 LS REMOVAL OF 1-2 TREES (< 24" DIA)
40 '_F SLOPE 2H:1 V
40 _F BANK STABILIZATION REVEGETATION
can ci
c c
a? -
E ui
c?
O U
c a?
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0
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0 F- ry
Q
z?z
00
?Uh-
Ll.i
0UF
--
WWry
=g a.
W
wrt 6/05
u cKn CBP
n rs GB
MMU
AS SHOWN
vin xa
MC126
VIEW: DOWNS IREAM
VIEW: UHS IREAM
VIEW: DOWNSTREAM N.T.S.
VIEW: DOWNSTREAM
MUD CREEK
(MUD CREEK SITE 127)
REMOVE TREES
AND DEBRIS
Q
?c.t}, ? t st..` A?/?h t'ra:: ?? Y? ??1 'w -n, , '?' it ?b+ iL? s ? 7 ?' 'Y?V bpi o0
F 4 IA
,., ? 11 ?lE.l' w, :.. r: ? ?._?Y? ?r K '?? k? fA ??r j?l ASV .? ?• ?.. 1r ?? ??
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a ,.{ar. r ,,, Wiz` L x? ? A ? q'""1 ? sl.. t tir.?, a?3•, 'S ?. ? ..
c3
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VIEW: DOWNSTREAM N.T.S. VIEW: UPSTREAM N.T.S. c m
o ,0
[m
REMOVE TREES w ()
REMOVE TREES AND DEBRIS
AND DEBRIS
m . •? ? ?? „,ram ,,,? ?i< , ? , ._.
r
Y `v A'. 4.- ?' t
SITE 127 - SCOPE OF WORK _
? K
1 LS REMOVAL OF 2-4 TREES (< 20" DIA) Zcn
'Gy' K EN ) Y¢, •!t' F '? w
< IL
Esd r 5 " Z Z
,, a`•,??, 1 p
U
ter ? ? ? _`'"? ? C7 i-
?? Z LL O
?. w
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?Si•V? 1?.. r??S a ;,??.m? a I?M6ya-..4? f? E.. "''°??y?t?'W?,?? arz: 6/05
(T FI .n ?N'rY? ! ft i ??) r?? su.1 't ``ti. a? ^«c . • ttsnxn CBP
CAB
N.T.S. M«? -
VIEW: DOWNSTREAM -C AS SHOWN
9 El
MC127
m.
MUD CREEK
(MUD CREEK SITE 128A)
4
c
t
z
100 _= - - -- - -

99
98 - - -
97 - -- - -
96
- --
-
-
-

-
-
-

-

-

--

95
- -
-- LLI_
-
--
-
94 - - _
93
92
--

- -- - - :_
91 --- - .

90 ---

89

- - - ? - _
- -- -
- _
_
as = - _ _=

87
MUD CREEK 128 HOROMITAL SCALE: 1'=20-
CROSS-SECTION BLOWOUT VERTICAL SCALE: 1' - 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
0
3
0
ED
SLOPE 2H:
BANK STABILIZATI
REVEGETATI
SITE 128A - SCOPE OF WORK
1 LS REMOVAL OF 1 TREE (< 16" DIA)
20 LF SLOPE 2H:1V
20 LF BANK STABILIZATION RFVFGFTATInf
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' = 4'
MUD CREEK 128 LONGITUDINAL PROFILE
REMOVE TREES
AND DEBRIS

A.
t M1;
_ r
VIEW: UPSTREAM
•50
1-7
I -max
K'
N.T.S.
Vill
Q
y
w a .? o
0
y?o?a
Q ?'o
V I
o_
V H 2 ,
V U o `o
o ?
t
¦,r
C C
E vi
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Cm
W (!J
0
=0
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0¢a
Z > Z
O } 0
lU1N' I I.J LLLI W
(D F-
I—
_ :2 0_
W
art: 6/OS
ocsr,?CO CBP
ow. CAB
cKCa l
scvs. AS SHOWN
vrtn xa
MC128
VIEW: DOWNSTREAM N.T.S.
MUD CREEK
(MUD CREEK SITE 1286)
4
i
f,

100

:
i
=

- _

__
--
-

99 z ---- - - -- - - _ _ __.. _..._

98 77-

97
--_
----
_w
__
_?
__
-
---_
---_
96
95 ---- -- ---
94 ---

9 3
- --- - -
92 - ?.-_ __- ---
--- -- -- --- - -

91 --
---

90

89

88

87 --- - - -_ __ `? `_ ---=_ =_ -

86
MUD CREEK 128B HOROZONTAL SCALE: 1'=20-
CROSS-SECTION RIFFLE VERTICAL SCALE: 1• = 4'
SITE 128B - SCOPE OF WORK
NOTE: ALL CROSS-SECTION VIEWS ARE 1 LS REMOVAL OF 2-3 TREES (< 12" DIA)
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
Q
a:
w v F?
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--- - -- --
91

- - --- -----
90 - - - -- -- - - ---- --

89

88 --
HOROZONTAL SCALE 1'=20'
VERTICAL SCALE 1' = 4'
00+50
MUD CREEK 128B LONGITUDINAL PROFILE
1+00 1+25 1+50
nR B/V]
rc ua CBP
ou .k CAB
MCA -
uxC AS SHOWN
9v W
MC128B
u.
N.T.S.
VIEW: DOWNSTREAM
aW
*SITES 74, 75 & 83 ARE NO LONGER INCLUDED IN THIS EWP PROJECT. y1; r In -
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99 - -- --- --- -
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97

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95
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93
92 __5Z

90
89

HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE- 1' = 4•
MUD CREEK
(MUD CREEK SITE 65)
100
99 _
98
97

96 _j
95

94 - -- -
93

92
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d:
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MUD CREEK 65 LONGITUDINAL PROFILE
MUD CREEK
i
4
2
(MUD CREEK SITE 66)

l Ts'
- 7v.
VIEW: DOWNSTREAM

F
N.T.S.
SITE 66 - SCOPE OF WORK
5 CY DEBRIS REMOVAL
(MUD CREEK SITE 66)

77, .7 2-1
y •ni i
i 4•.
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VILVV. UVYVIVJII\Ll11VI
REMOVE
DEBRIS
REMOVE TREES
AND DEBRIS
(MUD CREEK SITE 67)
SITE 67 - SCOPE OF WORK
1 LS REMOVAL OF 2-3 TREES (< 16" DIA)
(MUD CREEK SITE 67)
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MC66-7
m
VIEW: UPSTREAM N.T.S.
VICVV: UVYVIVJ Imth\IVI
u
L
if
MUD CREEK
(MUD CREEK SITE 69 r Q
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AND DEBRIS CAN BE USED
TO FILL IN 2:1 o a
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VIEW: DOWNSTREAM N.T.S. VIEW: UPSTREAM N.T.S.
0
?2U
FOOTER z U) w
BOULDERS
OQaaOrf
..
SITE 69 - SCOPE OF WORK z -Z? z
1 LS REMOVAL OF 5-7 TREES (< 8" DIA)
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1 LS FOOTER BOULDERS W W w
30 CY FILL AND SLOPE 2H:1V o (D ?-
= 2i CL
w
wrz: 6/05
avMx CBP
uuw GB
MMU -
scec AS SHOWN
WIt ra
MC69
a:

u
5
Z

VIEW: LEFT BANK
x. ?,• r ?yw
REMOVE TREES
LEAVE AND RESET
STUMPS IN BANK
MUD CREEK
(MUD CREEK SITE 70)

N.T.
BANK STABILIZATIO
REVEGETATIO
ArN,
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? ti 1 ..(?? ?4 • S \ ati ?,
s .? tt
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VIEW: UPSTREAM
SITE 70 - SCOPE OF WORK
1 LS REMOVAL OF 5-7 TREES (< 16" DIA)
60 LF BANK STABILIZATION REVEGETATION
REMOVE THE
AND DEBF

EMOVE TREES
EAVE AND RESET
TUMPS IN BANK
N.T.S.
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MC70
a:
VICVV. LCf I aHwn
VIEW: DOWNSTREAM N.T.S.
MUD CREEK
(MUD CREEK SITE 711

98
--
-
- _.
-
-
97
96 = _ _ - -
95 c?---
94
93 - = f - -_ -

92 - - - -
91 _ . _- --- _ - - -- -.: -
90

89
as ------ ----- . - - -- --_
87
-
-- -- - ------ ---
-----
-- ------ --
-------
-----
-----
MUD CREEK 71
CROSS-SECTION BLO'NOUT-2
HOROZONLAL SCALE: 1'=20'
VERTICAL SCALE: 1' = 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
REMOVE TREES AND DEBRIS
BANK STABILIZATION
REVEGETATION
REMOVE TREE
AND DEBRIS
SITE 71A - SCOPE OF WORK
50 LF BANK STABILIZATION REVEGETATION
1 LS REMOVAL OF 2-4 TREES (< 12" DIA)
N
5
3
0
m
91
90
89 -- - - ----- - ----
88 --
00+00 00+25 00+50 00+75 1+00 1+25 1+50 1+50 1+75
HOR020MAL SCALE: 1'=20'
VERTICAL SCALE 1' = 4' MUD CREEK 71 LONGITUDINAL PROFILE
Q
y"
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art: 5/05
nmo C9P
au.K CAB
ptpER -
ww AS SHOWN
sKn m
MC71
VIL_ VV. Ul/VVIVJ IIN C/11VI
VIEW: UPSTREAM N.T.S.
n
i
LL
S
Z
r
MUD CREEK
(MUD CREEK SITE 71 B)
99- -- - - - - - - _

99---
_?
-
-
_
-
_-
--
--
-
-

- 1
--
9 w- - - _ - . - __- - ---m - -- -- - - -W_ =
98
-
97 _ _ -` - --t- -- -
- _- -t -- .-

96 L

95
94 7-1
93

--
- 7/
-
92 = - __ _ _ - - -- -- - - - _.
-- - - -- --- -- - -
91

90 _-_ _--- -- _ --- - _ _ - t

-_ -_- -- _ _ -- :- _ = - --- - _ - - _ __:
89 - - _ -
- - -- _

88 =_-_ -- _ -t : - _ -- -_ - -- -- =r -_ - - - - -- -
87
MUD CREEK 71 HOROZONTAL SCALE: 1'-20'
VERTICAL SCALE: 1' 4'
CROSS-SECTION BLOWOUT
NOTE: ALL CROSS-SECTION VIEWS ARE SITE 71B - SCOPE OF WORK
FACING DOWNSTREAM, WITH AN ASSUMED 10 CY DEBRIS REMOVAL
ELEVATION.
7
O
3
O
S
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' - 4'
MUD CREEK 71 LONGITUDINAL PROFILE
•50
Q
a
V m uR
a `N?x
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C•c?$$
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Lr) F_
w w w
=2a.
w
nrt 6/05
ttwrx CBP
or. CAB
cxam -
suu: AS SHOWN
L(R F0.
MC71 B
a:
VIEW: UPSTREAM N.T.S.
r
f,
2
MUD CREEKf t?
(MUD CREEK SITE 72)
d
a
a ?
t. j, ^ ?HFe?'?} ? a,+ ` ..V"?ot',.° :?• ? ?•?1. "r ?' "r6y ?"?•e i ?Z'C' ; t r((r 7X?; f?i.??l?i •r 1 ?. '"SE?y ? O ? N ?-.
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ae':i."r {"r ?. ' r''.~ t'?e' .:P' 4??n3vf El .'1' J s ?k: °? W V ° i
y Yk. .?^?.-` ., ?°7' ?r +?'?'? ?l 7'f? •r? +?Fk T ?, ? ?'it W •C .C ? o °a
? ? ? ,rh? -satyr•?`?ar : ? 4 o Nc
. P?t fi
CD -
cCI1
VIEW: DOWNSTREAM N.T.S. VIEW: LEFT BANK N.T.S. o 0
REMOVE TREE SITE 72 - SCOPE OF WORK W
AND DEBRIS 1 LS REMOVAL OF 5-7 TREES (< 10 DIA) REMOVE TREES LEAVE
ROOTED STUMPS f, 4 .71
}
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rc
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?
J?y 71" -t'?: ?,
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W
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2
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W
a..
? ...4-' c? i? -?•? L ?(° t ?T S _? t, } f 5/05
..i ., _ t yF r },SSStlll r r C ?" t resue COP
VIEW: DOWNSTREAM N.T.S. VIEW: UPSTREAM N.T.S. M? -
sc.c AS SHOwN
sKn n
MC72
a:
MUD CREEK
(MUD CREEK SITE 68)
4
C
Z
z
101 _

