20140602 Ver 1_401 Application_20140614

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20140602
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Skinner Property - Elk Creek Bank Stabilization
2b.
County:
Watauga
2c.
Nearest municipality/ town:
Boone
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Myra F. Skinner
3b.
Deed Book and Page No.
742/541
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
8810 Elk Creek Rd.
i)A ..
Stow r E�rencn
3e.
City, state, zip:
Deep Gap, NC 28618 -9599
3f.
Telephone no.:
828 -265 -2365
3g.
Fax no.:
3h.
Email address:

4.
Applicant Information (if different from owner)
4a
Applicant is
® Agent ❑ Other, specify
4b
Name
Property'identification no (tax PIN or parcel ID)
4c
Business name
(if applicable) -
Site coordinates (in decimal degrees)
4d
Street address
4e City, state, zip
1c
4f
Telephone no
2.
4g
Fax no
2a
4h
Email address
5.
Agent/Consultant Information (if applicable)
5a
Name
John Vilas
5b
Business name
(if applicable)
McGill Associates, PA
5c
Street address
3764 Rominger Road
5d
City, state, zip
Banner Elk, NC 28604
5e
Telephone no
(828) 29716946
5f
Fax no
5g
Email address
John vilas @mcgdlengineers com
B.
Project Information and Prior Project History
1.
Property Identification
1 a
Property'identification no (tax PIN or parcel ID)
2868170287000
1b
Site coordinates (in decimal degrees)
Latitude 36 16349 Longitude. -8f 50365
(DD DDDDDD) ( -DD DDDDDD)
1c
Property size
1 3 -ac
2.
Surface Waters
2a
Name,of nearest body of water (stream, river, etc.) to
Elk Creek
proposed project
2b
Water Quality Classification of nearest receiving water
B, Tr, ORW
2c
River basin map is available at
Yadkin River
http / /h2o,enr state nc us/admin/maps/

3.
Project Description
3a
Describe the conditions on the site and the general land-use in the vicinity of the proiect•at4the time of this
application
The Project Site includes approximately 275 If of streambank (right bank) along the southern side of Elk Creek on the
Skinner'Property The Skinner Property is located ,on Elk Creek Road near the intersection with Powder Hom Mountain
Road The,Skinner Property'includes a 1,300 sf residencerwrth septic drainfield and pnvatewell, and the property abuts
Elk Creek for approximately 580 lin -ft just upstream of the confluence of Elk Creek with Laurel Creek Almost the entire
site is,wrthin•the 100- year'floodplain of Elk'Creek, there is no mapped'floodway Over the past 10 years the right bank of
Elk Creek has eroded into the Skinner's property resulting in property loss and creating a concern over future damage to
an area containing' the septic dramfield and well A earthen berm currently protects the well and septic area from
overbank flooding According to the owners, this berm used to beset back�8 to 10 feet from the stream bank but =now is
the stream bank and 'is actively being undermined, and eroded Two large gravel bars have formed during the past 10
years or so as the channel has widened into the Skinner's property
General land use in the vicinity of project is undeveloped, agricultural, and low density single family residential
3b
List the total estimated acreage,of all existinq wetlands on the property
0 -ac
3c List`the total estimated linear feet of all existing streams (intermittent and perennial) on-the propert y
580 lir -ft of Elk.Creek and 230 lm -ft -of Laurel Creek
3d
Explain the purpose of the,proposed project
The purpose of the Skinner Property protect is to,rebuild and stabilize approximately 275 Irn`ft of streambank along the
right bank of Elk Creek °in order to protect and preserve property and prevent permanent damage to the well an&septic
area
3e
Describe the overall uroiect,in detail, including the type of equipment to be used
The proposed bank stabilization work will involve approximately 275 lin-ft of the right bank (south side) of Elk Creek on
the applicant's property
Proposed bank stabilization work will include installation of two large boulder J -Hook vanes with boulder toe stabilization
providing added bank protection between the vane structures Existing, vertical stream banks will be graded to a flatter
angle to allow for vegetation establishment Recently deposited gravel bars will be removed' or regraded into the point
bar, some of the material will be used to backfll around the rock vanes The existing.berm, will ,be shifted back, away from
the stream to allow for creation of'a 6 to 10 foot -wide bankfull bench in the area of °the existing berm The proposed work
will involve mostly temporary impacts,wrth permanent fills limited to the two rock vanes Site,condrtions will be restored to
an improved state at the completion of'the project Following grading work, coir mat 40 or equivalent will be installed
along lower bank sections ,Disturbed areas will be seeded'with a temporary erosion control seed mix and over seeded
with native riparian seed mix (ERNST -304) from Ernst Conservation Seeds or similar Please refer to attached
Streambank Stabilization Plan Sheet, Cross Section-Views, and Photo SheetJor details and notes
Trackhoe, loader, dump trucks will be used for most',of the site work; -the construction phase is expected to last
approximately 2 -weeks
4.
Jurisdictional Determinations
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?
❑ Yes ® No ❑ Unknown
Comments USACE has completed a site visit and verified
jurisdictional waters on project site
4b
If the -Corps madethe jurisdictional determination, what,type
❑ preliminary ❑ Final
of determination was made?
4c
If yes, who delineated the junsdictional areas?
Agency /Consultant Company ENV -ECS, Inc
Name (lf known) Sean Martin andJohn Was
Other
4d
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation

