20161060 Ver 1_401 Application_20161116

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Corps action ID no.
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Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form 2 0 1 6 1 0 6 0
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the X Section 404 Permit ❑ Section 10 Permit
Corps:
1 b. Specify Nationwide Permit(NWP) number: 27 or General Permit(GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ❑Yes X No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
X 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 For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes X No ❑Yes X No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation ❑ Yes X 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 X No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes X No
2. Project Information
2a. Name of project: Goddard Family Farm Stream Restoration
2b. County: Wilkes
2c. Nearest municipality/town: Wilkesboro
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state N/A
project no:
3. Owner Information IU/ IS L9 f1 1,5
3a. Name(s)on Recorded Deed: Wilkes County UUi
3b. Deed Book and Page No. 1188/0384
3c. Responsible Party (for LLC ifTRANSPORTATSO,
applicable): Derek Goddard
3d. Street address: 467 Calloway Gap Road
3e. City, state, zip: West Jefferson, NC 28697
3f. Telephone no.: 828-964-9349
3g. Fax no.: N/A
3h. Email address: [e-mail]
Page 1 of 11
PCN Form—Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state,zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 2202327
1b. Site coordinates (in decimal degrees): Latitude: 36.125540 Longitude: -81.126624
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 93.50 acres
2. Surface Waters
2a. Name of nearest body of water(stream, river, etc.)to Little Cub Creek
proposed project:
2b. Water Quality Classification of nearest receiving water: C
2c. River basin: Yadkin Pee-Dee
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 and residential
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3300
3d. Explain the purpose of the proposed project:
To restore stream back to a more natural condition, preventing erosion and restoring wildlife habitat.
3e. Describe the overall project in detail, including the type of equipment to be used:
Stream restoration establishing structures to maintain stable banks and improve habitats. The project will utilize a track
excavator and work from the banks when possible. Stream is too large to practically pump around. We request that this
requirement be waived. We believe that the stream and its habitat will be better preserved by not pumping around.
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? El Yes X No El Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? El Preliminary Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Unknown Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for ❑ Yes X 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 X No
6b. If yes, explain.
Page 3 of 11
PCN Form—Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project(check all that apply):
Wetlands X 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.
Wetland impact Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps-404, 10 Area of impact
Permanent(P)or (if known) DWQ—non-404, other) (acres)
Temporary T
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 ❑ Corps
❑ No ❑ DWQ
W5 ❑ P ❑T ❑Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P❑T ❑Yes ❑ Corps
❑ No ❑ DWQ
2g.Total wetland impacts
2h. Comments:
3. Stream Impacts
If there 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
number- (PER)or (Corps-404, 10 stream length
Permanent(P)or intermittent DWQ—non-404, width (linear
Temporary(T) (INT)? other) (feet) feet)
S1 X P ❑T Restoration UT to Little Cub X PER X Corps 3 500
Creek El INT X DWQ
Temp UT to Little Cub X PER X Corps
S2 P x T Dewatering/Pump Creek3 5
Around ❑ INT X DWQ
S3 X P[:IT Restoration Little Cub Creek XER X Corps NT X DWQ 6 2600
S4 ❑ P ❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P ❑T ❑ PER ❑ Corps
❑ INT
DWQ
S6 ❑ P❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 3105'
3i. Comments: We plan to pump around on the UT, but the Stream is too big to practically pump around.
Page 5 of 11
PCN Form—Version 1.3 December 10, 2008 Version

4. 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 indivi ually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number— (if applicable) Type of impact Waterbody type Area of impact(acres)
Permanent(P)or
Temporary T
01 ❑ P❑T
02 ❑ P❑T
03 ❑ P ❑T
04 ❑ P❑T
0.Total open water impacts
4g. Comments:
5. 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 permit required?
❑Yes ❑ No If yes, permit ID no:
5i. 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 any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar-Pamlico ❑ Other:
Project is in which protected basin? NA ❑ 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 impact required
131 ❑ P ❑T ❑Yes
❑ No
B2 ❑ P F1 Yes
❑ No
B3 ❑ P ❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
This impact is the only practical alternative to prevent long term erosion and improve water quality and habitat. Erosion
control will be adhered to for sensitive watersheds.
1 b. Specific Stringent erosion control standards for sensitive water sheds will be adhered too.All work will be conducted from
the banks when possible. This is a USDA project that will exclude livestock from the stream.All describe measures taken
to avoid or minimize the proposed impacts through construction techniques.
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
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if 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-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 using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form—Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules)—required by DWQ
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. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
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-lieu fee fund).
6h. Comments:
Page 8 of 11

E. Stormwater 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?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑Yes ❑ No
Comments:
2. Stormwater Management Plan
0
2a. What is the overall percent imperviousness of this project?
2b. Does this project require a Stormwater Management Plan? ❑ Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Not required by Law
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 for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply(check all that apply): ❑ USMP
❑Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of 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? El Yes ❑ No
5. 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)
1 a. 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 requirements 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 House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules(15A NCAC 2H .0500), Isolated
Wetland Rules(15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
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,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 description.
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

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?