00
---- 7
- - 7_1
--
99
98 -
97 ==_
96 -- -
95 ?_ _- - -

94
__- 77
93 - -- - - -

92
91 =- -_ - _ - -_ ---- -__
90 -- _ _==__ __ -- -

MUD CREEK 68
CROSS-SECTION BLOWOUT
SITE 68 - SCOPE OF WORK
100 LF SLOPE 2H:1V
100 LF BANK STABILIZATION REVEGETAION
SLOPE 2H:1
BANK STABILIZATIO
REVEGETATIO
HOROZONTAL SCALE: 1•=20'
VERTICAL SCALE 1• = 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
0
3
0

?w
o?
u
,
l
n

94

93
92

91

90

88 I=_ = 1=====_-.- E_-- __-=1- I-f- r I
00+00 00+25 00+50 00+75 1+00 1+25 1+50 1+50
RLSCALE: 14
VERTICAL SCALE. 1 1 • = 4' '
VE
MUD CREEK 68 LONGITUDINAL PROFILE
Q
y
N oR
0
y v o ? 3
a° o
.:d L4
C)V o:o
JQ o N c
O
U
C C
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C N
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Z > Z
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_2 IL
W
do 8/OS
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nu.. CAB
b[dEU -
AS SHOWN
9 17.0.
MC68
a:
VIEW: DOWNSTREAM N.T.S.
VIEW: UPSTREAM N.T.S.
MUD CREEK
(MUD CREEK SITE 73)
t
i
if.
Z
,0, --
-
100

99

98
97 - - --- - - - -
98
95 - - -
94 - -- - -
93
92 - - - - - - -- - - -- -- -
91 -- - -- - - - -- -
90
89
MUD CREEK 73 HOR020NTAL SCALE: 1'-20'
CROSS-SECTION BLOWOUT VERTICAL SCALE: 1' - 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
SITE 73 - SCOPE OF WORK
30 LF BANK STABILIZATION REVEGETATION
10 CY DEBRIS REMOVAL
BANK STABILIZATION
REVEGETATION
5
3
O

n
m
0
I ??I
94
93 - -
92 _

91 - --
_
--

90

89
88
--
00+00 00+25 00+50 00+75 1+00 1+25 1+50
MUD CREEK 73 LONGITUDINAL PROFILE
REMOVE THE
AND DEBRI
N.T.S.
Q
y
m
u
q?
O
V y 2 :?
V U o .?:
o ?
T

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O W W
>Q 0-
Z > Z
0}0
U U r-
0UI--
www
=2n.
w
a2 6/05
o[vu+to: CSP
ow» CAB
n[cxto -
sat AS SHOWN
Sx[R xG
MC73
a.
VIEW: UPSTREAM
VIEW: LEFT BANK N.T.S.
W
LL
if
i
MUD CREEK g,X;
it (MUD CREEK SITE 76) d
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N.T.S. VIEW: DOWNSTREAM VIEW: RIGHT BANK N.T.S. o C (D
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REMOVE TREE SITE 76 - SCOPE OF WORK c m
AND DEBRIS 1 LS REMOVAL OF 6-8 TREES < 14" DIA REMOVE TREE W cn
AND DEBRIS
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ri.T.s. VIEW: UPSTREAM N.T.S. C[Ce[R _ AS SHO"
VIEW: DOWNSTREAM
LKR xR
MC76
n:
MUD CREEK
(MUD CREEK SITE 77)
I
c
L
?f.
99?
98 -- - -1777-
97
96 -
95 -- - - --
94
93
92 ---
91 --- -_-
90
89
- --- --- --- ----
87
86 -- - - -- -- ---- ----
85 = - -- - - - -- - - -- -
MUD CREEK 77
CROSS-SECTION BLOWOUT
HOROZONTAL SCALE: 1'-20'
VERTICAL SCALE: 1' = 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
MUD CREEK 77
CROSS-SECTION BLOWOUT-2
SITE 77 - SCOPE OF WORK
40 LF SLOPE 2H:1 V
40 LF BANK STABILIZATION REVEGETATION
SLOPE 2H:1V
BANK STABILIZATION
REVEGETATION

N

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VIEW: LEFT BANK
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MC77
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MUD CREEK
(MUD CREEK SITE 78)

.n
LL
Z
2
MUD CREEK 78
CROSS-SECTION BLOWOUT
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' = 4•
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
MUD CREEK 78
CROSS-SECTION BLOWOUT-2
SITE 78 - SCOPE OF WORK
60 LF SLOPE 2H:1 V
60 LF BANK STABILIZATION REVEGETATION
1 LS REMOVAL OF 2-3 TREES (< 8" DIA)
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MC78
d:
VIEW: UPSTREAM N.T.S.
MUD CREEK
(MUD CREEK SITE 79)

4
4
s
?c
2
101
100 -- - - - - - --
99
98
97 -- w _
96
95
94

93 _- I- --_ -_= ---
92

91

90

89
MUD CREEK 79 HOROZONTAL SCALE: 1'=20'
CROSS-SECTION BLOWOUT-2 VERTICAL SCALE: 1• = 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.

SITE 79 - SCOPE OF WORK
1 LS REMOVAL OF 1-2 TREES (< 12" DIA)
30 LF BANK STABILIZATION REVEGETATION
D
3
J

94 Z Z
93 - - oN ;t
92 NU _

91

90

89 _ ---- 1- ---- - _ - _--- _ - _ =1_ _= - - _

UUtUU uutL.7
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1• - 4'
00+50 00+75 1+00 1+25 1+50
MUD CREEK 79 LONGITUDINAL PROFILE
Q
vi
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W
GiC 8/05
a c? CSP
w.a CAB
atcx[n -
AS SHOWN
scn in
a:
MUD CREEK
(MUD CREEK SITE 80)
rT
LL
LL
t
f
Z
z
101
100
99
98 -- - --
97
96
95 --
94
93 =
92
90 - -
89
88 -- -- - --
87
86
85
0
0
J
Z
y0
101
? 100 -=- -- - --- - _ _
99
98 -
-
97
96
95
94
93 -- _ - - -- _ -..1 -
92
-- - -
91
-- - -
90
89
88 - -- - - -- - - --
87
MUD CREEK 80 HOROZONTAL SCALE: 1'=20' MUD CREEK 80
CROSS-SECTION BLOWOUT-2 VERTICAL SCALE: = 4' CROSS-SECTION BLOWOUT
NOTE: ALL CROSS-SECTION VIEWS ARE SITE 80 - SCOPE OF WORK
FACING DOWNSTREAM, WITH AN ASSUMED 50 LF SLOPE 2H:1 V
ELEVATION. 50 LF BANK STABILIZATION REVEGETATION
HOROZONTAL SCALE; 1'=20'
VERTICAL SCALE: 1 ° = 4'
•75
MUD CREEK 80 LONGITUDINAL PROFILE
VIEW: DOWNSTREAM
SLOPE 2H:1
BANK STABILIZATIO
REVEGETATIO
01
d
a
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swt: AS SHOWN
MO-
MC80
VIEW: UPSTREAM N.T.S.
MUD CREEK
(MUD CREEK SITE 81)

0
r
if
99
_
97
96
--------------
95 --- ---
94
92
91 = -- -__
89
86
e6
a5
MUD CREEK 81
CROSS-SECTION BLOWOUT
HOROZONTAL SCALE: 1•=20'
VERTICAL SCALE: t' = 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
SITE 81 - SCOPE OF WORK
1 LS REMOVAL OF 2-3 TREES (< 8" DIA)
40 LF SLOPE 2H:1V
40 LF BANK STABILIZATION REVEGETATION

94 z
--m°
-

93 _ +?

92
---
-

91

90 - - - ---

89 - - - - - - _- _? -
88
00+00 00+25 00+50 00+75 1+00 1+25 1+50
RL SCALE: 1'=20'
VERTICAL ICAL SCALE: 1• = 4'
VERTICAL
MUD CREEK 81 LONGITUDINAL PROFILE
REMOVE TREE AND DEBRIS
SLOPE 2H:1V
BANK STABILIZATION
REVEGETATION
N.T.S.
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vi
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MC81
a
VIEW: DOWNSTREAM
VIEW: DOWNSTREAM
MUD CREEK
(MUD CREEK SITE 82)

t
LL
s
i
Z
z
100 i I -=1 = ll
97
96 _
95 - -- - -
94 A-
93 - - AE_-
-F- 90
91
88 --_ - -: - - - _ _-- --_
87 - - --
MUD CREEK 82
CROSS-SECTION BLOWOUT
SITE 82 - SCOPE OF WORK
40 CY FILL AND SLOPE 2H:1 V
80 LF BANK STABILIZATION REVEGETATION
HOROZONTAL SCALE: 1•=20'
VERTICAL SCALE: 1. = 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.

94

_

93

A- I m in

??

92 :_
-
-

91 - - --

89
88 - _ __ -: _--_ -- --
00+00 00+25 00+50 00+75 1+00 1+25
HOROZONTAL SCALE: 1•=20'
VERTICAL SCALE 1• = 4' MUD CREEK 82 LONGITUDINAL PROFILE
50
VIEW: DOWNSTREAM
N.T.S.
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96

66

Wb`3d1SNMOa :M31A
MUD CREEK
(MUD CREEK SITE 85)

M31M
?J
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LL
REMOVE THE
AND DEBRI
?
;F-
e1iL

l;