S.
Project History
5a
Have permits or certrIfications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b
If yes, explaimm detail according to' "help file" instructions
6.
Future Project Plans
6a
Is,this a phased project?
❑ Yes ® No,
6b
Ifyes, explain

C. Proposed Impacts Inventory
1. Impacts Summary
1a Which sectionswere completed below for your project (check all that apply)
❑ Wetlands ®, Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Wetland Impacts
2a
'2b
2c
2d
2e
2f.
Wetland impact
Type of jurisdiction
number —
Type of'impact
Type of wetland
Forested
(Corps -404, 10
Area.of impact
Permanent (P) or
(d known)
DWQ — non -404, other)
(acres)
Temporary
_
W1 ❑ P ❑ T
❑Yes
❑ Corps
❑. No
❑ DWQ
W2 ❑,P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3, ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑'T
❑ Yes
El Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ No
❑ Corps
❑ DWQ _
W6 ❑ P ❑ T
El Yes
El Corps
❑ No
❑ DWQ
2g. Total,wetland impacts
2h Comments
2. Stream Impacts
3a
3b
3c
3d
3e
3f
"3g
Stream impact
Type of impact
Stream name
Perennial
Type of junsdictiom
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary m
(INT)?
other)
(feet)
feet)
S1 ❑ P ® T
Bank stabilization
Elk Creek
®, PER
❑ INT
® Corps
®` DWQ
50
275
S2 [:1 P El T
[:1 PER
❑Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
PER
❑ PER
[I Corps
El
❑ DWQ
S4 ❑ P ❑ T
❑'PER
11 Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S7 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑, DWQ
3h Total stream and tributary'impacts
275
31 Comments S -1 is a temporary impact associated with bank stabilization work from bank'grading

3. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then indim ually list all open water impacts below
4a '
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(d applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (R) or
Temporary
01 ❑P ❑T
_
X02 ❑ P',❑ T
03 ❑P ❑T
04 ❑ P,❑ T
0. Total open water impacts
4g Comments
4. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use,or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g Comments
5h Is a dam high hazard permVegwred?
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface,area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer,impacts
below If an ,ampacts require mitigation, then you,MUST fill outSection D of this form
6a.
❑ Neuse El Tar-Pamlico El Other
Project is in which,protected basin
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary (T)
impact
_ _
required?
131 ❑ P,❑ T
❑ Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61-,Comments

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
With the streambank stabilization, temporary impacts will'be short term and minimal The goal is to improve overall water
quality by addressing the erosion and bank instability concerns
b Specifically describe, measures taken to avoid or minimize the proposed impacts through construction,techmques.
To the extent possible equipment will operate from the bank, construction of the rock vanes will require some in- stream
work, equipment will also need to cross the,creek to�shape,the point,bar on the left bank Disturbed areas of the
streambank wdPbe stabilized immediately following completion of grading
2'. Compensatory Mitigation for Impacts to Waters of the U:S. or Waters of the State
2a Does the project require Compensatory Mdigation,for
impacts to Waters of the U S or Waters of the State?
❑ Yes ® No
2b If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c If yes, which mitigation option,wdl,be used for this
project?
❑ Mdigation,bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete,if Using a Mitigation Bank
3a- Nam&of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments No Banks available in HU
4. Complete if Making a Payment to In -lieu 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 Non - riparian wetland mitigation requested-
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5. Complete if Using a Permittee Responsible Mitigation Plan
5a If usrng,a permittee responsible mitigation plan, provide a description,of the proposed mitigation plan