❑ 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.ncnhp.org-http://www.saw.usace.army.miIMETLAND/esa- http://www.fws.gov/nc-es/es/es.html
6. Essential 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?
http://ocean.floridamarine.org/efh_coral/ims/viewer.htm
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 in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://www.hpo.ncdcr.gov
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: No rise to the flood way will occur.
8c.What source(s) did you use to make the floodplain determination? http://www.ncfloodmaps.com
Derek Goddard 06/09/2016
Applicant/Agent's Printed Name Applicant/ ge s Ignature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11

3 Soil Map—Wilkes County, North Carolina
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IN 0 100 200 400 600
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0 400 800 1600 2400
Map projection:Web Mercator Corner coordinates:WGS84 Edge tics:UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey 5/21/2014
Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Wilkes County,North Carolina
(Sleepy Hollow Farm Soil Map)
i
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at 1:24,000.
'^ Area of Interest(AOI)
Stony Spot Warning:Soil Map may not be valid at this scale.
Soils Very Stony Spot
Soil Map Unit Polygons � Enlargement of maps beyond the scale of mapping can cause
Wet Spot misunderstanding of the detail of mapping and accuracy of soil line
.>.w Soil Map Unit Lines placement.The maps do not show the small areas of contrasting
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Cl Soil Map Unit Points Other soils that could have been shown at a more detailed scale.
.� Special Line Features
Special Point Features Please rely on the bar scale on each map sheet for map
U Blowout Water Features measurements.
Streams and Canals
Borrow Pit Source of Map: Natural Resources Conservation Service
Transportation Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Clay Spot +-► Rails Coordinate System: Web Mercator(EPSG:3857)
Closed Depression 0,, Interstate Highways Maps from the Web Soil Survey are based on the Web Mercator
Gravel Pit projection,which preserves direction and shape but distorts
US Routes distance and area.A projection that preserves area,such as the
Gravelly Spot Major Roads Albers equal-area conic projection,should be used if more accurate
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Landfill Local Roads calculations of distance or area are required.
JL Lava Flow Background This product is generated from the USDA-NRCS certified data as of
9 the version date(s)listed below.
Marsh or swamp ® Aerial Photography
Soil Survey Area: Wilkes County,North Carolina
Mine or Quarry Survey Area Data: Version 16, Dec 18,2013
Miscellaneous Water Soil map units are labeled(as space allows)for map scales 1:50,000
il*+ Perennial Water or larger.
Rock Outcrop Date(s)aerial images were photographed: Oct 22,2010—Mar 17,
2011
+ Saline Spot
The orthophoto or other base map on which the soil lines were
Sandy Spot compiled and digitized probably differs from the background
Severely Eroded Spot imagery displayed on these maps.As a result,some minor shifting
of map unit boundaries may be evident.
Sinkhole
Slide or Slip
Sodic Spot
USDA Natural Resources Web Soil Survey 5/21/2014
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Wilkes County, North Carolina Sleepy Hollow Farm Soil Map
Map Unit Legend
Wilkes County,North Carolina(NC193)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CoA Codorus loam,0 to 2 percent 45.5 12.4%
slopes,frequently flooded
DpB2 Danripple sandy clay loam,2 to 26.3 7.2%
8 percent slopes,moderately .
eroded
DpC2 Danripple sandy Gay loam,8 to 20.2 5.5%
15 percent slopes,
moderately eroded
FcB2 Fairview sandy clay loam,2 to 8 9.5 2.6%
percent slopes,moderately
eroded
FcC2 Fairview sandy clay loam,8 to 111.8 30.5%
15 percent slopes,
moderately eroded
FrC Fairview-Urban land complex,2 13.6 3.7%
to 15 percent slopes
RdD Rhodhiss fine sandy loam,15 to 87.1 23.8%
25 percent slopes
RdE Rhodhiss fine sandy loam,25 to 52.6 14.3%
60 percent slopes
Totals for Area of Interest 366.5 100.0%
USDA Natural Resources Web Soil Survey 5/21/2014
Conservation Service National Cooperative Soil Survey Page 3 of 3

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TO THE BEST OF MY PROFESSIONAL KNOWLEDGE,JUDGEMENT,AND BELIEF,THESE PLANS MEET APPLICABLE NRCS STANDARDS DO NOT SCALE-PLANS MUS BE RECEIVED AS A COMPLETE SET

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LOG RIFFLE ROCK CROSS VANE a
SEE DET. 1/C900 A SEE DET.4/C900 e� o
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Ex°ixEEWwciruvMx°iEwiw�,Rw.0 Q
N
126 EXECUTIVE DRNE SURE 720 Q
LOG J-HOOK g� ROCK RIFFLE "`��°R°"° o
,��.4086 �eP>�� W
SEE DET.3/C900 SEE DET.2/C900
Lu
LITTLE CUB CREEK UPSTREAM PROFILE HCA/tp',;, U
pFE53i..l�'; Lu
STATION = L _ m
0+00 1+00 2+00 3+00 3+8g
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1070-111070 QGNVP
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106 HEAD OF POOL HEAD OF RIFFLE HEAD OF POOL HEAD OF RIFFLE
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1044.29 a
1047.89 ,.•�aec,e
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LEGEND
w
w
LOG RIFFLE ROCK CROSS VANE a
SEE DET. 1/C900 SEE DET.4/C9000
E"GUEFAi"GIRwVw"G E",�""EY,., a
cn
In EXECUTIVE DRNE-SUITE M Q
LOG J-HOOK ROCK RIFFLE WU�SE°R°""�91 w
Jtfi 864.40SB "°PIMr b¢ w
LITTLE CUB CREEK UPSTREAM PROFILE SEE DET.3/c900 SEE DET.2/C900 >
W
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107 1070 F�a1e� Gam.
