20100359 Ver 1_401 Application_20100512

WN;t 20104359
Wetland and Natural Resource
Consultants, Inc.
May 7, 2010
US Army Corps of Engineers = G , ® sJ
Attn: Ms. Tasha McCormick E.A i
MAY 1 2r+
2010
151 Patton Ave
Asheville, NC 28801 DENR-WATERMALITY
WETLANDS AND STORM KATER (RANCH
The purpose of this letter is to request a Nationwide Permit 13 to conduct streambank
stabilization on approximately 1,488 linear feet of an unnamed tributary to Little River in
Alleghany County, North Carolina. The voluntary stabilization project will be conducted in
cooperation with the Natural Resource Conservation Service under the Environmental Quality
Incentives Program. The objectives of the conservation plan are to 1) reduce erosion and
sedimentation, 2) improve fisheries habitat, and 3) establish riparian buffers.
The property was purchased by Maurice and Dolores Woodward in 1981. Failing entrenched
stream banks are found through out the reach and a major channel evulsion has occurred at one
of the tortuous meanders. The streambanks are unstable and some of the meanders are migrating
down the valley as the banks continue to erode. Streambank stabilization will be occurring
within a mostly pastured and actively grazed area. A portion of the site has a forested riparian
buffer which will be preserved during the course of work. The non-forested areas will be planted
with riparian vegetation to establish a proper buffer. Wetlands adjacent to the work area have
been delineated and will not be impacted by the proposed activities. The drainage area upstream
of the property is mixed forested and grazing/agricultural land.
Natural stream design practices were used to determine suitable cross-sectional area, design
parameters and structure placement. The implementation of the attached plan will be under the
direction of a qualified stream contractor familiar with natural design techniques. The attached
plan approximates the locations of the proposed structures and treatment techniques. The final
placement of structures will be depicted in an as-built document. The project has the potential to
reduce the excessive soil loss derived from the eroding banks.
The project is not intended to be a stream restoration project suitable for compensatory
mitigation but rather is intended to utilize existing programs and stabilization techniques to
improve water quality. The EQIP program has the potential assist many land owners and this is
a continued effort to help streamline the program for the future benefit of the environment. The
funding under EQIP is limited and there is no compensation for land encumbered under the
program. Further, the funding is time-sensitive and a breach of contract is costly.
Sparta Office
PO Box 1492
Sparta, NC 28675
Sparta, Newton, and Canton, North Carolina
We respectfully request an expedited review of the project so that construction can commence by
the beginning of June. The funding for the project is time sensitive and a breach of the NRCS
contract will result in a monetary penalty. Construction during the low flow periods of the
summer is preferable to higher flow periods.
Thank you in advance for you consideration.
Chris Huysman
Authorized Agent
Cc: Sue Homewood, NC DWQ
Ron Linville, NC WRC
Greg Wagoner, NRCS
Copyright (C) 1998, Maptech, Inc.
Tracks
Name: Trk111
Distance: 1431 feet
Log Points: 9
Name: woodward
Distance: 3 miles, 2674 feet
Area: 187.638 acres
0.293 sq. miles
Log Points: 25
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pf VAT Office Use Only:
Corps action ID no.
1 0 DWQ project no.
r Form Version 1,3 Dec 102008
_Pre-Construction Notification (PCN) Form -
A Atrplicant Information
1. Proce"In+g _--
1a. Type(s) of approval sought from the Section 404 Permit ? Section 10 Permit
corps:
1b, Specify Natlorrwide Permit (NWP) number. 13 or General Permit (GP) number
1c. Has the N'WP or GP number been verified by the Corps? C3 Yes No
Id. Type(s) of approval sought from the DWQ (check all that appiy)_
13 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
le, Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
? Yes 0 No ? Yes 0 No
if. is payment into a mitlgation bank or in-lieu fee program proposed for mitigation Yes No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ---
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ? Yes No
below.
ih. Is the project located within a NC DCM Area of Environmental Conoem {AEC)? ? Yes No
2. Project Information
2a. Name of project: Woodward Farm Streambank Stabilization
2b. county. Alleghany
2c. Nearest municipality t town Sparta
2d. Subdivision name, NIA
2e. NGDdT only, T.LP. or stale N/A
project no:
3. owner information
3a. Name(s) on Recorded Deed: Maurice P, and Dolores Woodward
3b. Deed Book and Page No. Deed: Book: 117 Pg. 707
3c. Responsible Party (for LLC if I WA
3d. Street address, 1548 Brookfield Road
3e, City, state, zip: Sparta, NC 28675
3f, Telephone no.: [phone]
3g. Fax no.: NIA
3h. Email address: NIA
Page ] of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
49. Applicant is, ® Agent ? Omer, specify.
4b. Dame: ---_--