1 -
r
VIEW: UPSTREAM
SITE 85 - SCOPE OF WORK
1 LS REMOVAL OF 6-8 TREES (< 16" DI/
* LEAVE ANY ROOTED
STUMPS IN BANK
N.T.S.
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a:
VIEW: DOWNSTREAM N.T.S.
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*SITES 2 & 3 ARE NO LONGER INCLUDED IN THIS EWP PROJECT.
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F t_ Yth / Y ,r ?' !' !I l1 _ J:, t `1? t? I l? I,.•?.
111 14" 1
'Jljs. •`rt ( e rt * t i ??l .__ %t rt All
:?rt 1'. \ K`-''^ , ?.i .:.1 r' Wt! ..` '; ?.''J Ir,\ ,ly r I /.rrt'a' t`•,:?f^-???- Y `? ,. KDfT1,?p7?
?, y ?.'-y ? yt''. ? t ? '-- `°? / l1 ?..f /:. 1 S?. j"` .i T. ', r -j5 r •' _. r' ? r "?- r i? \ 1
' 1 ' 1 .ti r C' ?! '• t t I (- r ;, ti ! r r4 ?? 1 4 :
`t tC, i fit; i` ,?? -., .•1'r i ,., r r : ?.ff/,?v,? :,? t?•. jl 1. f I r,( ; ?.-1 1 ''J 'S?y_`, ?f ,tt i r.'Y Y ''`.,• ?, J` / /
`r---? r 1 ' ? 'r ',,{ . r /, r J? f ; -, ? r ., •.__.•.'+J, i J , ? '-:-, t''- r ? ''ter-.? t 5,, i •l ? 7 Y:':
!i ?ytt{i _? ry ?'• ?\ "/t 1 fl '1+15 '`r"!r !
c -r,r l r 4. C 'I? - Sr'`/?"t• ?+ r l_
F r
:•a. ( ! f.r 1 '( • .Zlii r.4 {/ i?;"-; 'rt 'j 1 i .? ,!_4 ,r r- r?a J,
r , ?f4 it ,l rl '++ ,?1 ? t.,.` :?lr ! ? ` f 1 rr t\ ?_• '`_'d jw+ [' ?J..:?? t /1. 1 `I? • ?' w`,?.T?!' f r I ?, f vtt.,?-?
S ?. r_ c ', I \! I?.i y knj• ?t rf ?'1 S j ? kj" ,?, ? I t? `???, ? \? ( !r, !t r Y? r-
(ti ,` [ r t l 1 r ?.+'_ _ ? •tl E •_tµ, \\ ti _ <?7 ?.:.? i -? t 1 !?? ?:f ???.t-:..
1 mac.. r t ? _ b•f ! 4 __ -f! 1 l_ , \ I ? 'r t j••" r r / `~' .
/1 l?jr'V?:'
tt `?J V
. 'C:7 (uYy ? ? r ??(; r i~ % °? 1: 1-, r•?_. Yi ? - f -(? t!)
r ' ?• ( l •.,, r 7 ? I .Y `# t r ,- ? T ?Jl J,fl ? ? r 1 ( ?, ( i i
k r.c> r 4 r t t• I t . i.; ` _ ',; -r--?/? ?' .a r I J ' i 1.•`I 'r r{ _",t '1 / r 1 }v Y ;ri •?
t , ! i - 7, ? fT ?? (rn j,• ?' ?.:.p , ,'`-1 ? t /'i' i `'??
BOYLSTON CREEK LOCATION MAP-
N. T. S.
rl
Y a ? 5n
t. _r p n
O?y.c?o
y 'e =?
'Q o
U s o
W p4
o E t
V y. ?
L
CL:
j L5
•R y
Z V
nI-
'J
Y
wa
U?
Z Z
00
Q
0_j
m
0
?2U
C)f -3
0w0
UQ0-
Z?Z
Z 0
0
ww?
w
a,n e7os
Daum BP
CHEMM _
swc AS SHOWN
BC
a.
LL
LL
r
c
c•
if.
Z
z
100 LLr -- - --
99
98
97 = _

96
_ _ -
95 - -
94
P

92 _-
BOYLSTON CREEK 1
CROSS-SECTION POOL
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' = 4•
100 - - -
99
98

97
r-
-
-

96
95
94

93
-
-
--- __
-
BOYLSTON CREEK 1
CROSS-SECTION BLOWOUT

BANK STABILIZATION
REVEGETATION
SLOPE 2H: l V

N.T.
VIEW: DOWNSTREAM
99
--
-
-
96 - -- J. . -__
- - = _^
97 - - - --- -
96 =_- - _ - - - - _:- -____
-
95 - _ ?- - -- -
94 -- - - --
93
BOYLSTON CREEK 1
CROSS-SECTION RIFFLE
FRENCH BROAD RIVER
(BOYLSTON CREEK SITE 1)

Y+f C1 U

M l
4 7 Ott ?

s S
.4
? ?rv

J-HOOK
(SEE DETAIL)
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
0 3
0
Z Z Z
98 ro - ?o No

, W
c -.-
m

96
- - --
'--C,
.. N ?
X
in U
) L

95

Od --- ? --- " ----_ -- - - --
92
00+00 00+25 00+50 00+75 1+00 1+25 1+50 1+25
HOROZONfAL SCALE: 1'=20'
VERTICAL SCALE: 1' = 4• BOYLSTON CREEK 1 LONGITUDINAL PROFILE
SURGE STONE
d
L
N
N _
J-2
U lo
° do
y U oa`
o ?
T
? U
cc
a? -
E ui
c?
o .0
C Ol
w cn
SITE 1 - SCOPE OF WORK
10 CY FILL AND SLOPE 2H:1V
20 LF BANK STABILIZATION
REVEGETATION
01 LS J-HOOK
0
?2U
zcow
0Wa
Q
z?z
0?-0
U) p
www
w w w
=2E o.
w
arz: 6/05
rccm CBP
D-- CAB
aaaan. -
scu[ AS SHOWN
SMu -
a:
K
LL
LL
,L
c
LL
LL
L
C
L
ir.
FRENCH BROAD
(BOYLSTON CREEK 4)
BOYLSTON CREEK 4
CROSS-SECTION BLOWOUT

HOROZONTAL, SCALE: 1'=20'
VERTICAL SCALE: 1' - 4'
J-HOOK
(SEE DETAIL)
FILL AND SLOPE 2H:1 V
BANK STABILIZATION
REVEGETATION
NOTE: A.LL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
SITE 4 - SCOPE OF WORK
1 LS REMOVAL OF 4-6 TREES (<6" DIA)
5 CY FILL AND SLOPE 2H:1 V
15 LF BANK STABILIZATION REVEGETATION
01 LS J-HOOK
0
3
O
co
VIEW: UPSTREAM
VIEW: DOWNSTREAM
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' = 4'
BOYLSTON CREEK 4 LONGITUDINAL PROFILE
25
N.T.S.
01
r-_r
Q
y
ago
U
1°nvoZa
Q U ? ? o
W U ? [
L32°?
y rv
JQ ? N
%I g
Ilj o i
.? g
o -
? U
?c
m-
E vi
c a)
o?
c a)
w cn
0
=U
Zcnw
ol? -3
0wa
Q
Z?Z
O } O
C, (D
_2i CL
w
nm 6/05
awrtu CBP
roux CAB
MCM[R -
v".. AS SHOWN
Sx[R M
BC4
a:
'L
C'
LL
C
C
LL
L
C
x
FRENCH BROAD RIVER
(BOYLSTON CREEK SITE 5A)

100
99

98 -- - ?;_

97 - - - - -

96 .._
E
95 = _ -- -- -7
--
- -

93 - _ -
BOYLSTON CREEK 5 HOROZONTAL SCALE: 1'=20'
CROSS-SECTION RIFFLE VERTICAL SCALE: 1' = 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.

100

99 (y _
98
97

96 - - _-
95_
-
A-
-
--- ---

94

93
BOYLSTON CREEK 5
CROSS-SECTION BLOWOUT
FILL AND
SLOPE 2H:1 V
SITE 5A - SCOPE OF WORK
30 LF SLOPE 2H:1V
30 LF BANK STABILIZATION
REVEGETATION
01 LS J-HOOK
0
3
0
J
m

98
V
+
97 0
m
96

95

94
93

--
- - -
_
92 --
-
uutuu uu-rtz) vu+:)u uu+/0 1+uu 1+25 1+50 1+75
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' = 4' BOYLSTON CREEK 5 LONGITUDINAL PROFILE
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE 1' = 4'
BOYLSTON CREEK 5 LONGITUDINAL PROFILE
25
BANK STABILIZATIO
REVEGETATIO
SLOPE 2H:1

CUT AND SLOPE
USE AS FILL
J-HOOK (SEE DETAIL
TIE INTO POINT BAf
N.T.S.
N.T.S.
SURGE STONE
Q
vj
H
v ??a
,e, o N
;5
y gnoa
U
cc
a) -
E ui
a: a)
O U
C a)
Wc/)
T c)
Z()
W
G=
0¢a
Z?Z
0}0
U) U F-
0(71W-
W W [1-1
S ^
L LPL
W
are 8/OS
swim CBP
?,B
bKIXm -
sa+e AS SHOWN
vca is
BCSA
a:

VIEW: DOWNSTREAM
VIEW: UPSTREAM
f
LL
:c
.l
LL
f,
LL
C
c
L
x
FRENCH BROAD RIVER
(BOYLSTON CREEK SITE 5B)

100
99 Q = _

96 c - - -
97 7-777
96
- -
--
-

95
94 =_ -
93
BOYLSTON CREEK 5 HOROZONTAL SCALE: =20'
CROSS-SECTION RIFFLE VERTICAL SCALE: 1' = 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
W

100 - --- -- - - - - -
-:-
99
-
98
-:
-

97

96
95
94
93 -- - -
BOYLSTON CREEK 5
CROSS-SECTION BLOWOUT
SITE 513 - SCOPE OF WORK
20 LF SLOPE 2H:1V
20 LF BANK STABILIZATION REVEGETATION
1 LS J-HOOK
1 LS REMOVAL OF 2-4 TREES (<12" DIA)
3
0
m
98

_ _ _

_ ---

--+

_

- -- -
- ---

--
---------

--

96 ._... ?U .

95

94 --
- -- _ -
93 _ ?_ ---- -----

92
VViVV VVTGJ VVTJU UU'T•/J ItVV It[' l+'Ju
VERTICAL TICAL SCALE: 1' SCALE: 1 = a 4'
VE ' BOYLSTON CREEK 5 LONGITUDINAL PROFILE
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' = 4'
BOYLSTON CREEK 5 LONGITUDINAL PROFILE
BANK STABILIZATION
REVEGETATION
FILL AND SLOPE 2H:1 V
VIEW: UPSTREAM
J-HOOK
(SEE DETAIL)
N.T.S.
SURGE STONE
'2 V,
X11 ? C?l 'r -7? I 1 ,
t, 11 f ? a. IY Yt f? ! ? c? 11 ?•a.
? 3 ?.?:• r j .,y ? r.'ri=5 ?? ?"'g3+ex??Y? ?irCp
.gym"
I
1 ?
,l
1+ 75
\ 1 M

v.4.
a 1 F K : "ic

.
VIEW: DOWNSTREAM N.T S.
REMOVE DEBRIS LEAVE CUT AND SLOPE
25 USE AS FILL
ROOTED STUMPS IN BANK U
01
Q
a
m
y
w ?-
a
Q o '-
i?z;N _
jU oN
y as
o
z
U
cc
a) -
E ui
O U
c a1
W cn
?2U
Zco w
W -3
D w
0
U¢a
Z?Z
0?-0
V)UE_
W W W
Www
G "L
W
art: 6/05
avum CBP
auk CAB
cwr -
S?- AS SHOWN
9tfl w6
BC56
LL
LL
LL
:f.
C
C
LL
c
c
c
c's
if.
Z
FRENCH BROAD
(BOYLSTON CREEK 6)
BANK STABILIZATION
REVEGETATION
FILL AND SLOPE 2H:1 V

rte'

EMOVE
EBRIS
,. -par
J iCL*? ?
VIEW: LEFT BANK
N.T.S.
SITE 6 - SCOPE OF WORK
8 CY DEBRIS REMOVAL
10 CY FILL AND SLOPE 2H:1V
20 LF BANK STABILIZATION REVEGETATION
91
r-r
Q
a
?l
m
w a F?
u° n
y v o Zo
Q a ?'a
V V o ?:
U xQo
O
Z
C C
N -
i
O U
C a)
W U)
0
(=w
?w0
0< t-
z?z
0?0
U)
0(D F-
2 IL
W
a e B/05
rcwm. cBP
oma CAB
a[c.?
srre AS SHOWN
svtn :a
BC6
FRENCH BROAD RIVER
(BOYLSTON CREEK SITE 7)
BANK STABILIZATION
REVEGETATION
IF NECESSARY
1\1
101
100

99 --- -- - - - --
98
97 - -
96 _ ---
-- V=
---
95 = -----
---7
94

93 --

92 --
BOYLSTON CREEK 7
CROSS-SECTION RIFFLE

HOROZONTAL SCALE: 1'-20'
VERTICAL SCALE: 1' = 4'
• NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
LL
.LL
LL
?r
LL
S
c
ti
C
.f.
Z