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HEAD OF RIFFLE 10/31/2016 z
1060— 1U43.�9 HEAD OF POOL HEAD OF RIFFLE HEAD OF POOL HEAD OF RIFFLE HEAD OF POOL 1060 g
1042.93 1042.63 1041.61 1041.31 1040.44 a
105 - _ - __ _ _
1050 Pt
1.81 NOS
12.77% 12.77% 11.92% 1192% 1.74% -
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0 COPYRIGHT 2016 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

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LEGEND Lu
w
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LOG RIFFLE ROCK CROSS VANE awJ
SEE DET. 1IC900 SEE DET.4/C900 0
IxEEAw°I i. WIEAVIaW1- <
t26E%ECUTIVEORIVE SUITEM <
LOG J-HOOK g ROCK RIFFLE ""`��°R°"` M o
9asaana°ae nno�rore�nu W
SEE DET.3/C900 SEE DET.2/C900
LITTLE CUB CREEK UPSTREAM PROFILE NVQ w
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STATION s Lm
7+78 8+00 9+00 10+00 11+00 11+67 cn
107 I 1070 " cpF?.
1015111016 Z
106 _ _ _ _ 1060 g
HEAD OF POOL HEAD OF RIFFLE HEAD OF POOL HEAD OF RIFFLE HEAD OF POOL HEAD OF RIFFLE "'••�P.., a
1039.38 1039.08 1038.24 1037.94 ,r'' 0"vo •= w
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LEGEND �
w
LOG RIFFLE ROCK CROSS VANE a
SEE DET. 1/C900 SEE DET.4/C900
,� 0
1 M E%ECUTIVE°RNE-SURF 71° ¢
LOG J-HOOK ROCK RIFFLE """KE�°"° '
LITTLE CUB CREEK UPSTREAM PROFILE
SEE DET.3/c9oo SEE DET.2/C900
w
STATION eoi�ss ' - Lu
11+67 12+00 13+00 14+00 15+00 15+56 4 m
107 1070 FtiQ�Eq.�r,'
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106 - _ _ _ 1060
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0 COPYRIGHT 2016 BY BREC,P.A.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

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LOG RIFFLE ROCK CROSS VANE a
SEE DET. 1/C900 SEE DET.4/C900 m
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LITTLE CUB CREEK UPSTREAM PROFILE SEE DET.3IC900 SEE DET.2IC900 >
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0 COPYRIGHT 2016 BY BREC,PA,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,PA IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

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LEGEND w
Lu
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LOG RIFFLE ROCK CROSS VANE a
SEE DET. 1/C900 SEE DET.4/C900 0
U
Ir[ERINGIfiNNHx41fNVI1pNUENiu Q
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30 15 0 30 60 1•=30' (V) w
SHEET'. ]'o
C106
0 COPYRIGHT 2016 BY BREC,P.A..ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

LEGEND wcl,
W
I-
LOG RIFFLE ROCK CROSS VANE a
SEE DET. 1/C900 A SEE DET.4/C900
0
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126 ExECUrW DRN SURE 220 ¢
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SEE DET.3/C900 SEE DET.2/C900
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STATION
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105 1050cn
HEAD OF POOL HEAD OF RIFFLE HEAD OF POOL HEAD OF RIFFLE ontnote" Z
104 1024.78 1024.48 1023.64 1023.34 1040 g
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LEGEND ~
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LOG RIFFLE ROCK CROSS VANE a
SEE DET. 1/C900 JN SEE DET.4/C900 �. o
U
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UT TO LITTLE CUB CREEK PROFILE SEE DET.3/C900 SEE DET.2/C900 >>
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HEAD OF RIFFLE PC:0+ 4.48 1060 w�cH;Ps
105 1033,19 1050
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HEA OF RIFFLbi
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a„zo,e
HEA OF RIFFLE HFF HEA OF RIFFLE HEA OF RIFFLE z
1032.56 1031 1030.66 HE OF RIFFLE HEAD F RIFFLE
1033
m 104 P C'0+84.50 PT.1+2 :2+440 1028:77 1028:14 1026.91 _ a
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HAD OF POOL HEAD OF P OL
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101 PC : . 10 ..44 1027.80 END o
10 3.49 PCC:3+ .35 PCC:3+ .39025.89 1010