4c. Business name
4d. Street address:
4e_ City, state, zip:
4f. Telephone no_:
4g, Fax no_:
4h. Emai I address:
5Agent/Consultant Information (if applicable)
5a. Name: Chris Huysman
5b. Business name Wetland and Natural Resource Consultants
5c. Street address: I PO Box 1492
5d. City, state. zip Sparta. NC 28675
5e_ Telephone no.: [phone]
5f. Fax no.: NIA
5g. Email address: [e-mail]
page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID),
11b- Site coordinates (in decimal degrees)'
1c. Property size:
2. Surface Waters
2a. Name of nearest body of water (stream, river. etc.) to
proposed project: - -- --
2b. Water Quality Classification of nearest receiving water'
2c- River basin:
3481398751
Latitude: 36.532823
(DI) DI)DOM)
194-53 acres
LT Little River
Longitude: -81-10022
(-DD. DDDDDt)l
C 10-9-(6) Little River b/w Sparta Lake and HWY 18
New River
3. Project Description -----
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application'
Agricultural lands used for grazing and hay production.
3b. List the total estimated acreage of all existing wetlands on the properly
30- List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3,884
A Explain the purpose of the proposed project:
Voluntary streambank stabilization using bioengineering and stream restoration techniques. Streambank instability is
resulting in excessively high erosion. Most of the stream work will occur within an open pasture but a small portion of the
right streambank looking downstream is a forested area which mil be minimally disturbed. Forested riparian buffers will
be established in the field areas as part df this project, Muniflora rose will be managed in the project area, Partial funding
is provided by NRCS through EQUIP to reduce soils loss and improve water quality for fisheries. The permitted plan will
be reviewed by NRCS prior to implementation. The project intent is to provide the stream with an appropriate bankfull
cross-section, stable streembanks and forested riparian buffers. --
3e- Describe the overall project in detail, including the type of equipment to be used,
The attached schematics depict the design concept for the locations of ouctures and grading objectives Typicals are
provided for each:: NRCS staff have conducted field inspections of the site. Instream work will be conducted by
Backwater Environmental: see attached Backwater statement of qualifications and equipment list. The contractor will
maintain all equipment to the highest standard- The contractor will work in the stream where there is danger of removing
or harming existing forested buffers and will work from the streambank where there is no forested buffer, The exception
being that the equipment must be in the stream to install structures below the bankfull elevation. Streambanks will be
mud-ied and matted, Trees will be established within a 25 foot buffer and will be tubed In accordance with NRCS
standards; proposed vegetation includes but is not limited to : ache. black walnut, sycamore,
will whitet pine.
gum. black cherry and willow; all which are commonly found in the region. The applicant produce drawing
showing the locations of structures and representative crossectional areas,
Page 3 of 11
PCN Form - Version 1-3 December 10, 2008 Version
4. Jurisdictional Detenminations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property
project (including all prior phases) in the past?
Comments; Wetland have been delineated in the project area
for two reasons: 1) all wetlands will be avoided during Q Yes ? No ® Unknown
construction so as to avoid temporary impacts that would
need to be mitigated and 2) wetlands are boggy in nature
and equipment would get stuck in the areas and reduce
project efficiency-
4b, if the Corps made the jurisdictional determination, what type ? preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company; WNR
Name (if known): Chris Huysman Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation-
6. Project History
5a. Have permits or certifications been requested or obtained for yes ® No ? unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
® Yes C1 No
6b. If yes, explain.
The appllcant reserves the right to perform voluntary wetland restoration in drained agricultural field located adjacent to
the stream project Shouid the work be conducted, it will require the discharge of fill material into ditches and wetlands to
re-establish hydrology,
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1, Impacts summary
1 a, Which sections Were completed below for your project (check all that apply=
? Wetlands Streams - tributaries ? Buffers
Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f-
VlfeMand impact Type of jurisdiction
number- Type of impact Type of wetland Forested (Corps .404, 10 Area of Impact
Permanent (P) or (if known) DWQ - nor*-401, other) (acres)
Temporary
? Yea ? Corps
W1 ? P ? T ? No ?_ DWO
?Yes ?Corps
W2 ?P?T ? No ? DWQ
? Yes ? Carps
W3 ? P ? T ? No ? DWQ
?Yes ?Corps
W4 ?P?T ? No ? DWQ
? Yes ? Corps
W5 ? P ? T ? NO D DWQ
_
? Yes ? Corps
W6 ? P ? T ? No ? DWQ
2g. Total wetiand Impacts