VIEW: UPSTREAM
CUT AND LEAVE STUMP
RESET IF POSSIBLE
REMOVE TREES
NJ
SITE 7 - SCOPE OF WORK
1 LS REMOVAL OF 2-4 TREES (< 16" DIA)
20 LF BANK STABILIZATION REVEGETATION
101
100 -_- - _
99 F_
- = _ -
97

96 --- = _ = _- --: - -?.
94
93
BOYLSTON CREEK 7
CROSS-SECTION BLOWOUT
0
3
0
m
HOROZONTAL SCALE: 1•=20'
VERTICAL SCALE: 1. = 4'
BOYLSTON CREEK 7 LONGITUDINAL PROFILE
25
i
Q
M a .S o
(? ? u n
?2SW??? .air s
z°
i
,zo o
l1 U o :o
y o0
? S
Z
ME
roC3
cc
a) -
E ui
c a)
c a?
w cn
0
Zu w
pww
Z Z
0}0
?ZU
Zw0
=ga-
w
nm; 6/05
DEw . CBP
uww CAB
CM[x[R -
AS SHOWN
BC7

FRENCH BROAD RIVER
(BOYLSTON CREEK SITE 8)

LL
.LL
LL
LL
LL
r
c
S
Z
z

100 -_
-._ - W -_ --
---
99
98 f
97

95
94 __ - --- - _ :.:
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' = 4'
BOYLSTON CREEK 8
CROSS-SECTION BLOWOUT 1
101

100 =Lu
---
99
98 - - ---- - - -- --
97 -- - - -- - --
96 - _._ - - - ---- '-- - -

BOYLSTON CREEK 8
CROSS-SECTION RIFFLE
N
101 --__
100
99 = -
98
-
--
- --

- up
96
95
94 - -- - - -- - ----
93
92
BOYLSTON CREEK 8
CROSS-SECTION BLOWOUT 2
J-HOOK
(SEE DETAIL)
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
7 j
O O
w
3 ?
O
m m
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1• = 4'
BOYLSTON CREEK 8 LONGITUDINAL PROFILE
SITE 8 - SCOPE OF WORK
5 CY DEBRIS REMOVAL
10 CY FILL AND SLOPE 2H:1 V
1 LS J-HOOK
BA'
o ?N@?
Q•sa
dSW?°?
`u
V'co?R
y
ZZ
>r o
VV
?.
$f
o ?
T

U
C ?
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E ui
c a)
O ,0
c a)
W (?
0
Lli
zIL)
(
?w0
CQa
Z?Z
0 >- 0
WWW
W W W
_ 2 n.
W
ah 6/05
rcv xa CBP
oww CAB
IXIXb -
".. AS SHOWN
auw

a
8
n
",
0
O
e
r.
0
In
3
v
Iri
w
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8
O
3
M$
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SHAW CREEK LOCATION MAP
N.T.S.
Q ?
LL c
n
no
toal,n?
C1 IS
3 -
O ? .C %o
y ° 'E 12 R b
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°? Z EI
o
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0 Q Wa
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ZCDh
w w w
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w
art: 6/05
o -. BP
w- CAB
Mt m. -
e - AS SHOWN
MA u'I
SC
n
5
LL
LL
l?
LL
LL
c
4
2
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.

105 ()
w-
104 _?.
103
102 - -
101 - -

100
-
=-
M - -
99 -
98 - - -

SHAW CREEK 1
CROSS-SECTION RIFFLE
FRENCH BROAD RIVER
(SHAW CREEK SITE 1)
d
IX:
cil
-
103 _.. ?_ ._. Q -

102

100. - - - -- -- -
99

98

97
SITE 1 - SCOPE OF WORK
8 CY DEBRIS REMOVAL
40 LF BANK STABILIZATION REVEGETATION
40 LF SLOPE 2H:1V
1 LS DEFLECTOR STONES
HOROZONTAL SCALE 1'=20' SHAW CREEK 1
VERTICAL SCALE: 1" = 4' CROSS-SECTION BLOWOUT
REMOVE THE
AND DEBRI
102 0
p

101 W
NLn

t. 1. oW
Lo v)

+I
_o m

100 ... .__ _;.-O
Nu .. LA
N?
99

98

97

96
00+00
HOROZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1' = 4'
00+50
1+00
25
SHAW CREEK 1 LONGITUDINAL PROFILE
M
Q o °..
0
V U
J b N`
.; a`
o ?

U
cc
a? -
E ci
c a)
O U
c a)
W U)
O
Z(=W
0~a
z?z
o?-o
c) p
Ww
w
ww?
G IL
W
a? 6/05
oa CBP
oa .a CAB
Md[R -
"OR xxt: AS SHOWN
SC1

FRENCH BROAD RIVER
(SHAW CREEK SITE 2)
71
•LL
LL
'c
LL
LL
c
0
c
r.

99 - - ?: _
98
97
r.
.
-

96 u j.
_
95 '_7

94 -------

92 =-_ _.- ---- -- -

91 --- ---
-- --------
----- -------
- - -
SHAW CREEK 2
CROSS-SECTION BLOWOUT
SITE 2 - SCOPE OF WORK
1 LS REMOVAL OF 2-3 TREES (< 20" DIA)
30 LF BANK STABILIZATION REVEGETATION
30 LF SLOPE 2H:1V
HOROZONTAL SCALE: 1'=20'
VERTICAL SCALE: 1' - 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.

96 -
'lV 1.1
95 - +Ln _
m -
77 7_
94 0

93
92 _ __-
91 -
00+00 00+25 00+50 00+75 1+00 1+25
HOROZONTAL SCALE: 1'
VERTICAL CAL SCAM 1' = 4'
4' SHAW CREEK 2 LONGITUDINAL PROFILE
4TI0N
Q
n;
n
y
N aR-
N
V ? Uh
y ? C Z O
Q a?=4
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yz:?
,
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art: 6/OS
uxu CBP
wne CAB
cKU rt _
AS SHOWN
-ET -
SC2

N.T.S.
VIEW: UPSTREAM
VILW: UHJ S I KLAM

LL
?L
LL
LL
r?
if.
Z
S
FRENCH BROAD RIVER
(SHAW CREEK SITE 3)
___
98
97 '=s
96
95
94 - --
93
----- --- --

91
90
SHAW CREEK 3
CROSS-SECTION BLOWOUT
SITE 3 - SCOPE OF WORK
10 CY BACKFILL
5 CY DEBRIS REMOVAL
20 LF BANK STABILIZATION REVEGETATION
1 LS J-HOOK
HOROZONTAL SCALE: I"=20'
VERTICAL SCALE 1" = 4'
NOTE: ALL CROSS-SECTION VIEWS ARE
FACING DOWNSTREAM, WITH AN ASSUMED
ELEVATION.
REMOVE TREE
AND DEBRIS
INSTALL J-HOOK
(SEE DETAIL)
z
96
ci

95 +

94
0 L)
93 - -
92

90 __ -
00+00 00+25 00+50 00+75 1+0
HOL SCALE: 1
VER'nCAL TICAL SCALE: 1• = 4' SHAW CREEK 3 LONGITUDINAL PROFILE
VIEW: UPSTREAM
BACKFILL AR
BANK STABILIZATI
REVEGETATI
Q
a
m
r
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anuca CBP
CAB
CKO -
AS SHOWN
4kR M
SC3
a:
VIEW: DOWNSTREAM N.T.S.

U
LL
0
S
BANKFULL WIDTH (WyKF)
?I APPROX. 1/2 BOULDER WIDTH POINT BAR +L
f ( ii 3>
MAX. BANKFULL i
DEPTH
- A A? r ud
-- I r r
OUTSIDE VANE LENGTH \ HOOK 1/3 WIDTH INSIDE SILL LENGTH VARIES
SILL
J-HOOK TYPICAL CROSS-SECTION
NQTF: UNDER LIMITED RESOURCES OR FUNDING
CIRCUMSTANCES THE 'HOOK PORTION' MAY BE
OPTIONAL, RESULTING IN A TYPICAL ROCK VANE.
o
B
BACKFlLL
ELEVATION f?
a^
STONE FROM EXISTING STREAM IF? GAPS BETWEEN BOULDERS IN
AVAILABLE OR SURGE STONE HOOK PORTION' APPROX. 1/2
/ BOULDER WIDTH
?r r
WOODY RIPARSAN VO - i
VEGETATION"` ANE ANGLE
20'
POINT BAR
A\ ? SURFACE BOULDERS
N? -1
SILL SCOUR
12 1yP, i HOLE
y FOOTING BOULDER (IF BEDROCK PRESENT
DIRECTLY BELOW SURFACE BOULDERS,
PLANT A MINIMUM OF 3 LIVE STAKES PER SQUARE I FOOTING BOULDER WILL NOT BE
YARD WHERE J-HOOK TIES INTO BANKFULL NECESSARY.)
ELEVATION. OVER AN AREA DEFINED BY
APPROXIMATELY 25 FEET UPSTREAM AND I GRAVEL BED
DOWNSTREAM OF TIE-IN POINT AND THE SILL
LENGTH. I BANKFULL ELEVATION
I ` NOTE:
BACKFlLL AROUND FOOTING
1 STONES WITH APPROVED
GRAVEL BED MATERIAL.
O
J-HOOK PLAN VIEW
J-HOOK - DETAIL
N.T.S.
FOOTING
BOULDER
BANKFULL
ELEVATION
VANE
SLOPE (3:-7%) O
CROSS VANE LONGITUDINAL PROFILE
BANKFULL WIDTH (WBaF)
SILL
STONE
,( O MAX. RIFFLE O
BANKFULL DEPTH
? 4, dr rr r4 % ?/ /? /J
_'\ y r r r y
OPTIONAL
STONE FROM EXISTING STREAM
IF AVAILABLE OR SURGE STONE
SILL 1
n 11
tfi/

SILL VAN ANGL 1
TONE 2 -30' !
S fill
r a ar s yr r e ?? _
T "
SURFACE
BOULDER FOOTING
(BOULDER
CROSS VANE TYPICAL CROSS-SECTION
BANKFULL WIDTH (WBKI)
1/3 1 1/3 1 1/3
I I
I I
I I
O I I
_ r.