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UPSTREAM OF EAST SLEEPY HOLLOW ROAD UPSTREAM OF EAST SLEEPY HOLLOW ROAD DOWNSTREAM OF EAST SLEEP HOLLOW ROAD TRIBUTARY STRUCTURE TABLE Lu
STRUCTURE TABLE STRUCTURE TABLE STRUCTURE TABLE
STATION STRUCTURE ELEVATION J
STATION STRUCTURE ELEVATION STATION STRUCTURE ELEVATION STATION STRUCTURE ELEVATION
0+00 HEAD OF RIFFLE 1033.89 o
0+00 HEAD OF POOL 1047.89 9+45.59 HEAD OF POOL 1038.24 0+00 HEAD OF RIFFLE 1029.18
Ek a
0+19.48 HEAD OF POOL 1033.4900 cn
IMUECu WDP e.SUr,Ssm Q
0+84.29 HEAD OF RIFFLE 1047.89 10+03.38 HEAD OF RIFFLE 1037.94 0+30.81 HEAD OF POOL 1028.12 NO.H� 9, o
0+44.48 HEAD OF RIFFLE 1033.1900 °� "°
1+33.79 HEAD OF POOL 1047,02 10+63.71 HEAD OF POOL 1036.84 1+01.29 HEAD OF RIFFLE 1027.82 w
0+59,49 HEAD OF POOL 1032.8600 >+ o w
QFf SSi"4 .n �
1+91.79 HEAD OF RIFFLE 1046.72 11+36.30 HEAD OF RIFFLE 1036.54 1+52.22 HEAD OF POOL 1027.00 : w
0+84.50 HEAD OF RIFFLE 1032.5600 L - m
2+57.86 HEAD OF POOL 1045.63 11+91.41 HEAD OF POOL 1035.66 2+23.03 HEAD OF RIFFLE 1026.70Fti P .R cn
0+99.51 HEAD OF POOL 1032.2300
3+19.43 HEAD OF RIFFLE 1045.33 12+47 HEAD OF RIFFLE 1035.36 2+74.76 HEAD OF POOL 1025.89 '"""" z
,�,,;N,e z
1+24.52 HEAD OF RIFFLE 1031.9300
3+79.75 HEAD OF POOL 1044.29 13+14.21 HEAD OF POOL 1034.35 3+45.74 HEAD OF RIFFLE 1025.59 """"'• a
1+39.52 HEAD OF POOL 1031.6000 Lu
4+42.38 HEAD OF RIFFLE 1043.99 13+68.27 HEAD OF RIFFLE 1034.05 3+97.68 HEAD OF POOL 1024.78 = a
1+64.52 HEAD OF RIFFLE 1031.3000 ="CBEtJ18 €
5+01.12 HEAD OF POOL 1042.93 14+28.85 HEAD OF POOL 1033.09 4+68.58 HEAD OF RIFFLE 1024.48CAR��P' z
1+79.52 HEAD OF POOL 1030.9600 `,,,.••
5+68.24 HEAD OF RIFFLE 1042.63 14+88.21 HEAD OF RIFFLE 1032.79 5+23.63 HEAD OF POOL 1023.64 0
2+04.88 HEAD OF RIFFLE 1030.6600
6+26.84 HEAD OF POOL 1041.61 15+53.39 HEAD OF POOL 1031.69 5+94.21 HEAD OF RIFFLE 1023.34
2+19.95 HEAD OF POOL 1030.3300 c,
6+87.99 HEAD OF RIFFLE 1041.31 16+15.61 HEAD OF RIFFLE 1031.39 6+43.00 END 1022.04 0
2+45,22 HEAD OF RIFFLE 1030.0300 6 o
7+32.86 HEAD OF POOL 1040.44 16+49.40 HEAD OF POOL 1030.65 w z
2+60.27 HEAD OF POOL 1029.7000
7+99.36 HEAD OF RIFFLE 1040.14 17+09.40 HEAD OF RIFFLE 1030.35 v
2+83.34 HEAD OF RIFFLE 1029.4000 w
8+45.59 HEAD OF POOL 1039.38 17+69.40 HEAD OF POOL 1029.58z
3+00.35 HEAD OF POOL 1029.0700 - - - - - -T
8+95.59 HEAD OF RIFFLE 1039.08 18+09.40 END 1029.28 a
3+25.38 HEAD OF RIFFLE 1028.7700
a
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3+40.39 HEAD OF POOL 1028.4400 w
TYP. UPSTREAM POOL PROFILE TYP. DOWNSTREAM POOL PROFILE TYP. TRIBUTARY POOL PROFILE Z
w
3+65.42 HEAD OF RIFFLE 1028.1400cn
STATION STATION STATION ¢ � Z
-0+25 0+00 0+ 5 -0+25 0+00 0+ 5 -0+25 0+00 0+ 5 3+80.42 HEAD OF POOL 1027.8000 U-
20- 20 2 20 2 20 4+05.48 HEAD OF RIFFLE 1027.5000 cn
20.5' 20.5' w L
RT 1 - -- 10 m 1 - - 10 m 1 ---- 10 4+20.50 HEAD OF POOL 1027.2100 D ,i
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D _ - D --� D � 1 4+45.56 HEAD OF RIFFLE 1026.9100 o w m
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0 COPYRIGHT 2016 BY BREC,PA,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC,PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

CONSTRUCTED LOG RIFFLE N
C900 UJI
W
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MEANDER . BKF STAGE z° O
A' U
3 EUGiNEfPi"G I Iu GIEtry Ftl"ME"ru Q
GENERAL NOTES SINGLE STEP ROCK CROSS VANE �'
1. PLACE FABRIC ON THE UPSTREAM SIDE OF to ExEcunvE ORNE sm11¢ua Q
\ ;,'--.•� B THE MOST UPSTREAM LOG SILL IN THE ^00 3wane.m D e�rore�.ae w
B ` CONSTRUCTED RIFFLE �`JJ
2. BOULDERS SHALL BE USED TO ANCHOR W
.,T. LOGS IF NEEDED U
LOG CONSTRUCTED RIFFLE-SECTION 04 3. IN LOW GRADIENT SANOBED SYSTEMS SH CARP''. W
TRANSPLANT AND SOD MATS MAYBE A
SUBSTITUTE FOR ANCHOR BOULDERS + 11 OF PROPOSED + W
4. LOGS SILLS SHALL OVERLAP AND ANCHOR 3 GENERAL NOTES: m
THE LOG SILL DIRECTLY UPSTREAM BANKFULL WIDTH 1. ALL STONES ARE TO BE STRUCTURE STONE.