6. Buffer Mitigation (State,Regulated Riparian Buffer Rules) — required'by DWQ
6a Will the project result in an impact within a protected ripanan,buffer that requires
[:]yes ® No
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information
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
6e.
Zone
Reason for impact
Total,impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
15
6f Total buffer mitigation required:
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-heu fee fund)
6h Comments

'E. Stormwater Management,and Diffuse Flow`Plan (required by DWQ)
1. Diffuse Flow Plan
la Does the protect 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'mcluded? If'no, explain why
❑ Yes ❑ No
Comments
2. Stormwater'Mana ement Plan
2a What, is the overall percent imperviousness of this protect?
NA
2b Does this protect require a Stormwater Management Plan?
❑ Yes ® No
2c If this protect DOES NOT require a Stormwater Management' Plan, explain why
Stormwater rules are not applicable to a stream bank stabilization protect using a Nationwide Permit #13 (WQC #3885).
as there are no sto6nwater requirements with these permits There are no stormwater requirements for the Skinner
Propertyprolect under Land Quality rules
2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
❑ Certified Local Government
2e Who will be responsible forthe review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a In which local governments jurisdiction is this project?
Watauga County
❑ Phase II
3b Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. ,DWQ Stormwater Pro ram Review
10 Coastal counties
❑ HQW
4a Which4of the following state - implemented stormwater management,programs apply
❑ ORW-
(check all that apply)
❑ Session Law 2006 -246
❑ Other
4b Has the,approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
S. DWQ 401 Unit,Stormwater Review
5a 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 11
,PCN Form— Version 1 3 December 10, 2008 Version

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a
Does the project involve•an expenditure of public (federal/state/local) funds or the
❑ Yes
® No
use of public (federal/state) land?
1 b
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the,regwrements of`the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing Houses (If so, attach a copy,of the,NEPA,or SEPA final approval
❑ Yes
❑ No
letter`)
Comments:
2.
Violations (DWQ Requirement),
2a
Is the sde,in violation of DWQ Wetland Rules,(15A NCAC 2H, 0500), Isolated
Wetland Rules,(15A NCAC 2H 1300), DWQ Surface'Water or Wetland Standards,
El Yes
® No
or Riparian Buffer Rules (5A NCAC 2B 0200)?
1
2b
Is this an,after- the -fact permit application?
❑ 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
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, whicNcould impact.nearby,downstream water quality?
3b
If you answered "yes" to the above, submit a qualdative,or quantitative cumulative,impact analysis in,accordance with the
most recent DWQ policy If you answered "no," provide a short narrative,descnption
4.
Sewage Disposal (DWQ Requirement)
4a
Clearly detad,the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
'No new)septic orsewage elimination systems to be createdifrom proposed project
Page 10 of 11
PCN Form —Version 1'.3 December 10, 2008 Version

5. Endangered Species 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?
El '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?
http. //www.fws.gov /raleigh /species /Cntylistlwatauga.htmi
S. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area.designated as essenbal,fish�habitat?
❑ Yes ® No
6b. What °data sources did you use to determine whether your site would impact Essential Fish,Habitat?
http //www habitat.noaa goy/ protection /efh/habitatmapper.html
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
govemments,have designated as having,'historic•or cultural preservation
❑ Yes ® No
status (e.g , National Historic Trust designation or properties,significant in
North Carolina history,and archaeology)?
7b What dat&sources did You,luse to determine whether Your site would impact historic or archeological resources?
http //gis ncdcr gov /hpoweb/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA - designated 100 -year floodplain?
® Yes ❑ No
8b If yes, explain how project meets FEMA requirements- Floodplain Development Permit from,Watauga County must be
obtained prior to construction
8c What source(s) did you use to make the floodplam determination? littp //floodmaps.nc.gov /fmis/Map aspx
Applicant/ enY Printed Name
Date
pplicant/Agent's Signature
(Agent's signatur is,valid only if an,authonzation letter from the;applicant
is provided