2h. Comments: _
3. Stream Impacts
if mere are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. -- 3C. 3d, 3e, 3f_ 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
m length
t
rea
number - (PER) or (Corps - 404, 10 s
width (linear
Permanent (P) or intermittent DWQ - non-404,
Temporary (T) (lNT)? other (feet) feet)
S1 ®P ? T stabilization i UT Little River 0 PER
_? INT ® Corps
® DWQ 8 1,488
? PER ? Corps
S2 ? P ? T ? INT ? DWQ
? PER ? Corps
S3 ? P ? T ? INT ? DWO
S4 ? PC] T ? PER
? INT ? Corps
? DWQ
? PER ? Corps
S5 ?P?T
?INT
?DWQ
? PER [I Corps
S6 ? P ? T ? INT ? DWQ
A'rohd stream aRd tributary imparts 1.488
51_ Comments: Impacts are temporary in nature and there is no loss of function,
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to fakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually fist all open water impacts below,
4a, 4b. 4c_ 4d 4e.
Open water
impact number - Name of waterbody
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary (T)
01 ? P ? T
02 ?P?T v _
03 ?P?T i
04 ?P?T
4E Total open water impacts

4g. Comments:

S. Pond or Lake Construction
!
If pond or lake construction proposed, then complete the chart below.
5e
.
5a. 5b. 5c. 5d
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (mss)
number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded
i - -?_
P1 i
P2
5f. Total
59. Comments:
Sh. Is a dam high hazard permit required?
? Yes ? No If yes, permit I0 no:
5i. Expected pond surface area (acres):
5). Size of pond watershed (acres): j

Sk. Method of construction:
6. Buffer Impacts (for DWO)
If project Oil impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts re uire mft' ation, then ou MUST fill out Section D of this form.
ea. ? Neuse ? Tar=Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d 6e. 61. 6g.
Buffer impact
number -
Reason
Buffer
ti
iti
Zone 1 impact
(square feet)
Zone 2 impact
(square feet)
Permanent (P) or for on
ga
Stream name m
r uired?
Tem ra im ct
T 1
? ? Yes
81 ? P ? - - ?Yes
B2 ?P?T ? No
? ?Yes
B3 ?P?T

61. Comments: ? No
6h_ Total buffer impacts

-
` _..
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
Specifically descrlbe measures taken to avoid or minimize the proposed impacts in designing project
1 a
,
Stream stabilization will be conducted using bioengineering practices instead of riprap. The design uses customary practices
for natural stream desi n to ensure a stable project, A!I wetlands will be avoided.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques,
1b
.
All wetlands have been flagged and equipment will be prevented from entering the wetlands.. In stream work will be limited to
construction areas and specific locations necessary to install structures, The applicant has selected a qualified contractor to
install the practices

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ? Yes ? No
Impacts to Waters of the U.S or Waters of the State?
2b, If yes, mitigation is required by (check: all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this ? Payment to in-lieu fee program
project?
® Pemtittee Responsible Mitigation
3. Complete N Using a Mitigation Bank
3a Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-Ileu Fee Program
4a, Approval letter from in-lieu fee program is attached. ? Yes
4b, Stream mitigation requested- linear feet
4c. If using stream mitigation= stream temperature: ? warm ? cool []cold
4d. Buffer mitigation requested (DWQ only): square feet ?-