_ 5. THE LOG SILLS SHALL ALL BE DESIGNED Cq
O TO BE SUBMERGED OR COVERED AT LOW 2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS /gclrn�0e 4$,
FLOWS.0BETOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A AND
SELECT MATERIAL OR CHINKING STONE APPROVED BY DESIGN
p 6. LOW ROW IS CONSIDERED TO BE 1 CFS 0 A '^^"' N
PER DRAINAGE AREA IN COASTAL NO FILTER FABRIC BANKFULL ENGINEER,AND LINING WITH FILTER FABRIC. m/3i/zsls Z
, 3. DIMENSIONS AND SLOPES MAYBE ADJUSTED TO FIT BY THE DESIGN
20-30 DEG ENGINEER.
4. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.
TYPE 1 NON-WOVEN RIFFLE POCKET POOL �••`$4l pp Ft•'••,• W
GEOTEXTILE FABRIC _ BACKFILL WITH 5. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE OR
A SELECT MATERIAL SHOT ROCK,CUBICAL OR RECTANGULAR IN NATURE. aPw rF. J
6. SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARM =
SHALL BE 2-5%. 'NCEIELSOC,144 i
FOOTER LOG 7. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.
MEANDER C SEE NOTE 7 �i 6 H"'
LOG CONSTRUCTED RIFFLE-PROFILE A-A' 8. THERE SHALL BE NO DROP GREATER THAN 6 INCHES. � O
9. THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BE I••• CAFO,.•O�� Z
__SCOL
CO R POOL EQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THE O
FOOTER ROCKS DIRECTLY UPSTREAM. Q
10.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE
2 CONSTRUCTED ROCK RIFFLE STRUCTURE FABRIC
WASALL EXTT OFEND
FROM
IMENT THE BOTGH TOM
OF DER B GAPS.FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
C900FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL
C900 BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
BKFSTAGE /� A Q
MEANDER PT q'
7-12%SLOPE
N
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ROCK CONSTRUCTED RIFFLE-SECTION B-B' J
OF PROPOSED m
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GENERAL NOTES: BANKFULL WIDTH BANKFULL WIDTH o U
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1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE J
w
B' O °v.- '„ B MOST UPSTREAM BOULDER SILL IN THE a
CL
CONSTRUCTED RIFFLE Q
- 2. BOULDERS SHALL BE USED TO ANCHOR LOGS IF W
NEEDED BANKFULL NO GAPS
ELEVATION BETWEEN Z W
BOULDE
TYPE 1 NON-WOVEN I- Z
A GEOTEXTILE FABRIC �RIFFLE POCKET POOL J W d.
