20201240 Ver 1_401 Application_20201110

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Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
d Yes
4 No
Is this project a public transportation project?*
0Yes 4No
Change only if needed.
BIM # Assigned *
Version#*
20201240
1
Is a payment required for this project?*
d No payment required
What amout is owed?*
d Fee received
O $240.00
d Fee needed - send electronic notification
4 $570.00
Reviewing Office* Select Project Reviewer*
Asheville Regional Office - [phone] Andrew Moore:eads\awmoore3
Information for Initial Review
1a. Name of project:
Big Lost Cove Creek Bank Stabilization
1a. Who is the Primary Contact?*
Andrew Bick
1b. Primary Contact Email:*
and rew@h eadwaters-eng. oom
Date Submitted
11/10/2020
Nearest Body of Water
Big Lost Cove Creek
Basin
French Broad
Water Classification
C; Tr; ORW
Site Coordinates
Latitude:
35.748463
Pre -Filing Meeting Information
ID#
20201240
Pre -fling Meeting or Request Date
10/27/2020
Longitude:
-82.213533
Attach documentation of Pre -Filing Meeting Request here:*
20201240 Ver 1_PreFiling Meeting Not Required Emaii_20201023.pdf
A. Processing Information
County (or Counties) where the project is located:
Yancey
1c. Primary Contact Phone:*
[phone]
Version
1
371.6IB

Is this a NCDMS Project
4 Yes d No
Is this project a public transportation project?*
0Yes 0No
la. Type(s) of approval sought from the Corps:
® Section 404 Permit (wetlands, streams and waters, Clean Water Act)
❑ Section 10 Permit (navigable waters, tidal voters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
O Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
® Nationwide Permit (NWP)
❑ Regional General Permit (RGP)
❑ Standard (IP)
1c. Has the NWP or GP number been verified bythe Corps?
0Yes ONo
Nationwide Permit (NWP) Number: 13 - Bank Stabilization
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
® 401 Water Quality Certification - Regular
❑ Non-404 Jurisdictional General Permit
❑ Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
❑ 401 Water Quality Certification - Express
❑ Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
4 Yes d No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
0 Yes 4 No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
4 Yes A No
Acceptance Letter Attachment
1 h. Is the project located in any of NC's twenty coastal counties?
O Yes 4 No
1j. Is the project located in a designated trout watershed?
d Yes O No
O Yes O No
4 Yes O No
B. Applicant Information C")
1d. Who is applying for the permit?
❑ Owner ® Applicant (other than owner)
1a. Is there an Agent/Consultant for this project?*
d Yes d No
2. Owner Information
2a. Name(s) on recorded deed:
Candle Smith (recent purchase from J. Lee Lehman and Margaret Meister)
2b. Deed book and page no.:
521; 27
2c. Responsible party:
2d. Address

Street Address
604 Castleman Ct
Address Line 2
aty
Keller
Postal / Zip Code
76248
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Candie Smith
3b. Business Name:
3c.Address
Street Address
604 Castleman Ct
Address Line 2
CKY
Keller
Postal / Zip Code
76248
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Andrew Bick (agent)
4b. Business Name:
Headwaters Engineering
4c.Address
Street Address
45 Lotus Place
Address Une 2
ay
Asheville
Postal / Zip Aide
28804
4d. Telephone Number:
[phone]
M. Email Address:*
and rew@h eadwaters-eng. com
Agent Authorization Letter*
Agent Auth Form Smith 2.pdf
Sate / Rovince / Plegion
TX
0-Y
USA
2f. Fax Number:
Sate / Rmince / I3gim
TX
Oxntry
USA
3e. Fax Number:
Sate / Roarm / Pagion
NC
0-"
USA
4e. Fax Number:
169.62KB
C. Project Information and Prior Project History 40
1. Project Information
1b. Subdivision name:
(if appruixiate)
1c. Nearest municipality/town:
Celo
2. Project Identification