?R SURFACE
SURGE STONE BOULDER
(o SURFACE BOULDERS
TYPE I NON-WOVEN
GEOTEXi1LE FABRIC( l l FOOTING BOULDERS
SCOUR POOL
SILL
NOTE
EL AND O DENOTE LEVATTION;O AND Q MARK L ELEVATION;
VANE ELEVATION AT HEAD OF
VANE
(OFFSET SURFACE BOULDERS 1/3 TO 1/2
-{(BOULDER WIDTH BACK FROM DOWNSTREAM
FACE OF FOOTING BOULDER.
???JJJ TYPE I NON-WOVEN
GEDTEXTILE FABRIC
t SILL ?
20'-3
C",
Vey,
4
SILL
STONE
FOOTING BOULDER (IF BEDROCK PRESENT 1
DIRECTLY BELOW SURFACE BOULDER, FOOTING
BOULDER WILL NOT BE NECESSARY.)
PLANT A MINIMUM OF 3 LIVE STAKES PER SQUARE YARD
WHERE CROSS-VANE TIES INTO BANKFULL ELEVATION
(BOTH SIDES OF VANE). OVER AN AREA DEFINED BY
APPROXIMATELY 25 FEET UPSTREAM AND DOWNSTREAM
OF TIE-IN POINT AND THE SILL LENGTH.
CROSS-VANE PLAN VIEW
CROSS-VANE - DETAIL
N.T.S.
Q
o
V CN
N
voivo=a
y m .c ?..
c _
Q b1 O -- N
WU°y
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VU
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wwOf
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wm 8/05
tt xn CBP
duw (AIM
aam. _
sua< AS SHOWN
4Qfl M
D-1
a,. 15
13
t
.r
LL
LL
tL
L
Z
LNE STAKES ON 2 ft CENTERS SPACING
BLACK WILLOW (Salix nigra)
SILKY DOGWOOD (Corpus amomum)
SILKY WILLOW (Salix Sericea)
SPICEBUSH (Lindera benzoin)
BANKFULL
/
DEPTH
3 FT. LIVE STAKES
CHANNEL BED
MATTING SHALL BE OVERSEEDED WITH
SPECIFIED SEEDBED STABILIZATION
LIVE
LIVE
0
PLAN
TYPICAL BANK STABILIZATION REVEGETATION
N.T.S.
Perennials-Common or
Commercial Name Seeds/lb(1000) Seeding Rate
Iblaew/o
tent cover %ofmic
wlotemp
cover Seeds/sq0
wlotemp
cover
'Tioai Deertoneue 225 1 12.5 5
'Atlantic' Coastal
Panicrrass 265 1 12.5 6
Korean Le dcza 225 2 25.0 10
'Niaeara'Bi4Blualemf 191 2 25.0 9
'Blackwell' Switcherass 380 1 12.5 9
Purple To Grass 465 .4 5.0 4
Timothverass 1230 2 2.5 6
Orchard mss 654 A 5.0 6
Total excluding
Temporary Cover g RA 55
TEMPORARY COYER
Japanese Millet'
Foxtail Millet' 220 30
Oats* 32
Rve' Grass or Grain) 30
Fescue 25
There could be difficulty in spreading Big Bluestem seed with a hand held centrifugal
seeder because ofarough seed coal, light density and the presence ofawns. This species
could be dropped from the mixture or spread separately by hand.
' These arc to be used as temporary cover and the following is provided as a guide to
assist in making the decision where to use each and when to use them.
• Japanese and Foxtail Millet arc to be used as temporary•cover after June 1. Either
may be used or they may be used together at half the normal rate when used
singularly. Choose Japanese Millet on welsites and FoxtailMillet on dry sites. If
the site is characterized by both moisture regimes and separating the plant
selection proves to be impractical, then use the mix.
• Objections may be raised to using either plant due to non-nativity. Japanese
millet does have the potential to be a wad If there is an objection to Japanese
Millet drop it from the specifications and select Foxtail Millet as a substitute.
Foxtail Millet does not have the potential to become a weed and is in the same
category of usefulness as a cool season small grain.
• Select Oats or Rye as the temporary cover after August 1. Oats have a slightly
better chance at providing useful cover on welter sites than does Rye. These may
be selected singularly or in a mix combined at half the singular rate for each to
make a full seeding application rate.
• All seeding applications shall include temporary cover mixtures.
SEEDBED STABILIZATION
ANCHORING PINS TO BE FABRICATED OF NO. 4
REINFORCING STEEL OR EQUIVALENT MATERIAL LIVE STAKES
TYPICAL PLAN
ANCHORING PIN DETAIL
N.T.S. DORMANT LIVE STAKE DETAIL
N.T.S.
Q
y
w a o
V sryv u
Q q o = w
?WV
4Z.czo
y r
V U o v
U?
O -
Z
? U
C C
EN
C U
0 U
C ?
W cn
=0
Z(nW
00 LLI 0
Q IL
Z?Z
0 >- 0
W W W
WW6-- 0
I
= 2 IL
W
am a/OS
msa . cep
oau wim
MC•fR -
-LE: AS SHOWN
=Mn ?a
D-2
w. 15
700 gm. COIR MAT
(OR APPROVED EQUAL)
SECURE WITH OAK
DEAD-STAKES
I PER SO. YARD
0
J
W
STAKES
0 _L
2
O s-
S
O -?
;ES
LEGEND
BANKFULL
* LOW FLOW
CROSS-SECTIONS
INSTALL 3 LIVE STAKES PER
S0. YD. IN A RANDOM PATTERN
OR ON 2 Ff. CENTERS
EXTEND TO TOP OF BANK OR
I AS DIRECTED BY ENGINEER 3-
LIVE CUTTING
TO I' IN DIAMETER)
ETER) J
0'-6- w
BUDS (FACING UPWARD) > M
I ?d
I'-6' J t?
BASAL END CUT f
AT AN ANGLE EROSION CONTROL
BLANKET
DORMANT LIVE STAKE
A DISTANCE ALONG CHANNEL B
PROFILE
LIVE STAKING PLACEMENT
N.T.S.

.-
c?
i
?f.
Z
z
ROOT WAD
SCALE NTS
INSTALLATION OF ROOT WAD STRUCTURES
ROOT WADS SHALL BE INSTALLED ACCORDING TO DETAILED SPECIFICATION
SECTION 0. STONE USED IN ROOT WAD CONSTRUCTION SHALL BE IN
ACCORDANCE WITH DETAILED SPECIFICATION SECTION 5.
THE PREFERRED METHOD OF INSTALLATION OF A ROOT WAD IS TO DRIVE THE
POINT-CUT BUTT END OF THE TRUNK OF THE ROOT WAD TREE MATERIAL INTO THE
STREAM BANK USING AN EXCAVATOR EQUIPPED WITH A HYDRAULIC THUMB.
IF THE ROOT WAD STRUCTURE CANNOT BE DRIVEN INTO THE STREAM BANK, THE
TRENCH ALTERNATIVE METHOD MAY BE USED WITH THE APPROVAL OF THE ENGINEER
A TRENCH SHALL BE DUG ALONG THE TOE OF THE STREAM BANK TO A DEPTH EQUAL
TO THE DIAMETER OF THE FOOTER LOG. THE FOOTER LOG SHALL BE PLACED IN THE
TRENCH. THE ROOT WAD SHALL BE PLACED IN A PREVIOUSLY DUG TRENCH SUCH THAT
THE ENTIRE LENGTH OF THE TRUNK IS EMBEDDED INTO THE STREAM BANK
THERE SHALL BE NO VOIDS BETWEEN THE ROOT MASS AND THE STREAM BANK ON THE
UPSTREAM SIDE OF THE ROOT WAD STRUCTURE THE ROOT MASS SHALL BE ORIENTED
TOWARD THE UPSTREAM DIRECTION IN SUCH A MANNER THAT THE VELOCITY
13ANKFULL ELEVATION
PROPOSED CHANNEL[
BOTTOMf
FOOTER LOG PLACE TOP OF
FDOTER LOG EVEN WITH INVERT
ELEVATION OF CHANNEL
VECTORS OF THE FLOWING WATER ARE ALIGNED WITH THE TRUNK'S LONGITUDINAL AXIS.
THE TRUNK SHALL BE INSTALLED SUCH THAT THE TRUNK IS INSTALLED AT APPROXIMATELY
A 1-2X DOWNWARD ANGLE INTO THE STREAM BANK AS SHOWN ON THE DETAIL
A BOULDER SHALL BE PLACED ON THE DOWNSTREAM AND UPSTREAM SIDE OF THE
ROOT WAD BETWEEN THE ROOT MASS AND THE STREAM BANK TO PROVIDE EROSION CONTROL
ALL DISTURBED OR FILL MATERIAL SHALL BE COMPACTED TO A DENSITY COMPARABLE TO
THE ADJACENT UNDISTURBED MATERIAL UNLESS OTHERWISE APPROVED BY THE ENGINEER
ALL MATERIALS FOR THIS STRUCTURE SHALL BE APPROVED BY THE ENGINEERANDIOR THE
INSPECTOR PRIOR TO INSTALLATION. THESE STRUCTURES ARE ONLY TO BE INSTALLED IN THE
LOCATIONS SHOWN IN THE PLANS AND IN ADDITIONAL LOCATIONS AS DIRECTED BY THE ENGINEER.
BOULDERS TO REST ON TOP OF
ROOT WAD BEHIND THE ANCHOR LOG
AND ON TOP OF THE ANCHOR LOG
FOOTING BOULDERS
?MffS OF EXCAVATION
ROOT WAD
BOULDERS TO BE PLACED ON TOP OF
FOOTER LOG k ON BOTH SIDES OF
ROOT WAD TRUNK (REST ROOT WAD ON
ANCHOR LOG)
TYPICAL CROSS SECTION VIEW
ROOT MASSES SHALL LAP
OVER A MINIAUM 2.0' (2-4
MASSES PER ROOT WAD SHINGLE ANCHOR LOGS
STRUCTURE) FLUSH WITH ONE
ANOTHER
tl?
ANGLE ROOT WADS 30'-6O UPSTREAM[ 1 FOOTER LOGS
TOWARDS FLOW OF STREAMI
\\ ~` FOOTING BOULDERS
STREAM BANKS \
ROOT WAD TRUNKS
OPTIONAL[\
ANCHOR LOCSI
WHEN BACKFILUNG OVER AND AROUND BOTTOM
FOOTER LOGS, PACK BOULDERS AND LOGS IN
BETWEEN ALL VOIDS TO FIRMLY SECURE ALL
COMPONENTS INCLUDING JOINTS, CONNECTIONS
TYPICAL PLAN VIEW AND GAPS
ROOT WADS - DETAIL
N.T.S.
v^
LOG VANE T/2 MAXIMUTA \
BANKFULL DEPTH-
-
TREE WITH INTACT
ROOT MASS CABLE T
ti0
A5
5
CABLE TIE "A1hl
ROOT WAD
L /
LOG VANE A5
Ati ,
PLANT A MINIMUM OF 3 LIVE
STAKES WHERE LOG VANE TIES
INTO DANKFULL ELEVATION.
BANKFULL ELEVATION
i
POINT BAR
BANKFULL WIDTH (WBKF)
MAXIMUM
BANKFULL
DEPTH
SURFACE BOULDER
1 It ` FOOTING BOULDER
Jl 3-?Z ? ? I
IME MINIMUM DIAMETER
`--I?MEASURED 5' FROM
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LOG VANE TYPICAL CROSS-SECTION ROOT FAN

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FOOTING BOULDER

GRAVEL BED

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1

LOG VANE - DETAIL
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CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN OF THE PLANS, AND SMOOTH IT OUT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE CEOTEXILE FABRICS BECAUSE THEY IMPROVE THE STABILITY OF THE FOUNDATION IN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE THIS MAY REQUIRE PERIODIC TOPORESSING WITH 2 INCH STONE. AFTER
EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTINABLE MATERVLS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
/
r /
I
ti
FRTER FABRIC TO BE
INSTALLED UNDER
ACCRECATE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
N.T.S.
CUf1UAl UhFA
1. USE A SYNTHETIC FILTER BRIC OR A PERVIOUS SHEET OF POLYPROPYLENE,
NYLON, POLYESTER OR POLYETHYLENE YARN WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS SHOWN
IN TABLE BELOW. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET
RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF
EXPECTED USEABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO
120 DEGREES FAHRENHEIT.
2. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE
WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6 INCEHES.
FENCE FABRIC SPECIFICATIONS
PHYSICAL PROPERTY REQUIREMENTS
FILTERING EFFICIENCY 85% MINIMUM
TENSILE STRENGTH AT 20% EXTRA STRENGTH 50LBAIN IN. MINIMUM
MAXIMUM ELONGATION STANDARD STRENGTH 30LB/UN IN. MIN.
SLURRY FLOW RATE 0.30 CAL/S0. FT./MINUTE MINIMUM
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL
MAKE ANY REQUIRED REPAIRS IMMEDIATELY SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE. TEAR, DECOMPOSE OR BECOME INEFFECTIVE. REPLACE OT
PROMPTLY. REPLACE BURLAP EVERY 60 DAYS. REMOVE SEDIMENT DEPOSITS AS
NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
TO REDUCE PRESSURE OF THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
WIRE FENCING AND