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MEANDER PC STREAMBED FOOTER BOULDERS Q O Lu
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FOCTER BOULDER ELEV. 2
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ROCK CONSTRUCTED RIFFLE-PROFILE A-A' WILL BE PLACED INTO Q
TOP OF CENTER}STONES SET THE BE
SUBSTRATE elf ILL:
AT ELEVATION SHOWN ON CROSS-SECTION A MINIMUM OF THE ROCK LV
LONGITUDINAL PROFILE DIAMETER QQ LQ J
W
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3LOG J-HOOK ROOTWAD COMBO
WATER FLOW STREAMBANK
BANKFULL ELEVATION Z
Lu
C900 BANKFULL 0/ GENERAL NOTES /j�/% ?-5-
'� 1. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE 1A DIAMETER FROM THE TOP OF THE qNF S(ppE. W
LOG.THE NAILS SHALL BE ON 12 INCH CENTERS.FILTER FABRIC SHALL BE BURIED IN THE BOTTOM OF THE CHANNEL (7
GAP AND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE. Q
2. A TRENCH SHALL BE DUG IN SUCH A MANNER THAT THE FOOTER LOGS A MINIMUM OF 2/3 OF THE HEADER BOULDER IS
FEATHERr 3 x D84 BURIED BENEATH THE BED SURFACE ELEVATION. /
OUT BANK A _ A 3. A HYDRAULIC EXCAVATOR WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMB SHALL BE USED TO PLACE BOULDERS FOOTER BOULDERS / / /f W
"'1' AND LOGS WITH THE SUPERVISION OF THE ENGINEER. j Q
20 30 DEG - WILL BE PLACED INTO
ROCK SILL 4. SEE SPECIAL PROVISIONS FOR HEADER AND FOOTER DIMENSIONS. o¢N
BACKFILL WITH �°. THE EXISTING SUBTRATE A MINIMUM STREAMBED
SELECT MATERIAL � 5. FOOTER LOG SHALL BE PLACED FIRST WITH HEADER LOG PLACED ON TOP PRIOR TO BACKFILLING THE TRENCH. � S�v J
6. 1/3 OF THE WAY ACROSS THE CHANNEL FROM THE OUTSIDE BANK THE HEADER ROCK SHALL BE PLACED AT 02 FT SLOPE OF VANE FROM CENTERLINE OF THE BOULDER DIAMETER ELEVATION
ABOVE THE CHANNEL. TOP BANKFULL SHALL BE 2-5% w,F
FOOTER LOG HEADER FILTER FABRIC 4: w O
7. THERE SHALL BE GAPS BETWEEN THE HEADER ROCKS OF AT LEAST 3 TIMES THE D84 OF THE CHANNEL BED.. SECTION B-B
BOULDER i W Y
2-1
ROOT WAD 8. HEADER LOGS SHALL SLOPE FROM THE BED ELEVATION,AT THE HEAD OF THE VANE,TO 112 BANKFULL ELEVATION AT A FLOW R-
SLOPE OF 2%-5%. HEADER AND FOOTER LOGS SHALL BE TIED SECURELY INTO THE BANK IN SUCH A WAY THAT ITHEADER OF 0.5'
x
ANCHOR BOULDER ELIMINATES THE POSSIBILITY OF STREAMFLOW DIVERTING AROUND THEM. ww N Q
9. ANY SOIL DISTURBED DURING THE PLACEMENT OF J-HOOK VANES,SHALL BE SEEDED USING TEMPORARY AND STONE �� /• POOL o w3 O
PERMANENT SEEDING METHODS. FOOTER/� , / /STREAMBED
TIED INTO 10. ROOTWAD,FOOTER,AND HEADER LOGS SHALL BE CABLED TOGETHER AT THE HORIZONTAL LOCATION OF BANKFULL STONE •'/"�r•/ //f j ELEV.
STREAMANK PLAN VIEW
B 11. FILTER FA RIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANE STRUCTURE TO PREVENT WASHOUT OF FILTER FABRIC / •• 11'%t7' Cn
SEDIMENT THROUGH BOULDER GAPS.FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER ,STEP ROCK G. U)
BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
O
SECTION A-A tmzT/zols GROUND SURFACE BANKFULL ELEVATION aaccr"uuees. cr
BANFULL
WIDTH '" �4i STREAMBANK waw"� 0300012015 CL
BANKFULL �+ 1%, J.EDWARDS M
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LL
SELECT MATERULL
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FILTER FABRIC -q*� WILL BE PLACED INTO �'�, - W
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`ROCK SILL THE EXISTING 6UBTRATE ,"��,
HEADER LOG H Asn� 3.., ., STREAM BED AND SHALL BE A MINIMUM STREAMBED =`u FOOTER BOULDER SHEEP. F.