2a. Property Identification Number:
074400637036000
2b. Property size:
0.66
2c. Project Address
Street Address
2026 South Toe River Road
Address Line 2
aty
Burnsville
Rbstal / Zip (bde
28714
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Big Lost Cove Creek
3b. Water Resources Classification of nearest receiving water:*
C; Tr; ORW
3c. What river basin(s) is your project located in?*
French Broad
3d. Please provide the 12-digit HUC in which the project is located.
060101080201
4. Project Description and History
State / Province / Fbgion
NC
Canny
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The proposed bank stabilization site is located on the right bank of Big Lost Cove Creek. A cabin was constructed along the right bank of the creek and recent bank erosion has caused
the bank to retreat to within a few feet of the cabin. Big Lost Cove Creek drains a steep and primarily forested 2.1-square mile watershed upstream of the site. The project reach flows
adjacent to several small cabins in a wooded setting.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
d Yes 0 No 4 Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
NC_Old_Fort_20190816_TM.pdf 252.58KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
20201109_16450104323_29_Soil_Map.pdf 915.45KB
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
272
4h. Explain the purpose of the proposed project:*
The purpose of the project is to stabilize the eroding stream bank, thereby protecting the cabin and property as whole as well as reducing fine sediment input to Big Lost Cove Creek
and the South Toe River.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project will involve stabiliang the right bank of the creek using reinforced soil lifts and a boulder vane. Work will be performed primarily from the top of bank, and will begin with
removal of three stumps and the remains of log cribbing. Construction equipment to be used will include a small excavator and dump truck as well as hand tools. On -site cobbles will be
used to create a coffer dam to divert base flow around the work area. The base flow is too large to effectively pump around the work area. The reinforced soil lifts will be constructed
over a stone foundation and will include imported soil, dormant native shrub cuttings and coir logs and matting. The boulder vane will likely be installed before the soil lifts, with the lifts
constructed around the vane tie-in to the bank. Any upland areas disturbed during construction will be stabilized with temporary and permanent seed and mulch.
4j. Please upload project drawings for the proposed project.
big lost cove stabilization prelim plans 091720.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
4 Yes U No
Comments:
5b. If the Corps made ajurisdictional determination, what type of determination was made?*
4 Preliminary A Approved 4 Not Verified d Unknown C NIA
Corps AID Number:
1.69MB
4 Unknown
5c. If 5a is yes, who delineated the jurisdictional areas?

Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
6 Yes O No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
D. Proposed Impacts Inventory u
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
❑ Wetlands ® Streams -tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type * �3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
Bank Stabilization Permanent Bank Stabilization Big Lost Cove Creek=P��Both I[;;;]
L(I-1--L
S1 9
—]
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
70 0
31. Total stream and ditch impacts:
70
3j. Comments:
The plans show 60 LF of bioengineering, but we are requesting 70 LF in case the length of needed stabilization changes once construction begins.
E. Impact Justification and Mitigation U'
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed bioengineering bank treatment will stabilize the eroding bank using natural materials that will develop into a well -vegetated bank with
improved aquatic and terrestrial habitat value similar to undisturbed banks nearby. The boulder vane will direct flow to the center of the channel and
help create and maintain a scour pool, which will improve bedform diversity in the project reach.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Work will be staged such that all equipment and materials needed for the project will be brought to the site before work begins. Equipment will operate
from the top of bank as much as possible. Disturbed bank areas vdll be stabilized vdth mulch and/or matting before the end of each workday. Fueling
will be performed at least 100 feet from the stream.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
6 Yes O No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The impacts are intended to protect land and voter quality.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
4 Yes d No
If no, explain why:

The site is not located in one of the buffer protection watersheds.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOTs Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r WA- project disturbs < 1 acre
Comments:
G. Supplementary Information U
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes M No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
This will be a standalone project.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?
0Yes 0No0 WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
rYes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
rYes r No
5g. Does this project involve bridge maintenance or removal?
0Yes 0No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Search of US FWS database.
Consultation Documentation Upload

6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
CS Yes d No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The project site is not located near a marine ecosystem.
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 status?*
4 Yes O No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
search of HPOWEB 2.0 online GIS application
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA designated 100-year floodplain?*
0 Yes d No
8c. What source(s) did you use to make the floodplain determination?*
NC FRIS website and the FIRM shows the site upstream of the FEMA study limit.
Miscellaneous
Comments
Photos of the site are attached.
Miscellaneous attachments not previously requested.
PHOTOS.pdf
638.45KB
Signature U
® By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a 'transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Andrew Bick
Signature
Date
11/10/2020

DocuSign Envelope ID: CE615DD9-ED36-47A1-8D19-3COE4D7DDFC1
Department of the Army
Wilmington District, Corps of Engineers
Attn: Brandee Boggs
151 Patton Avenue #208
Asheville, NC 28801
-and-
NC DWR, 401 and Buffer Permitting Unit
Attn: Paul Wojoski
512 North Salisbury Street
Raleigh, North Carolina 27604
I, the current landowner/managing partner of the property identified below, hereby authorize
Andrew Bick of Headwaters Engineering, PC to act on my behalf as my agent during the
processing of jurisdictional determination requests and permits to impact Wetlands and Water of
the US subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10
of the Rivers and Harbors Act of 1899. Andrew Bick is authorized to provide supplemental
information as needed at the request of the USACE or DWR.
Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and
Harbors Act of 1899. One property owner of record must accompany any said representative
when the onsite investigation is conducted.
Property Owner of Record: Candie Smith
Property Owner Address: 604 Castleman Ct, Keller, TX 76248
Phone Number: 817.881.7701
Email address: candiesellshomesggmail.com
Property Location:
Owner/Managing par
Owner/Managing printed name: Candie Smith
Date: 11/10/2020