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Tile underaigned; °` J� °ProR Y'owners bf ft,abdve,hotW Prp ff do heretiyrxautfwrize:
_ (Contractor % i�gerrt)� T j' _= s :(iVame�of`oonsuiting
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is `permit or- berdficaUpmarid any afid ±all §tandard -,and, speaal, ooniiit ons atradied: - _
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Property "t urier`s'Address'(W diffe `ent than`property ati_ ove)
-
Telephone:
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SoillMap—Watauga County, North Carolina
Map Unit Legend
Skinner Property
All :ZU '�' & z V-' V, .
ounK orth ft-E� W
1(;�a N
r1wifiliu
A
ChF
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09
273%
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DeB
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1 9
609%
to 5 percent slopes,
occasionally flooded
RdA
Reddies loam, 0 to 3, percent
04
11 8%
slopes, frequently flooded
Totals4or Area of Interest
3.1
100.0%
uSDA Natural,lResources Web Soil Survey 5/12/2014
3—" Conservation Service 'National Cooperative Soil Survey Page '3 of 3

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NC_ DWQ Stream Identification Form Version 4.11
Date: Project/Site:
S���ner
Evaluator. 5 �� County:
Total Points:
Stream is at least intermittent Stream Determination (ci
if a 19 or perennial if a 30• �v Ephemeral Intermittent f
Latitude:
Longitude:
Other t^ kt - Gfed%
e.g• Quad Name:
h. %zeomo nol Subtotal = `
1H Continuityofchannel'bed and,bank
2. Sinuosity of channel along thalweg
3. Iri- channel structure: ex, riffle -pool, step -pool,
--ripple-pool se uence
Absent
Weak
Moderate
Strong
- 0
0
0
1
1
1
2
3
2
Q
46,Ridiclwsize ofstreawsubstrate
S.,Advefrelict;floodplain
6.,Depositional bars or benches
7. Recent'alluvial deposits
8. Headcuts_
9. Grade,control
10- Natural valley
11. Second or greater order channel
a
artrfiGal dNrhae,2in nnf en►e.�• r —._ :___
Q 1
0 d
0 1
0
1
0 0.5
0 0.5
No = 0
2
2
3
3'
2
3
2
g
Ep�
1
Yes
B: Hydrology Subtotal - S .._ .....- .•..o.
12. Presence of Baseflow
0
13.�Iron oxidizing bacteria -
1
2
14, Leaf litter
2
15. Sediment on plants or debris
0
0.5
VYes
16. Organic debris lines or piles
U
1
17. Soil -based evidence of high water table?
0
No = 0
1
C. Biolo Subtotal -= los
h 18. Fitirous roots in streambed
19. Rooted upland'plants,in streambed
2
1
0
20,'Macrobenthos (note diversity and abundance)
0
2
1
0 -
21. Aquatic Mollusks
0
1
'2
3
22. Fish
0
0:5
2
3
23. Crayfish
0`._
1'
1.5
24.,Amphibians
0 .5
1
1:5
25. Algae
1
_
1.5
26. Wetland plants in, streambed
_
0.5
1
--
1.5
'perennial, streams may also be identified using other methods. See 0 35 of manual.
FACW =,o.75; OBL =1.5
Other —
Sketch:

Skinner Property —Photo Sheet
gravel bar on right, upper rock vane will start
near leaning tree in center of photo
Looking from left bank toward severely eroded right
section of right bank, gravel bar in foreground.
View of gravel bar to be removed (looking
downstream) The previous left edge of water and
point bar is just left of center, left side of cutoff
channel.
Looking downstream gravel bar on left and
eroded bank is on right, cutoff channel is visible
Close up view of eroded bank, well and septic area
is in low area behind bank.
View of existing berm along right bank, low area
containing the well and septic field is visible on
right of photo. Severely eroded bank is along left
edge of grass. The berm will be shifted right to
create a bankfull bench.