4e_ Riparian wetland mitigation requested: acres
4f. Noah-riparian wetland mitigation requested: acres
49. Coastal (tidal) wetland mitigation requested- acres

4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan,
Page 7 of 11
PCN Form -Version 1.9 December 10, 2008 Version
G. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWO
6a, Will the project result in an impact within a protected riparian buffer that requires ? Yes ? No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c, 6d. tae.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba) i
Zone 2
1 j 1 $
L
-
6f, Total buffer mitigation required: 11
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h, Comments:
Page 8of11
PCN Form - Version 1.3 December 10, 2008 Version
E, Stonmwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan

1 a. Does the project include or is it adjacent to protected riparian buffers identified [] Yes No
within one of the NC Riparian Buffer Protection Rules?
lb- If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ® No
Comments: There exists approximately 7 acres of impervious area in a 378 acre
watershed (2%). The impervious area on the Woodward parcel is less than 1 %.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? <0.01 %
2b. Does this project require a Storrriwater Management Plan? ? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: There exists less than 1 acre of
impervious area in a 184 acre parcel inclusive of rock roads and roof taps
2d. If this project DOES require a Stormwater Management Pian, then provide a brief, narrative description of the plan-
Certified Local Govemment
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stoninwater Review
roject?
urisdiction is this
ent's
hich l
l
3a. p
J
governm
oca
In w
Phase u
? NSW
3b. Which of the following locally-implemented stormwater management programs El USMF
apply (check all that apply): ? Water Supply Watershed
? Other:
3c, Has the approved Stomawater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Storrwater Program Review
? coastal counties
? HOW
4a. Whlcn of the following state-implemented stormwater management programs ap ply ? ORW
(check all that apply): ? Session Law 2006-246
? Otter.
4b_ Has the approved Stumwater Management Plan with proof of approval been ?
? Yes Na
attached?
S, DWQ 409 Unit Stormwater Review
Sa. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? [] yes ? No
Page 9 of i 1
PCN Form - Version 1.3 December 10. 2008 Version
F. Supplementary Information
1. Environmental Documentation (DYYQ Requirement)
1 a, Does the project involve an expenditure of public (federallstatellocal) funds or the [9 Yes [] No
use of public (federalistate) land?
1b. If you answered 'yes' to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
? Yes No
(North Carolina) Environmental Policy Act (NEPAISEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ? Yes No
letter.}
Comments: NRCS has no requirement for an environmental document.
2. Violations (DWQ Requirement),
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0504), Isolated
d
d Yes No
ar
s,
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Stan
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b_ Is this an after-the-fact permit application? D Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a Wil this project (based on past and reasonably anticipated future impacts) result in El Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative descri ption.
The project In no way supports development but rather improves water quality by establishing a stable stream system and
riparian buffer.
4, Sewage Disposal (DWQ Requirement)
4a, 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.
N/A
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
k R Fnriannarart Snacies and Designated Critical Habitat (Corps Requirement)

5a_ Will this project occur in or near an area with federally protected species or ' Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes No
impacts?
? Raleigh
5c if yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Bog turtle habitat is common in Alleghany County. All wetlands will tre avoided during construction in order to minimize
potential impacts to the species.
6. Essenfial Fish Habitat (Corps Requirement)
6a, Will this project occur in or near an area designated as essential fish habitat? ? Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)