OLD FORT IVAMMUE
MUSGS US Topo
ISITE
a i r
Si
Y, Y,
VALE 1;24 QW
OLD FM NC
nil

390060
35o 45' T N
0
n
1
35o 44' 42" N
390060 390150 390240 390330 390420
Map Scale: 1:3,770 if printed on A portrait (8.5" x 11") sheet.
Meters
N 0 50 100 200 300
Feet
0 150 300 600 900
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: lfrM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
Soil Map —Yancey County, North Carolina
(2026 South Toe River Road)
390150 390240 390330 390420
390510
390510
390600
35o 45' T N
0
n
1
35o 44' 42" N
390600
En
11 /9/2020
Pagel of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
0
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
o
Sodic Spot
Soil Map —Yancey County, North Carolina
(2026 South Toe River Road)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:12,000.
Stony Spot
th
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
4�
Other
line placement. The maps do not show the small areas of
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
—
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
. 0
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Yancey County, North Carolina
Survey Area Data: Version 18, Jun 3, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: May 3, 2020—May 7,
2020
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 11/9/2020
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Yancey County, North Carolina
2026 South Toe River Road
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CeE
Chandler-Micaville complex,
9.3
15.6%
30 to 50 percent slopes,
sto ny
DeA
Dellwood-Reddies complex, 0
32.4
54.4%
to 3 percent slopes,
occasionally flooded
TuC
Toecane-Tusquitee complex, 8
1.1
1.9%
to 15 percent slopes,
bouldery
TwD
Toecane-Tusquitee complex,
15.3
25.8%
15 to 30 percent slopes, very
bouldery
W
Water
1.4
2.3%
Totals for Area of Interest
69.6
100.0%
USDA Natural Resources Web Soil Survey 11/9/2020
Conservation Service National Cooperative Soil Survey Page 3 of 3