McGill Assoc Environmental
Construction Notes:
Skinner Property - Bank Stabilization Project
J -Hook Vanes: Shall be constructed in accordance with Char -Meck detail provided and
the following specifications:
• Use large flat sided angular boulders typical,4'x3'x2'
• Footer rocks.shall be installed below streambed to a depth no'less than 1.5 x
height of header rock over existing streambed
• Vane arm length shall be,35 to 40 feet -long
• Vane arm angle to bankfull shall be 20 to 25- degrees
• Vane arm slope shall be 3% to 4%
• Vane arm shall intercept bank at roughly 3/4 bankfull
• A roughly 6 foot -long floodplain sill shall be installed perpendicular to the bank
from the vane arm intercept point
• Non -woven filter fabric (Mirafi 180N or equivalent) shall' be used to seal the gaps
between boulders and coarse backfill of the vane arm. There shall be no filter
fabric.visible in finished work, edges shall be folded, tucked or trimmed as
needed.
• Coarse backfill of the vane arms shall consist of a gravel/cobble blend obtained
from trench excavation for vane, install to height of header rock and tie to bank
• All disturbed.areas of the riverbank shall be graded smooth with slope toward
river, seeded in accordance with schedule, and covered with Coir Mat 60 or
equivalent. Install mats in accordance with manufacturers specifications with
matting edges trenched or neatly secured around boulders. Do not trench in areas
where tree roots will be damaged.
• Total length,of left bank to be disturbed not to exceed.225 linear feet.
Gravel 'Bar:
• Gravel bar located across from,severe eroded bank to be removed completely,
excavated material to be used to backfill J -hook vanes.
Point Bar:
• Following completion ofJ -hook construction and gravel bar removal, contractor
is °to shape point bar to slope from Thalweg to tree line at a maximum 5% grade.
Existing shrubs and saplings to be saved.
Boulder Toe Stabilization: (between rock vanes) Shall be constructed ,in accordance with
detail providedrand the following specifications:
• Use angular boulders 2'x2' to 3'x3', smaller boulders may be used to backfill large
boulders.
• Boulders shall be trenched into streambed a minimum of 1.5 feet.
Skinner Bank Stabilization
Construction Notes 1 of 6/10/2014

McGill Assoc Environmental
• Non -woven filter cloth Mirafi 1'80N or equivalent (8oz.),shall be installed
between soil bank and boulders. Backfill boulders with coarse riverbed material
excavated from trench to eliminate voids
• All disturbed areas of the riverbank shall be graded smooth with slope toward
river, seeded in accordance with schedule, and covered with Coir Mat 60 or
equivalent. Install mats in accordance with manufacturers specifications with
matting edges trenched or neatly secured around boulders. Do not trench in areas
where tree roots will be damaged.
• Total length of Boulder Toe Stabilization reach not to exceed 150 linear feet.
Tree Protection: Tree protection is an - important part of this project: Contractor shall use
care when working around all trees. Only those trees specifically marked for removal
shall be cut or removed.'Trees along the riverbank with exposed roots shall be preserved
to the extent practically feasible.
DIMENSIONS FOR J -HOOK DETAIL
(modified Char -heck detail)
Dimension
Typical
Unit
Specification
Description
X1
Ft elevation
TBD
Vane arm intercept control pt elevation
X2
Ft(elevation)
TBD
Pool control,pt elevation
X_3 _
Ft.
60-,70
Bankf ill width of channel
,X4
Ft
NA
Max scour pool depth
X5
Ft
35 -40
Vane arm length
X6
In
2 _ _ _ _
D50 of coarse ba_ ckfill
X7
Ft
6
Length of flood lain sill
X8
Degrees
20 -25
Vane arm angle with bankful_l
X9
% reference
374 BKF
Difference between bankfull and vane arm
intercept point
X10
% slope
3=4
Vane arm slope
All
Ft
4 -5
Boulder length
°X12
Ft
3
Boulder width
X13
Ft
2 -3,
Boulder thickness
X14
I in
minimal __�Gap
width
Skinner Bank Stabilization
Construction Notes 2 of 2 6/10/2014

I
Skinner Property - 'Elk .C!reek
Bank Stabilization Project
Typical Detail
Shi
Existing
Ground
Proposed Grade
Stabilize With Erosion
Control Mat
Filter Fabric tnon -woven heavy)
Shall Be Placed Under Souldere
Detail for Boul
Prepared By:
McGill Associates. Environmental,
ea
Plant ,Pith Erosion Controi Mix
Ksrseed pith native erase
Stabilize with, Coir Mat
Bankfuli
Eroded Bank
FlOp Level
Proposed Boulders Install
1.8 to 2.0 Feet Below
Streambed
der Toe Protection
Not To Scale

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