FILTER FABRIC 1.33 LB/FT, 4' DIA.
METAL TEE POSTS
?... ., O.CRE
1
9EINFORCEk;ENY

COMPACTED BACKFILL
8. 41
N.
EXTEND FABRIC AND
WIRE INTO TRENCH
SILT FENCE DETAIL
N.T.S.
EMERGENCY WATERSHED PROTECTION
PROJECT SPONSORED BY:
HE DER ON COUNTY
fail%
L &WATE 21-7
It N 2'-O'
N=:
CONTRACTOR SHALL DISPLAY A MINIMUM OF 2
SPONSOR SIGNS AT EACH SITE. ONE SIGN
SHALL BE LOCATED ALONGSIDE OF THE
NEAREST PUBLIC ROAD.
CONSTRUCTION SIGNAGE
N.T.S.
STREAMBANK
SANDBAGS
?r
SECTION B-B
SANDBAGS
SECTION A-A
DOWNS
DISCHARGE TO S
TRAPPING DEVICE
PLAN
PUMP
"LOW
POOL
PUMP-AROUND FLOW DIVERSION DETAIL
N.T.S.
FOR DIMENSIONS OF W,L,D AND R
SEE TEMPORARY SEDIMENT TRAP
#57 WASHED STONE 5'-0' MIN. SCHEDULES ON EC2 AND EC3
TO 12' THICKNESS I'-'
SIZE AS INDICATED
Z ? 2'L X 2'W X 9'THK
RIPRAP VELOCITY
?I0ISSIPATOR (CLASSA)
CROSS SECTION
DESIGN
SETTLED TOP
2:1 SIDE SLOPE MAX.
\?21' MIN. SIZE 1-1. INDICATED
S(I
m
z
E
If
NESS
FILTER FABRIC 1-1ATHICKNESS
ND CLASS
OVERFILL 6'
FOR SETTLEMENT
rEMERGENCY BY-PASS
ELOW SETTLED
OF DAM
-NATURAL GROUND
FILTER FABRIC 3' MIN ??-1:1 SIDE SLOPE
CLASS B RIPRAP
STONE SECTION
TEMPORARY SEDIMENT TRAP
N.T.S.
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a. 15
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
. _1- of IIAT/A 11 N
(It any particular item is not appucaDie to mis project, picaac c„ici 19UL rkYp 1% u"u ? .,. - .. .,
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), cl W ?Q V D
II. Applicant Information AUG 1 1 2005
1. Owner/Applicant Information DENR - WATER QUALITY
Name: Henderson County Government VIZTLANDS RZ STORMATER BUICH
Mailing Address: 100 North King Street Hendersonville NC 28792
Telephone Number: 828-694-7974 Fax Number: 828-698-6162
E-mail Address: ihembreenhendersoncoun ne org
2. Agent/Consultant 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: Fax Number:
E-mail Address:
n...-.. C -r 1 1
III. Project Information
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: Henderson County Emergency Watershed Protection
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): See Attachment A
4. Location
County: Henderson Nearest Town: Hendersonville
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.):
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): See Attachment A
6. Property size (acres
7. Name of nearest receiving body of water: Bat Fork Devils Fork Boylston Creek, Shaw
Creek. Mud Creek
8. River Basin: French Broad River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://li2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: See Attachment B
10. Describe the overall project in detail, including the type of equipment to be used: The
project will require the use of hand tools and heM equipment including front end loaders
n....., L ..O 7 I
and backhoes with hydraulic thumbs. All e ui ment will be maintained to ensure no
hydraulic fluid will enter the stream channels.
11. Explain the purpose of the proposed work: To protect property and restore damaged stream
channels to the stable pre storm condition utilizing natural channel design to the best extent
practical.
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.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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.
1. Provide a written description of the proposed impacts: See Attachment B for each separate
project description.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
se arately list impacts due to both structure and floodin .
Located within Distance to Area of
Wetland Impact Type of Wetland 100-year Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) (yes/no) (linear feet)
Total Wetland Impact (acres) 0

3. List the total acreage (estimated) of all existing wetlands on the property: 0 acres
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, darn
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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
i.:-.t. 1„ . V -;At', ih,,n rl;v;rlt-. by 43.560.
must be incluaea. io calcurate acrcuge, iiiulll ly 1%,1 16LIL L> .--,
A
act
Im
Area
Stream Impact
Number
(indicate on
)
Stream Name
Type of Impact 7Perennial verage
Stream Width
Before
Impact p
Length
(linear
feet) of
Impact
(acres)
ma 100 09
0
134 Bat Fork Bank stabilization, revegetation P 40 .
150 21
0
136 Bat Fork Debris removal P 60 .
200 18
0
139
138
137 Bat Fork Debris removal P 40 .
,
,
140 Bat Fork Bank stabilization, debris
removal P 50 140 0.17
140 18
0
141 Bat Fork Debris removal, revegetation P 55 .
000
2 75
2
6
5
4
3 Devils Fork Debris removal P 60 , .
9
,
1 100 11
0
7 Devils Fork Banl- stabilization, revegetation P 50 .
200 28
0
8 Devils Fork Bank stabilization, revegetation P 60 .
9 Devils Fork Bank stabilization, revegetation,
in-stream structure J-hook P 50 120 0.14
10 Devils Fork Bank stabilization, revegetation,
in-stream structure (J-hook) P 60 110 0.15
40 16
0
I 1 Devils Fork Bank stabilization, revegetation P 50 1 .

12
Devils Fork Bank stabilization, debris
removal, revegetation P 70 320 0.51
I Boylston Creek Bank stabilization, one in-stream
structure J-hook p 50 150 0.17
4 Boylston Creek Bank stabilization, debris
removal one in-stream structure p 40 220 0.20

5
Boylston Creek Bank stabilization, debris
removal, two in-stream structure
(J-hooks).
P
45
600
0.62
6 Boylston Creek Bank stabilization, debris removal P 45 100
160 0.10
20
0
7 Boylston Creek Bank stabilization, debris removal P 55 .

8
Boylston Creek Bank stabilization, debris
removal, one in-stream structure
(J-hook)
P
65
130
0.19

1
Shaw Creek Bank stabilization, debris
removal, one in-stream structure
(stone deflector).
P
60
400
0.55
2 Shaw Creek Bank stabilization, debris removal P 45 200 0.21

3
Shaw Creek Bank stabilization, debris
removal, one in-stream structure
(J-hook).
P
60
100
0.14
112 Mud Creek Bank Repair, debris removal P 60 100
410 0.14
61
0
113 Mud Creek Bank repair, debris removal, two
in-stream structures (J-hooks) P 65 .
114 Mud Creek Bank Repair, debris removal P 80 80 0.15
n...-.. 0 _r 1)
Stream Impact
Number
(indicate on
map)
115
116

Stream Name

Mud Creek
Mud Creek

Type of Impact

Bank Repair, debris removal
Bank repair
Perennial or
Intermittent?

P
P Average
Stream Width
Before
Impact
80
65 Impact
Length
(linear
feet)
80
175 Area
of
Impact
(acres)
0.15
0.26
117 Mud Creek One in-stream structure, bank
repair P 70 80 0.13
118
119 Mud Creck
Mud Creek Bank stabilization, debris removal
Bank stabilization P
P 65
60 100
400 0.15
0.55
121 Mud Creek Bank stabilization P 80 150 0.28
122 Mud Creek Bank stabilization P 80 300 0.55
123 Mud Creek One in-stream structure (J-hook),
bank stabilization, debris removal P 60 160 0.22
124 Mud Creek Debris removal P 80 400 0.73
125 Mud Creek Debris removal P 80 400 0.73
126 Mud Creek Bank stabilization, debris removal P 80 300 0.55
127 Mud Creek Debris removal P 80 200 0.37
128 Mud Creek Bank stabilization, debris removal P 80 100 0.18
65 Mud Creek Bank stabilization, debris removal P 110 300 0.76
66 Mud Creek Debris removal P 80 100 0.18
67 Mud Creek Debris removal P 70 300 0.48
69 Mud Creek Bank stabilization, debris removal P 70 200 0.32
70 Mud Creek Bank stabilization, debris removal P 70 100 0.16
71 Mud Creek Bank stabilization, debris removal P 70 320 0.51
72 Mud Creek Debris removal P 80 200 0.37
68 Mud Creek Bank stabilization P 100 100 0.23
73 Mud Creek Bank stabilization, debris removal P 80 110 0.20
76 Mud Creek Debris removal P 80 200 0.37
77 Mud Creek Bank stabilization P 100 50 0.11
ek
d C Debris removal P so 0-11
79
79 re
u
Mud Creek Bank stabilization, debris removal P 90 100 0.21
80 Mud Creek Bank stabilization P 110 50 0.13
81 Mud Creek Bank stabilization, debris removal P 80 150 0.28
82 Mud Creek Bank stabilization P 80 100 0.18
84 Mud Creek Bank stabilization, debris removal P 100 170 0.39
85 Mud Creek Debris removal P 100 100 0.23
Total Stream Impact (by length and acreage) 12,105 18.54
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
.:11 -- A-Agln(T flnnrlinv drninnne. hnikheads_ etc.
Open Water Impact Type of Waterbody Area of

Site Number Name of Waterbody Type of Impact (lake, pond, estuary, sound, bay, Impact
indicate on ma if applicable)
( ocean, etc.) (acres)

Total Open Water Impact (acres) 0
n...._ n ..r "
6. List t
_ii ?ll..a,_-,.*h? 1 T Q rncnltina frnm the nroiect:
[le l;W11U1aL1vc ?iii "?L <? - - ---- ---
Stream Impact (acres):
18.54
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0
Total Stream Impact (linear feet): 12,105
7. Isolated Waters
Do any isolated waters exist on the property ? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
if construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed projects will
take place within areas impacted by hurricanes during 2004.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
Tl.. - 1 n ,.O 1 1
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o enr state nc us/ncwet]ands/strmaidc.litml.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed. No mitigation is proposed for this project
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o enr state nc.ushvrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No El
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
n.,__ I i -C 11)
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multi Tiers.
Zone* Impact
(square feet) Multiplier Required
Miti(Tation
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. No impervious surfaces will be constructed for
this project
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.

XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes E] No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state. nc.us!ncwetIands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
See Attached Narrative.
7-ic-ZGo
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
n....,. 1 '7 -C I l
AttachmentA
Bat Fork, Devils Fork, Boylston Creek, Shaw Creek, Mud Creek Henderson County Emergency Watershed Protection Program
Approximate I n-stream Bank Debris

Site Owner
Address
PIN
LatlLong Receiving
Water Trout Waver HOW Channel

Len th
Structure
Repair
Removal

134 Appletand Business Perk Prop Owners Assoc 684 Duncan Road
Flat Rock, NC 28731 959729034255 35.2945N
82A132W Bat Fork No No 100 No Yes No

138 Bshop, John C. 403 Wakefield Drive
Hendersonville, NO 28792 957891599755 35.3005N
82A199W Bat Fork No No 150 No No Yes

137,138,
Om, Walter E. 8 Dods 405 Wakefield Road

Hendersonville, NO 28792 957892237855 35.3031N

82.4224W gat Fork No No 200 No No Yes
139

140 Budd, Charles A. 520 Loop Road
Hendersonville, NO 28792 957893421555 35.3043N
82.4242W Bat Fork No No 140 Yes Yes Yes

141 Budd, Charles A. 520 Loop Road
Hendersonville, NO 28792 957883421555 35.3051N
62.4257W Bat Fork No No 140 No No Yes

3.4.5.6 Wagner, Carroll Monroe 402 Dana Road
Hendersonville, NO 28792 957931744555 35.3276N
82.4417W Davits Fork No No 2,000 No No Yes

4 Thompson, Mae H. 807 Orrs Camp Road
Hendersonville, NO 29792 957932312755 35.3276N
82.4417W Devils Fork No No 100 No Yes No

7 Johnson, Allen B 8 Wife 611 Dana Road
Hendersonville, NO 26792 57255
9579501 35.3276N
82.4348W Devils Fork No No 200 No Yes No