CONSTRUCTION PLANS
BANK STABILIZATION AT 2026 SOUTH TOE RIVER ROAD
BIG LOST COVE CREEK
YANCEY COUNTY, NORTH CAROLINA
LIST OF SHEETS
1. TITLE AND NOTES
2. PLAN
3. GEOLIFT DETAILS
4. SEEDING AND VANE DE'
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
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GENERAL NOTES:
1. EXISTING 1-FOOT CONTOURS DEVELOPED FROM 2016/17 BARE EARTH LiDAR DATA OBTAINED FROM NC ONEMAP. DATUM IS NAD 83.
2. EROSION AND SEDIMENT CONTROL PRACTICES MUST BE INSTALLED, INSPECTED AND MAINTAINED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS.
3. ALL EQUIPMENT MUST BE CLEANED REGULARLYAND MAINTAINED TO BE FREE OF FUEL, OILAND LUBRICANT LEAKS.
4. FUELING SHALL BE PERFORMED AT LEAST 100 FEET FROM FLOWING WATER.
5. THE CONTRACTOR SHALL PROTECT SITE FEATURES, INCLUDING A SEPTIC SYSTEM, BEYOND THE GRADING LIMITS. CONTRACTOR SHALL REPAIR ANY DAMAGE TO SITE
FEATURES TO PRE -PROJECT CONDITIONS.
6. A COFFER DAM USING ON -SITE COBBLE SHALL BE USED TO DIVERT FLOW AROUND IN -STREAM WORKAREAS.
7. WORK SHALL BE STAGED SUCH THAT NO MORE STREAM BANK IS DISTURBED THAN CAN BE STABILIZED WITH SEED, MULCH AND MATTING AT THE END OF EACH WORKDAY
8. DISTURBED UPLAND AREAS MUST BE STABILIZED WITH SEED AND MULCH WITHIN 7 DAYS OF REACHING FINAL GRADES.
9. SILT FENCE SHALL BE INSTALLED ON THE STREAM SIDE OF ANY STOCKPILES.
10. LIVE STAKES SHALL BE INSTALLED DURING THE DORMANT SEASON, GENERALLY DECEMBER THROUGH MARCH.
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DATE: SEPT.2020
PRELIMINARY PLANS 1 SCALE: AS SHOWN
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PRELIMINARY PLANS
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1.
REMOVE STUMPS AND DEBRIS FROM AREA TO RECEIVE GEOLIFTS. RE -USE WOOD DEBRIS IF SUITABLE FOR FOUNDATION;
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DISPOSE OF UNSUITABLE DEBRIS OFF -SITE.
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2.
REMOVE SLUMPED AND LOOSE SOIL AND OVEREXCAVATE FOR STONE FOUNDATION.
Z 0 Z
3.
PLACE ENTIRE LENGTH OF STONE FOUNDATION, FILLING VOIDS BETWEEN RIPRAP WITH ON -SITE GRAVELAND COBBLE.
Q Q
4.
ROLL COIR MATTING LENGTHWISE ALONG BANK, LEAVING 2' OF 6.5' ROLL WIDTH OVER STONE FOUNDATION AND EXTENDING FLAP
00 m cD }
OF REMAINING COIR MATTING OVER THE SLOPE.
N
5.
PLACE COIR LOGS ON TOP OF COIR MATTING AND ANCHOR TO SUBGRADE WITH 12" MIN. WOODEN STAKES EVERY 3'.
N
6.
PLACE AND COMPACT 12" LIFT OF CLEAN SOIL OVER COIR AND AGAINST COIR LOG.
DATE: SEPT 2020
7.
APPLY TEMPORARY AND PERMANENT SEED MIX AND STRAW MULCH ON FLAT, EXPOSED PORTION OF THE LIFT.
SCALE: AS SHOWN
8. WRAP REMAINDER OF COIR ROLL WIDTH UP AND OVER COIR LOG AND STAKE COIR MATTING WITH WOODEN STAKES EVERY 3'.
9.
PLACE 2" LAYER OF TOPSOIL OVER FIRST LIFT AND INSTALL DORMANT CUTTINGS OF SILKY DOGWOOD, SILKY WILLOW,
ELDERBERRY AND/OR NINEBARKAT 12" SPACING IN TOPSOIL.
10.
REPEAT STEPS 4 THROUGH 9 TO REACH THE TOP OF BANK.
DETAILS
4
SHEET 3 OF

RIPARIAN SEED MIX
Seeding Rate = 20 lb/acre
Mulching: wheat or oat straw mulch applied at 2 tons/acre
Common Name
Scientific Name
Percentage
Indiangrass
Sorghastrum nutans
20
Fowl Bluegrass
Poa palustris
20
Virginia Wildrye
Elymus virginicus
20
Soft Rush
Juncus effusus
20
Beaked Panicgrass
Panicum anceps
20
EXISTING BED
TEMPORARY SEED MIX
Rate (lb/acre)
Rate (lb/acre) Applied
Application Dates
Common Name
Scientific Name
Applied
w/ Riparian Mix
Separately
August 15 to May 1
Rye Grain
Secale cereale
120
60
May 1 to August 15
Pearl Millet
Pennisetum glaucum
40
20
1 SEEDING
4 NTS
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2r FLOW NOTES
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BOULDERS ARE PREFERRED.
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2. SET NEW HEADER BOULDERS ABOVE AND ROUGHLY 2'
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UPSTREAM OF EXISTING ROW OF FOOTER BOULDERS.
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22 REQUIRED DEPENDING ON SITE CONDITIONS
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BACKFILL WITH ON -SITE ENCOUNTERED DURING CONSTRUCTION.
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HEADER BOULDER (TYP)
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TOP OF BANK
5% SLOPE
SEE NOTE 3
FOOTER BOULDER
PROFILE A -A'
PLAN
STING FOOTER BOULDER (TYP)
HEADER BOULDER
NON -WOVEN FILTER FABRIC 2' MIN.
2' MIN.
BACKFILL W/ ON -SITE "" RIVER BED
COBBLE AND GRAVEL t!`OOTER
VARIES BOULDER
SECTION B-B'
2 BOULDER VANE
4 NTS
PRELIMINARY PLANS
NOT FOR CONSTRUCTION_]
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DATE: SEPT 2020
SCALE: AS SHOWN
DETAILS
SHEET 4 OF 4

Looking Downstream at Eroding Bank
Undercut Bank Detail
SITE PHOTOGRAPHS
BIG LOST COVE CREEK BANK STABILIZATION
2026 SOUTH TOE RIVER ROAD
November 10, 2020
Bank Erosion Looking Left to Right
Timber Cribbing to be Removed
4
HEADWATERS
ENGINEERING