FOOTER LOGS ELEVATION OF THE 18•DIAMETER ELEVATION
SECTION A-A
SECTION B-B 900 O
H-
0 COPYRIGHT 2016 BY BREC,PA.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BRED,PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

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1 LIVESTAKE/BAREROOT PLANTING ` '°" '' 0
mararDim"60*) aakbxDawrae.m � O
C901 i;a*wndafam=laii PTY" U
arr6ostamQSaaeaaainptLeaarE� BawmwiNl:_6 P�pay EuclxEBxlxclnAxwxclExvlRoxuexru Q
DIBBLE PLANTING METHOD Amcwr Left mw D.ioq,�,„dapa('%ofH:h F�yg .� Cn
USING THE KBC PLANTING BAR Pte '____ 1L1�6. ___>daPa(KaH'V> p'6rrFa�mCaaabv�eian 12BEXECUTIVEDRIVE-SUITEM Q
Mh.�3" .R WILKESBORO,NC 28697
PLANTING NOTES: (FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFER Lirltt+ad 6o�auaLee wida6 fparalld to dow):_ ]]S.e44.aoBB nnPlmrecba W
PLANTING BAG PLAN NG) Mia.abs.3 t/r Swifte Maraud t Ttuoluaa:
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DURING PLANTING, SEEDLINGS SHALL MA Eadroos mem apsmd µLgq''. U
BE KEPT IN A MOIST CANVAS BAG OR
SIMILAR CONTAINER TO PREVENT THE LU
QUIRED THROUGH
ROOT SYSTEMS FROM DRYING. STAKING MAY BE RE20X� —{ // `,(3a1 ,., "°'- - S '_ m
MATTING, ROCK OR COMPACTED SOILS , Y.t ao.Irbssa'arbaa.rxidffiI
KBC PLANTING BAR A STARTER HOLE MAY BE REQUIRED. See T0e - `
PLANTING BAR SHALL HAVE A BLADE WITH 1.INSERT PLANTING 2.REMOVE PLANTING 3.INSERT PLANTING Tameh Deni! -- Ova kava e a ima om e,rLKI Fa a Ncee Gz
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A TRIANGULAR CROSS SECTION, AND BAR AS SHOWN AND BAR AND PLACE BAR 21N.TOWARD Mort mer NRC`R M!MKW%a "2 j' smvd VYawa6bm fiber iH0
SHALL BE 121N.LONG,41N.WIDE AND 11N. PULL HANDLE SEEDLING AT PLANTER FROM "` ��5 foot C � 6epu.ham(md a3v2o1B
THICKATCENTER. LIVE STAKES TOWARD.PLANTER. CORRECT DEPTH. SEEDLING. D..Darit swuora z
ROOT PRUNING Tapadbaak ••"""ofbML "•.. ll
ALL SEEDLINGS SHALL BE ROOT crouinB Man V ,•`'OREC:P•(
PRUNED,IF NECESSARY,SO THAT NO EXISTING/PROPOSED 3c1 / 3:1 CIAatope wPo Q
ROOTS EXTEND MORE THAN 10 GROUND / Su�im.tl
INCHES 101N.) BELOW THE ROOT EXISTING/PROPOSED STREAMBED0 1 m NceELSwC34aE ° U
COLLAR.( GENERAL NOTES: I S0QTO0 — — — — — — — — — — — — — — — — [ F .q O
4.PULL HANDLE OF 6.LEAVE 8 i I i q -,;Op'�••......•�
1. LIVE STAKES SHALL BE EVENLY SPACED 1 PER BAR TOWARD 5.PUSH HANDLE COMPACTION HOLE Tm�DaraB I ti CAR Ox•' Z
SQUARE CUT SQ.YD. FORWARD FIRMING
�� PLANTER,FIRMING OPEN.WATER "' " O
2. LIVE STAKES SHALL BE DRIVEN UNTIL SOIL AT TOP. �P p
BUDS(FACING UPWARD) APPROXIMATELY OF LIVE STAKE IS WITHIN SOIL AT BOTTOM. THOROUGHLY. b — _ -_ SeeFa6Pie — — — — — — _^ _ — —seep —
GROUND. @ x I L•ppbfDwa Trmehioe Der?
LIVE CUTTING 3. IF STARTER HOLE IS NEEDED, MINIMIZE AIR dS - — -- — — — — — — —
aR
(112-TO 1-DIAMETER) POCKET. GENERAL NOTES:
CA
4. UTILIZE ALL ON SITE TRANSPLANT MATERIALS 1. TREE REFORESTATION SHALL BE PLANTED 6'TO 10'ON � ,,...-•"'~" h p
MADE AVAILABLE BY THE OWNER. ONCE CENTER,RANDOM SPACING, AVERAGING 8'ON CENTER, 3:1 ca W.P. \ 3.1 Cut al.pa
ANGLE CUT SOURCE OF TRANSPLANT MATERIAL HAS BEEN APPROXIMATELY 436.681 PLANTS PER ACRE. f ) - "" V5 0
30^45^ HARVESTED,THEN UTILIZE LIVE STAKING. 2. OTHER PLANTING METHOD CAN BE USED WITH THE `
PERMISSION OF THE PLANTING SUPERVISOR. 578-Stream Cro-- (Ford Q
LIVE STAKE BANK STABILIZATION WITH LIVE STAKES CSill110ri & e� USDA-NRa North Camlma U)
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FIGURE A-BED INSTALLATION w/2"GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING 2'LONG 1"x 2"WOOD STAKES wl 2" o LLI
GALVANIZED ROOFING NAIL AT THE U
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- • MATTING FROM TOE OF CHANNEL 0 w�
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MATTING STAKING VIEW
1. USE WOOD STAKES 2"x2"x18"(NOT METAL)FOR MATTING SI CA
INSTALLED IN PUMP AROUND OR IN THE WET. 11^x 1r W
•,of cx•` 2. USE OF METAL STAPLES IS ACCEPTABLE WHEN L.L
~ i(� CONSTRUCTING IN THE DRY AND VEGETATION IS °ZTn°1fi O
A:`",`•;'�•_.�. .�• `•' ESTABLISHED PRIOR TO DIVERTING WATER. a
a Y. MATTING BLOWN STRAW O TNuwBER CL
0300072015
3. BLOWN STRAW AND SEED SHALL BE PLACED UNDER }
y'•`': 'SLOPEINSTAUATION APPRD EU LYMSTAPIESPER ROLL(SOR4 CROSS SECTION MATTING TO AID SEED GERMINATION. WNar J.EDwAROS�
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PBOYED BY.