Henderson, Carolyn Elizabeth Duncan 703 Tracy Grove Road
Flat Rock NO 28731 957960446955 35.3243N

W
Devils Fork
No
No
120
Yes
Yes
No
8
Bollinger, Bobby Eugene Co-Trustee 53 Orchard Park Road
Flat Rock NC 28731 957970023955 82.4315
Bollinger, Bobby Eugene Co-Trustee 53 Orchard Park Road
Flat Rock NO 28731 957970023955 35.3243N
Devils Fork
No
No
110
Yes
Yes
No
9
Moore, Mark R 41 Meadow Lark Lane
Hendersonville, NO 28792 957970269355 824296Vd

Moore, Mark R 41 Meadow Lark Lane
Hendersonville, NO 28792 957970269355

35.3242N

Devils Fork

No

No

140

No

Yes

No
10
Bollinger, Bobby Eugene Co-Trustee 53 Orchard Park Road
Flat Rock NO 28731 957970023955 82.4284W

Young, James R. 69 Orchard Park Road
Flat Rock NO 28731 957970622355

11
Moore, Mark R 41 Meadow Lark Lane
Hendersonville, NO 2979 957970269355
2
35.3240N
82.4273W
Devils Fork
No
No
140
q
Yes
No
Henderson, Daniel R. 703 Tracy Grove Road
Flat Rock NO 8731 957689392955

3239N
35

320 No Yes

Yes
12 NCDOT 450 East Main Street
S va NO 28779 966047671055 .
82.4262W Devils Fork No No

1
Ingle Family Trust 10701 McMullen Creek
Parkway, Suite B
Charlotte NO 28226
962010221455
35.3441'N,
82.6149'W
Boylston
Creek
No
No
150
Yes
Yes
No
Pace, Gary L 355 Terrys Gap Road
Fletcher NO 28732 952919599755

4
Williams, Sandra WfrR 275 Tower Circle
Hendersonville, NO 2873
9 5289255
96301 35.3612°N,
82.5878°W Boylston
Creek No No 220 Yes Yes Yes
Bat Fork, Devils Fork, Boylston Creek, Shaw Creek, Mud Creek Henderson County Emergency Watershed Protection Program
AttachmentA
Approximate i n-stream Bank Debris
PIN
VLong
La
Receiving
Trout Water
HOW Channel
S
tructure
Repair
Removal
Site Owner Address Water Lan th

275 Tower Circle 963015289255 35.3629°N, Boylston No No 600 Yes Yes Yes
5 Williams, Sandra W1rR Hendersonville, NC 28739 82.5852°W Creek
1 Penley Road Fletcher, -63026391655 35.3649°N Boylston No No 100 No Yes Yes
6 Souther, Nelson NC 28738
6 0°W Creek
214 Banner Farm Road 9f30676)5155
Larr
R
R
3701'N,
35
Boylston
N
No
16p
No
Yes
Yes
oper,
y
. Horse Shoe NC 28742 .
74'W Creek o
7 PO Box 10665 963078092055 82.56
Welch, Jute Glenn Southport NC 28461
214 Banner Farm Road 963067875155
R
L
3700'N
35
Boylston
No
130
Yes
Yes
Yes
arry
Roper,
. Horse Shoe NC 28742 ,
.
5651'W Creek No
8 PO Box 10665 963078092055 82.
Welch, Jule Glenn Southoort NC 28461
400
Yes
Yes
Yes
PO Box 1022 955921775855
l
P 62
5133°bY Shaw Creek No No
au
1 Skelton, W.
Dra on SC 29333 1
109 Susan Lane 955912677955
Justice, Emily Summey Hendersonville, NC 28739
N
2
' 200 No Yes Yes
2290 M.Ilwater Crossing 955912267055 ,
' Shaw Creek No No
2 McCall, Caroline N.
Dacula GA 30019 8 62 2 5
. 51515
6
W
128 Meni Acres Lane 955912456655
Wall, Stephen Hendersonville, NC 26739

19 Mahshie Lane 954984066155
Mahshle, Tony S Hendersonville, NC 28739 35.3326N,
5300'W Shaw Creek No No 100 Yes Yes Yes
3 62.
102 Fountain Trace Drive 954974590355
Pruitt, Clyde Collins Hendersonville, NC 28739

2520 Asheville Highway 955790706355
Hunter, Hal M. Hendersonville, NC 26791 35.2686°N,
Mud Creek
No
No
100
No
Yes
Yes
112 °1N
62.4855
709 Fifth Avenue, West 955790502555
Shealy, Fred G. Jr. TTEE Flat Rock NC 28731
Y

TTEE
d G
J 709 Fifth Avenue, West 955790502555
4846°W
82 Mud Creek No No 410 Yes Yes es
113 r.
.
Shealy, Fre Flat Rock NC 28731 .
1 N 80 No Yes Yes
TTEE
Jr
d G
l
F 709 Fifth Avenue, West 955790502555 ,
'
82.4634°W Mud Creek No No
114 .
re
.
Shea
y, Flat Rock NC 26731 N
80
No
Yes
Yes
PO Box 475 955701942155 ° Mud Creek No No
115 F.G. Shealy Family lmt Partnership #1 Flat Rock NC 28731 82.4809
W
7 4
175
No
Yes
No
PO Box 478 956712378955 ° Mud Creek No No
116 F.G. Shealy Famlly Lml Partnership #1
Flat Rock NC 28731 82.4805
W
7

8o

Yes

Yes

No
PO Box 476 956712378955 ° Mud Creek No No
117 F.G. Shealy Family Lmt Partnership #1 Flat Rock NC 26731 W
82.4763
662 Mddleton Road
956733415855 ' 7 7
4744°W
82 Mud Creek No No 100 No Yes Yes
118 Brock Arms Living Trust (The) Flat Rock NC28731 .
1
N No Yes No

3010 Peanut Plant Road
956734519255 ,
°
4656W
82
Mud Creek
No
No
400
119 Gooden, Paul M. Elizabethtown NC 28337 .
N No Yes No
3010 Peanut Plant Road 956734519255 ,
° Mud Creek No No 180
120 Gooden, Paul M.
Elizabethtown NC 28337 W
82.4652
2403rd Avenue West 956756223155 35.29001N, Mud Creek No No 150 No Yes No
121 Fortescue, Lottle, H., C/o Kenneth Youngblood Hendersonville, NC 28739 82,4652°W

Gross, P.H. Jr. 8 Wife Box 1253
Hendersonville, NC 28793 956661963655
35.299TN,
Mud Creek
No
No
300
No
Yes
No
122 82.4623'W
PO Box 996 956871585755
Thomas, Charles W. Jr. Nogales, 1 Z 85626
PO Box 1670 956885879355
City of Hendersonville Hendersonville, NC 26793 3087'N
35 No 160 Yes Yes Yes
,
.
4592'W
Mud Creek
No
123 525 Old Spartanburg 82
Scott. Georger Road, Hendersonville, NC 956991782355
28792
AttachmentA
Bat Fork, Devils Fork, Boylston Creek, Shaw Creek Mud Creek Henderson County Emergency Watershed Protection Program
Approximate I n-stream Bank Debris

Site
Owner
Address
PIN
LaVLong Receiving
Water Trout Water HQW Channel

Len th
Structure
Repair
Removal

City of Hendersonville PO Box 1670
Hendersonville, NC 28793 956991782355
35.3302'N,

°W

Mud Creek

No

No

400

No

No

Yes
124
Hendersonville Housing Authority 203 N. Justice Street
Hendersonville, NC 28793 956973846355 82.4579

125
Hendersonville Housing Authority 203 N. Justice Street
Hendersonville, NC 28793 956973846355 35.3310111,
82,4587°W Mud Creek No No 400 No No Yes

Barnett, Ted C. 1590 North Main Street
Hendersonville, NC 28792 956974151255

126
Lancaster, Martha Kate M 1701 North Main Street
Hendersonville, NC 28792 956975034255 35.3351'N,
82.4643'W Mud Creek No No 300 No Yes Yes

John L Pace Enterprises, Inc. 1310 N. Main Street
Hendersonville, INC 28792 956965327355

127
Woodruff, Randy N 309 Berkley Road
Hendersonville, NC 28792 956956276655 35.3405111,
82.4676°W Mud Creek No No 200 No No Yes
47 °tJ 100 No Yes Yes
140 Berkeley Mills 401 North Lake Street
Nennah WI 54956 956958729355 '
82,4656°W Mud Creek No No

City of Hendersonville PO Box 1670
Hendersonville, NC 28793 955070195755
35.351319,
'

Mud Creek

No

No

300

No

Yes

Yes
65
Cantrell, Nel!e B PO Box 398
Hendersonville, INC 28793 966081064055 82.4633
W

66
Cantrell, Nel1e B PO Box398
NC 28793
Hendersonville 966081064055 35.3530°N,
82
4642°W Mud Creek No No 100 No No Yes
, ,

87
Davis, Wayne 230 Capps Road
Hendersonville, NC 28792 966071054855 35.3544°N,
82.4673°W Mud Creek No No 300 No No Yes

Albertson, Carney E 846 Mount Airy Street
Hendersonville, NC 28792 966051168455
35.3553'N,
'W

ud Creek

o

o

00

o

es

es
69
Capps, William E. Box 37
PO
Mountain Home, NC
965062332755 82 .4587
29758

TCB Property Development, LLC 1310 Main Street
Hendersonville, NC 2879 966052141655
2
35.3562'N,

'W

Mud Creek

No

No

100

No

Yes

Yes
70
Capps, Jake L. 288 Capps Road
Hendersonville, INC 2879 966063261255
2 82.4700

1310 Main Street 986052141655
TCB Property Development, LLC Hendersonville, NC 28792 35.3577'N,

'

Mud Cree

k

No No

320 No

Yes Yes
71 W
82,4691
Capps, Jake L 288 Capps Road 966063251255
Hendersonville, INC 28792
Attachment A
Bat Fork, Devils Fork, Boylston Creek, Shaw Creek Mud Creek Henderson County Emergency Watershed Protection Program

Receiving Approximate
In-stream
Bank
Debris
Site Owner Address PIN Lat/Long Water Trout Water HOW Channel Structure Repair Removal
Len th
72 Jake L
Capps 288 Capps Road 966063261255 35.3596°N,
° Mud Creek No No 200 No No Yes
, Hendersonville, NC 28792 82.46!36
W