7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation Yes No
status (e.g.. National Historic Trust designation or properties significant m
North Carolina history and archaeoiogy)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NRCS field study found no histonc or archeological resources..
8. Flood Zone Designation (Corps Requirement)
- - - --------------- ----
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes Z No
8b. If yes, explain how project meets FEMA requirements
8c. What source(s) did you use to make the floodptain determination? Alieghany County GtS
c
' 5/512010
,0J G?'O
d
istci r r
'
p anAM, ApplicantfAgent's Signature
N
Kintd Date
Agent's signature is valid onty if an authorization letter from the app"rit
is provided 1
Page I 1 of 11
PCN Form - Vcrsio•i 1.3 December 10, 2008 Version
Appendix 1. Woodward Farm Photos
Woodward Farm Photos
Woodward Farm
Cross-Section 1
Cross-Section 2
Woodward Farm Photos
Cross-Section 3
Cross-Section 4
Cross-Section 5
081 ° 08' 00.00" W 081 '06'00.00'' W 081 '04'00.00" W
o e ?? J o
Cl)
q??? - \\i'? ?C J 1 -''• , .? + ( o
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1 ?fa`
1*44
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O NOR, HH"CAROLINA cm)
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P 4m / A? r ?.y l ? ? ?) 9 c.-
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??JletOn ' -
`' r f Woodward -i1V CD
p
C\j
llew Haven, ,.Ye,', f ??' J? ?l ???r•.. " o
cV Farm C0
m / cro.a. m
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r. p7v,,' 'r IV .cem
n .. ,? -- - ?,., + .•`?j a t_ `?' r' . \ -? J }r !"' .. - .?.. _"
Magnetic Declination
y L \ ?I n? Y ! Z
1 ..
o \ k. " o
Q qpe t i O
° 'Spartan SCALE 1:48000 n M
0 1 2 MILES o
o - <
0 1000 2000 3000 YARDS
-. ,•, 0 1 2 3 KILOMETERS
7°W I
081 ° 08' 00.00" W 081 '06, 00.00" W 081 ° 04' D0.00" W
Copyright (C) 1997, Maptech, Inc.
r Woodward Farm
Aerial Project View
o (n
n
D !n to a E E `O ^ a E' 2 r. w' 9 E n T o . T lT a a 3 :1 'p N z
_
r 1 to O r
(T 00-
-
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DATE: REVISION'
Woodward Farm wm:t
Welland and Not-I R-urce ('on,Iu,[,
R.O. Bor 882 Cnmon, N.C. 28716
8'8-648-8801 PRELIMINARY PLANS
Overall Plan View n° °T s(F°aa(c°xt°° °n

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DATE: REVISION:
Woodward Farm
Existing Cross-Sections W, „U knmml Rc...... C,,-It I,
fl0. Dox Fez C-8-2 38716
With Proposed Stabilization Adjustments e38-6a-FFUI PRELIMINARY PLANS
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Woodward Farm DATE: REVISION:
WM1
Longitudinal Profile 'A land and Natural Resource Cons IIWILC --
PA. B- 882 Canton, N.C. 287111
Entire Reach 928.64".9901
PRELIMINARY PLANS
00 NOT USE fOa aECONSTRUCTON
RANDOM BOULDER PLACEMENT
Plan View
NOTE Place Boulders in the middle third of the Aeftedvmdthofthestream
to prevent flow deflection into the streambanks
Section View
idormal Water Level r.
Stream Bottom
NOTE Bouldershould belarge enough noltobedisplaced duringhigh flowperiods.
HALF LOG STRUCTURE
Plan View
Section View
Normal
Water Leve?
•? Ripped
LO ? Half Lag
8" Spacer
Log
Stream Bottom I
I
.Rebar
Profile View
Normal
Water Level
d' Ha if Log
rww?
Spacer Log
Stream Bottom i I
i iRebar
MOLE LOG STRUCTURE
-°"' a.-
Plan View

Profile View
Section View
Normal
! r_L .el v
Whale
Lr?r
Spat or
Log
Stream Bottom I
I
!Reb ar
Normal
water Level
1a4? T- 4'whole Log
Spacer Log
Stream Bottom
Rebar
STONE DEFLECTOR
PI.3n iF,�%-,r
30 Dep oes e0 Depreet
F r am Ste aft ank F ram St e a mba rk
Roo
--tom
90 Deprr�a
Sectaon View
Normal
Water Level
Stream Bottom
STONE DEFLECTOR WITH SINGLE LOG
Plan VIP'rr
30 Degrees—`—
FramStreambarM Frem freambank
I tow
40 De gr aes
Single Log
Buried In Rock
Section View
Normal
Water Level w
Single Log
Stream Bottom

LOG FRAMED STONE DEFLECTOR
Plan View
Main Ling :>, Brace Log
Purjµ,d In Trench Buried In Trench
vi+rt1'r W Ah Rock
30 Degm f t3o [,spree.
C r®m StrPambjn F rum Stroarr h.1m
Main Log
I LOW
Logs Pinned At Tip
With Rebar
Normal
Stream Bottom
Brace Log
Ao Degrees
r 1? X-A
Brace Lug
Buried In Trerich VV rth Rock
IMPROVED OVERHEAD COVER DEFLECTOR
Plan View
t#- ,' Brace Logs
Buried In Trench
With Rock
60 Degrees
F iom Sheambank
2 Brace Logs
'? NC}TE Rock omNed for clarity
90 Degrees
Normal
Water Level
Stream Bottom
t-? -
Brace Logs
Burled In Trench W ilh Rock
STACKED DEFLECTOR
Plan View
Sai Log
j?
t `^? i (I1 N ceded
y-?,Brace Log And
!k Stack Log
9uriedln Trench
'NJAh Rork
80Fo'CQe;:
mm SaeamLank
gate Log
E Rock Omitted tot clarity
90 Degrees
Stack Log
NOTE Logs pinnedtogethervoithret)w
Section View
Normal
Water Level s
Stack Lag
Stream Bottom

Brad Log And Stack Log
Buried In TrenchWRhRock
Brace Log
BRUSH 0EFLECTOR
Pan Viev
BIUS'lo 3cndle
u I f"O.'.
S tat -.,s
E1 91) Stirc - vl-e anDtink
I?Ormal 1I,
i
Ehaw Ecitom -. `
MOT= -hriamps:,.rvUru-:*rhurldlt;atlJCh(AIlprlWl(!G TdI(-(Ahi,,Ah(Tbufr,OS wArfdrPool i
RWov,, can nr ratir, riwnrl, fYr no Intoa
SINGLELOG VANE DEFLECTOR
Plj^l view
W -O Drp ... ' ?? 4;tl ? n l a r In Tnm h
F'.MSe.:m .h. b'Ah Large Rock
1rh 4..
1407 Cam bare a fame rock at tia a<_ a arace
SLL11UTI Vwvd
To P.,),r tf M,4"9mix Of `If
6r E x 8vled 1,i Tvaxh
tine: ffil Ni l•7 6Y1h LaR73 ?OC:

MULT14-OG VANE DEFLECTOR
Plan View
Air
r
ZU • 30 Degrees
From Sth St?arr, Butt Ends Buried In Trench
With Large Rock
Top
0 Loa Pinned To Both Base Logs With Rebar
rww Y
NOTE Top log sits in the saddle formed by the 2 base logs.
Section View
Trenched Mrrkmum Of 5 1
Norn-.al
vvatei i a,
/ a r
A-. wA,?- 71
?. ?? p F+utt Ends Burred in Trench
Stre.;r?s? ;a,I;u:n With Large Rock
ROOT WAD DEFLECTOR
Plan View
I to vy
r
1
Root Wad Trunk 13rrrred
i in Trench With Large Rock
1
t
NOTE Can be placed asa single deflector, or overlapping asshovm
Secbon View
Normal
Water Level rn"Mol b'Uad Trunk Buried
Trench With Large Rock
Stream Bottom
SINGLE LOG VANE COMBO DEFLECTOR
Stan `r:evv
,-H wk AddaJ
i
NOTE' -ngle lap Wd •ca..wac trjhk
buo@d in Irenchwill larva rock-
Sector View
J-Moa-, Added
Focter Rocks

ROCK VANE DEFLECTOR
Plan View
Exlenc INo
Sireambank
f "•
r 5 r
20 -3a Degfces ? _ -
y
Fetal stfa ambzAk 1, 3 Bank-tub b1Gidt.l
F col er Ric KS
rww r
Section ViEw
Exlvnd Into
Stre arrlb enk
8 a w-dull
4NStert.eael?, y??r-.,`?
1aie Leval , f ..?
svv4rr #??Ibarc t 't F001BfRSCkS
J-HOOK ROCK VANE DEFLECTOR
F i2 n 'v'i ?uJ
Ex;end Irilo
Strvainhank
r ? r
"?'' ',??}°?44' r !f3 t3ank-rull4u?rlsh '
to mrualu6: ®:y
T'f oot?t R]tks
'-LD=t.. tr3 0anKulI VYCh
t
Se_tcn View
ExIend IrIC
5fr warn bsnl!
Ear+k•full
Vdater 2u el - - ti
Norma'
2 7 Ivct
VVaterUovvl .• _ t _ ,
ilk
CD
glca??9atlurn f A _.'? .t _• 'tl Fodto!R0Clio
ROCK CROSS VANE
(LC W FLCVJ CHAI^INEL STRUCTURE)
Plan view
ExtendIrr.o
Sl23°T7b art k
.r -
20-X®egree 1.3 t3?nk•TUIIWir_th
r tom vat s.m4ark
n wr ! -
FC,OtEi RQMIS
-1r= Banp,-TuIA Id 1b
_r
r3= Jion Flew
Ext=no into
?;r8amurk
r
F
/t-octe rocks
LOG CROSS VANE
(LOW FLOW CRANNEL STRUCTURE)
Plan View Logs Burled In Trench
With Large Rock