66
William E.
Capps PO Box 37
Mountaln Home, NC
966062332755 35.3550°N,
°
Mud Creek
No
No
100
No
Yes
No
, 28758 82 4675
W
Capps
Jake L 288 Capps Road 966063261255
, Hendersonville, NC 28792 35.3620°N,
Mud Creek
No
No
110
No
Yes
Yes
73 82 4589'W
Sanderson
Perry R. 209 Newman Drive 965054647755
, Hendersonville, NC 28792
LLN LLC 106 Falling Water Road 966057275455
°
Hendersonville, NC 28792 N,
35.3716 Mud Creek No No 200 No No Yes
76 4734 'W
e2
NCDOT 450 East Main Street 966047671055 .
S Iva NO 28779
LLN LLC 106 Falling Water Road 965057275455
'
Hendersonville, NC 28792 35.3730
N, Mud Creek No No 50 No Yes No
77 82A772* W
NCDOT 450 East Main Street 066047671055
S Iva NC 28779
LLN LLC 105 Falling Water Road 966057275455
3733'N
35
78 Hendersonville, NC 28792 .
,
82
4779'W Mud Creek No No 60 No No Yes
NCDOT 450 East Main Street 966047671055 .
S Iva NC 28779
79 Clement Pappas NC Inc. 10 N Parsonage Road
Seabrook NC 83020 966110287655 35.3770°N,
82.4859°W Mud Creek No No 100 No Yes Yes
8o Clement Pappas NC Inc. 10 N Parsonage Road
Seabrook NC 83020 966110287655 35.3781°N,
82.4870°W Mud Creek No No 50 No Yes No
81 Clement Pappas NC Inc. 10 N Parsonage Road
Seabrook NC 83020 966110287655 35.3746°N,
82.48661W Mud Creek No No 150 No Yes Yes
Harold
McKinne PO Box 33 965172634155 35.3862°N, Mud Creek No No 100 No Yes No
82 y, Naples, NC 28760 2. °W
Garren
Don H. 1036 Ransier Drive 965164539355
, Hendersonville, NC 28793 35.3882'N,
Mud Creek
No
No
170
No
Yes
Yes
84 .5046 W
'
82
John J. and Heirs
Spann 4907 Asheville Highway 965153906955
, Hendersonville, NC 28791
Merrill, Wayne G./Trustee 114 Rubgy Forest Lane
NC 28791
Hendersonville 965134898555
35.3943'N,
N
N
Yes
85 , 82
5128'W Mud Creek No No 100 o o
Morgan Legacy LLC PO Box 128 965146065555 .
Hazelwood NC 28739
Attachment B
Emergency Watershed Protection Program, Henderson County, North Carolina
Permit Narrative
Bat Fork, Devils Fork, Boylston Creek, Shaw Creek, Mud Creek
Forty-eight stream reaches located within 5 stream channels are proposed for repair under the
Emergency Watershed Protection Program.
Seven stream reaches on Bat Fork and ten stream reaches on Devils Fork in Henderson County,
North Carolina, are proposed for repair under the Emergency Watershed Protection Program.
Site numbers 134, 136, 137, 138, 139, 140, and 141 are on Bat Fork; Sites 3, 4, 5, 6, 7, 8, 9, 10,
11, and 12 are on Devils Fork. Both streams are in the French Broad River Drainage Basin. Bat
Fork, from its source to the Johnson Drainage Ditch, has a Best Usage Classification of C and is
not a designated Trout Water. Devils Fork, from its source to the Johnson Drainage Ditch, has a
Best Usage Classification of C and is not a designated Trout water.
Six stream reaches on Boylston Creek and three stream reaches on Shaw Creek in Henderson
County, North Carolina, are proposed for repair under the Emergency Watershed Protection
Program. Site numbers 1, 4, 5, 6, 7, and 8 on Boylston Creek, and site numbers 1, 2, and 3 on
Shaw Creek are targeted for repair. All sites on Boylston Creek are located in the reach from a
point 0.3 mile upstream of Murray Branch to the French Broad River, which has a Best Usage
Classification of WS-IV, indicating a water supply within a highly developed watershed. Shaw
Creek, from its source to the French Broad River, has a Best Usage Classification of WS-IV.
Boylston Creek and Shaw Creek are not designated Trout waters.
Thirty-five stream reaches on Mud Creek in Henderson County, North Carolina, are proposed for
repair under the Emergency Watershed Protection Program. Mud Creek, from its source to the
French Broad River, has a Best Usage Classification of C and is not a designated Trout Water.
The U.S. Fish and Wildlife Service reviewed location maps for these sites and did not request
any Threatened or Endangered species reviews or surveys for the proposed repair areas. Each
Project is described below.
Bat Fork
Site 134 is approximately 100 linear feet in length. Proposed work for this site includes bank
stabilization and revegetation. Banks on this reach will be sloped back at a 2:1 slope and
stabilized. Adjacent land use for this reach is commercial agriculture.
Site 136 is approximately 150 linear feet in length. Proposed work for this site includes removal
of woody debris and removal of a mid-channel bar. Adjacent land for this reach is forested in
nature.
Sites 137, 138 and 139 are adjacent to each other and are considered one project reach,
approximately 200 linear feet in length. Proposed work for this reach includes debris removal.
Adjacent land for this reach is forested in nature.
Henderson County EWP
Attachment B
Page 2 of 7
Site 140 is approximately 140 linear feet in length. Proposed work for this reach includes debris
removal, bank stabilization, and construction of one in-stream structure (one J-hook). Adjacent
land use for this reach is a combination of forest and residential yards.
Site 141 is approximately 140 linear feet in length. Proposed work for this reach includes debris
removal and revegetation of any bank disturbance. Adjacent land use for this reach is a
combination of forested areas and residential yards.
Devils Fork
Sites 3, 4, 5 and 6 are located on an approximately 2,000 linear foot reach of channel. Proposed
work within this reach includes debris removal. Adjacent land for this reach is forested in
nature.
Site 7 is approximately 100 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation. Bank stabilization will utilize footer boulders and surge stone.
Adjacent land use for this reach includes limited forest area and agricultural uses.
Site 8 is approximately 200 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation. Bank stabilization will utilize footer boulders. Adjacent land use
for this reach includes limited forest areas and agricultural uses.
Site 9 is approximately 120 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation and construction of one in-stream structure (J-hook). Adjacent
land use for this reach includes forested areas, commercial agriculture and residential yards.
Site 10 is approximately 110 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation and construction of one in-stream structure (J-hook). Adjacent
land use for this reach includes forested areas, commercial agriculture and residential yards.
Site 11 is approximately 140 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation. Bank stabilization efforts will utilize coir fiber logs. Adjacent
land use for this reach includes forested areas and residential yards.
Site 12 is approximately 320 linear feet in length. Proposed work for this reach includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this reach includes
forested areas.
Henderson County EWP
Attachment B
Page 3 of 7
Boylston Creek
Site 1 is approximately 150 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and the construction of one in-stream structure (J-hook). Adjacent
land use for this stream reach includes forested areas.
Site 4 is approximately 220 linear feet in length. Proposed work for this project includes debris
removal, bank stabilization and revegetation, and construction of one in-stream structure (J-
hook). Adjacent land use for this stream reach includes forested areas and commercial
agriculture.
Site 5 is approximately 600 linear feet in length. Proposed work for this project includes debris
removal, bank stabilization and revegetation, and the construction of two in-stream structures (J-
hooks). As part of this project, two point bars will be removed. Adjacent land use for this
stream reach includes commercial agriculture and forested areas.
Site 6 is approximately 100 linear feet in length. Proposed work for this project includes debris
removal, and bank stabilization and revegetation. Adjacent land use for this stream reach
includes forested areas.
Site 7 is approximately 160 linear feet in length. Proposed work for this project includes debris
removal, and bank stabilization and revegetation. Adjacent land use for this stream reach
includes forested areas.
Site 8 is approximately 130 linear feet in length. Proposed work for this project includes debris
removal, bank stabilization and revegetation, and construction of one in-stream structure (J-
hook). Adjacent land use for this stream reach includes commercial agriculture and forested
areas.
Shaw Creek
Site 1 is approximately 400 linear feet in length. Proposed work for this project includes debris
removal, bank stabilization and revegetation, and installation of deflector stones. Adjacent land
use for this stream reach includes forested areas.
Site 2 is approximately 200 linear feet in length. Proposed work for this project includes debris
removal, and bank stabilization and revegetation. Adjacent land use for this stream reach
includes forested areas.
Henderson County EWP
Attachment B
Page 4 of 7
Site 3 is approximately 100 linear feet in length. Proposed work for this project includes debris
removal, bank stabilization and revegetation, and construction of one in-stream structure (J-
hook). Adjacent land use for this stream reach includes forested areas, residential yards, and a
commercial railway.
Mud Creek
Site 112 is approximately 100 linear feet in length. Proposed work for this project includes
debris removal, bank stabilization, and revegetation. Adjacent land use for this stream reach
includes limited forest and residential yards.
Site 113 is approximately 410 linear feet in length. Proposed work for this project includes
debris removal, bank stabilization and revegetation, and construction of two in-stream structures
(J-hooks). Adjacent land use for this stream reach includes forested areas and commercial
agriculture.
Site 114 is approximately 80 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for thus reach includes
forested areas and commercial agriculture.
Site 115 is approximately 80 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this reach includes
forested areas and commercial agriculture.
Site 116 is approximately 175 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation. Adjacent land use for this stream reach is forested in nature.
Site 117 is approximately 80 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, as well as construction of one in-stream structure (J-hook).
Adjacent land use for this stream reach includes forested areas and commercial agriculture.
Site 118 is approximately 100 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this stream reach
includes residential yards.
Site 119 is approximately 400 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation. Adjacent land use for this stream reach includes forested areas
and residential yards.
Henderson County EWP
Attaclunent B
Page 5 of 7
Site 120 is approximately 180 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation. Adjacent land use for this stream reach includes forested areas
and residential yards.
Site 121 is approximately 150 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation. Adjacent land use for this stream reach includes forested areas.
Site 122 is approximately 300 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation. Adjacent land use for this stream reach includes forested areas
and commercial agriculture.
Site 123 is approximately 160 linear feet in length. Proposed work for this project includes
debris removal, construction of a soil berm, bank stabilization and revegetation, construction of
one in-stream structure (J-hook). Construction of the soil berm will include coir fiber matting,
soil cover, live staking and seed mix for stabilization. Adjacent land use for this stream reach
includes forested areas.
Site 124 is approximately 400 linear feet in length. Proposed work for this project includes
debris removal. Adjacent land use for this stream reach includes forested areas.
Site 125 is approximately 400 linear feet in length. Proposed work for this project includes
debris removal. Adjacent land use for this stream reach includes forested areas.
Site 126 is approximately 300 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this stream reach
includes forested areas and commercial agriculture.
Site 127 is approximately 200 linear feet in length. Proposed work for this project includes
debris removal. Adjacent land use for this stream reach includes forested areas.
Site 128 is approximately 100 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this stream reach
includes forested areas.
Site 65 is approximately 300 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this stream reach
includes forested areas.
Site 66 is approximately 100 linear feet in length. Proposed work for this project includes debris
removal. Adjacent land use for this stream reach includes forested areas.
Henderson County EWP
Attachment B
Page 6 of 7
Site 67 is approximately 300 linear feet in length. Proposed work for this project includes debris
removal. Adjacent land use for this stream reach includes forested areas.
Site 69 is approximately 200 linear feet in length. Proposed work for this project includes debris
removal, and bank stabilization and revegetation. Footer boulders will be utilized for the bank
stabilization. Adjacent land use for this stream reach includes forested areas.
Site 70 is approximately 100 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this stream reach
includes forested areas.
Site 71 is approximately 320 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this stream reach
includes forested areas.
Site 72 is approximately 200 linear feet in length. Proposed work for this project includes debris
removal. Adjacent land use for this stream reach includes forested areas.
Site 68 is approximately 100 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation. Adjacent land use for this stream reach includes forested areas.
Site 73 is approximately 110 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this stream reach
includes forested areas.
Site 76 is approximately 200 linear feet in length. Proposed work for this project includes debris
removal. Adjacent land use for this stream reach includes forested areas.
Site 77 is approximately 50 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation. Adjacent land use for this stream reach includes forested areas.
Site 78 is approximately 60 linear feet in length. Proposed work for this project includes debris
removal. Adjacent land use for this stream reach includes forested areas.
Site 79 is approximately 100 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this stream reach
includes forested areas.
Site 80 is approximately 50 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation. Adjacent land use for this stream reach includes forested areas.
Henderson County EWP
Attachment B
Page 7 of 7
Site 81 is approximately 150 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this stream reach
includes forested areas.
Site 82 is approximately 100 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation. Adjacent land use for this stream reach includes forested areas
and commercial agriculture.
Site 84 is approximately 170 linear feet in length. Proposed work for this project includes bank
stabilization and revegetation, and debris removal. Adjacent land use for this stream reach
includes forested areas.
Site 85 is approximately 100 linear feet in length. Proposed work for this project includes debris
removal. Adjacent land use for this stream reach includes forested areas.