20• 30 Degrees if? Bank-full Width
From Steambark 1
:,+as Pruned Together
h,fIh Rebar
T
113 Bank-fullWidth

Section View
Bank-full
'NaterLevei_
Water Level y!t

Stream Eoittnrr, i
WATER JACK
With Downstream Wings
(LOW FLOW CHANNELSTRUCTURE)
Plan View
Nader Log r 1ti
1" X 8" Hemlock Plank Downstream Waig: Stone
At 20 - 30 96 Slope
_ M a u-i Lo
IIOW
-~ F "rrnihed For Clarity
Vertical 1" X 8" ! Downstream Wing:
HernlotkPlankin-i ' ir-rit.1roved Overhead Cover
NOTE flan lag, narlerlog, wing logs, and brace logs
boned in trench with large rock
`,ectlon View
Li
T...J 1
?' -7-Z -7
B RO OKI E W ATER JACK
? JJ47 F L..'w r, FA VILE L S TRV 4 "C U fi€?
P.on yi -- gv
klokr Lng (?6n?d `•r
i4y hTwnchl+Yf,hLarqu PU.k
f" F f' ?Iv'nurk F6ank:i7 4 '''_
{ - LOW Flow HOtch
f10 N
ll: J
rfo-E F?Tion p6r.hlrog keyed lnt0 strearn fVtcm
@Ctl Ofl ?!P`:G
Nan I_oq bu+tEd In
Trgner &ilh -r J^ Pe -k
"'- -r v, FIrwNotrr; "

MUD SILL CRIB9ING
F arl'?.':af
?L-3J . f10: k ? s ,
INh;Aron °11 Xgs gun: i
'.•e T-ev 116vth U,nj it, Pk rk
;Yrl•.
P-5 is i• ih.o
wi ?J ?- 1Nd?* 5! w
.rng Loq
;•y ?:akF?a??na
W.TE h1i]€i ciumnq ansmlctec• n1; h sec:lOns

v'Jiri.1 L.0¢
a
W ri4;.idS•11LaosSued
8-.PE aT Eo"om In Treroch wr v -nmE Rtck
0

Z V?.
MODIFIED MUD SILL CRIBBING
Plan View
Rill Inn?Trannherl
Downstream Extended
Sill Log
Section View
Face Logs
Normal °r rw Silt Logs Trenched
Water Level rr Into Streambank
? ft Rebar
Stream Bottom
BANK COVER CRIBBING
Plan View
Rock Orrutted For Clanty
Main Log And Frame Log
1 Buried In Trench
Main Lod ''fait Large Rock
F came LAg
NOTE 2"X 6' oak plankirg driven into streambank
Frame Log
Normal
Water Level -+
Main Log
6' 00131anking
1 Driven Into Streambank
am
*,, NOTE- Sall Logs Should Be Placed Every 15 ft
STONE CHANNFL BLOCK
Pl?ll 'V IC',Y
so?iPRork ' „. :ranna( .
far -Fn Rt:k
FLOW
-0_
Moir, Ghaor)A
`JGIF {:hatrt?lhk1(.kE:rillk'rM%.. Iranwurn?rLngs.'?i,?man=?.
?Pr"1?1' ?dIP.H,
Nnnml
,Nate' _Awel a tti? -
,Onvm CvlGpm _.._r-_-1 v a:e C r, rne.
FAl =ar•:
LOG FRAME CHANNEL BLOCK
Fl 3'I t,r e w
'449t Loge BurlP(J
Tre-Khr^f1h_a?leFo:k Ic t 2wnnd ,
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