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FIGURE H-SLOPE INSTALLATION SCALE:
NTS (H) Lum
M W
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C901
0 COPYRIGHT 2016 BY BREC,PA.,ALL RIGHTS RESERVED.THIS PLAN MAY NOT BE RE-USED,SOLD,LOANED,OR GIVEN TO OTHERS.REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BRED,P.A.IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.

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RIPARIAN PLANTING PLAN RIPARIAN SEEDING SCHEDULE e
BARE ROOTS WILL BE SELECTED FROM THE NATIVE VEGETATION SPECIES LISTED BELOW.TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 320 TREES PER ACRE AT MATURITY. •FOR USE WITHIN 25'RIPARIAN BUFFER.SEE E&SC SEEDING SCHEDULE FOR NON-BUFFER SEEDING SPECS. —­­G=-a ¢
TO ACHIEVE THIS DENSITY,APPROXIMATELY 436(10x10'SPACING)TO 681(8x8'SPACING)TREES PER ACRE SHOULD BE PLANTED INITIALLY.SHRUBS SHOULD BE PLANTED AT A DENSITY SUFFICIENT Cn
TO PROVIDE 1200 SHRUBS PER ACRE.NO MORE THAN 20%OF ANY SPECIES SHALL BE USED.PLUGS SHALL BE USED AT THE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT. SEEDING MIXTURE in EXEcunvE DRNE-suimzm ¢
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vntrsssaRo nc U697WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA 0
SHRUBS SPECIES %COMPOSTIION awaw.ama nPnrore e� ?
COMMON NAME SCIENTIFIC NAME , ,. W
PANICUM VIRGATUM(SWITCHGRASS 10
•BUTTONSUSH CEPHALANTHUS OCCIDENTALIS U
AMERICAN WITCH HAZEL HAMAMELIS VIRGINIANA PANICUM CLANDESTINUM(DEER TONGUE) 10 tHo w
TAG ALDER ALNUS SERRULATA JUNCOS EFFUSUS(SOFT RUSH) 1p �g6&sT,•4 i'sµ of
•CARouNA WILLOW SALIX CAROLINIANA CAREX WLPINOIDEA(FOX SEDGE) 10
•ELDERBERRY SAMBUCUS CANADENSIS SORGHASTRUM NUTANS(INDIAN GRASS) 10 g m
RED CHOKEBERRY ARONIA ARBUTIFOLIA• CHASMANTHIUM LATIFOLIUM(RIVER OATS) 10 F
*SILKY DOGWOOD CORNUS AMOMUIN ELYMUS HYSTRIX(BOTTLEBRUSH GRASS) 10
'SILKY WILLOW SALIX SERICEA VERNONIA GIGANTEA(GIANT IRONWEED) 5
WINTERBERRY ILEX VERTICILLATA Z
NINE BARK PHYSOCARPUS RUBECKIA HIRTA(BLACK EYED SUSAN) 5 oninole
TREES
EUPATORIUM FISTULOSUM(JOE PYE WEED) 5 ¢
-BLACK WALNUT Jl1GLANS NIGRA RHOS TYPHINA(STAGHORN SUMAC) 5 _j
•/-BLACK WILLOW SALOL NIGRA VERBENA HASTATA(BLUE VERVAIN) 5 REC.p
•SLACKGUM NYSSA SYLVATICA PENSTEMON DIGITALIS(TALL WHITE BEARD TONGUE) 5 ®"•••''R, LLI
-GREEN ASH FRAXINUS PENNSYLVANICA .NC6EL°aC 3se3.
-RED MAPLE ACER RUBRUM •
-RIVER BIRCH BETULA NIGRA APPLICATION: '
-SILVER MAPLE ACER SACCHARINUM APPLY AT A RATE OF 15LBS/ACRE. 20'•• '�? ~O
^SWEETGUM UQUIDAMBAR STYRACIFLUACAROB',,.•" Z
'SYCAMORE PLANTANUS OCCIDENTALIS SOIL AMENDMENTS: .••,•, O
"EASTERN HEMLOCK TSUGA CANADENSIS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10.10 FERTILIZER. 0
*SPECIES TO USE FOR LIVESTAKES
-TREES
MAINTENANCE:
TREES&SHRUBS REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.RESEED,FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY.
PER PLANS
WATER SURFACE �
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DO NOT USE WITHIN 25'RIPARIAN BUFFER.SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS DO NOT USE WITHIN 25'RIPARIAN BUFFER.SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS u)
SEEDING MIXTURE W
H
LATE WINTER&EARLY SPRING(FEB 15-MAY 15) SPECIES- RATE(LBIACRE) LL_ W
SPECIES RATE(LB/ACRE) MAINTENANCE 0 0:� LL
KENTUCKY BLUEGRASS 100 REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.MOW NO Q' :�E W
TALL FESCUE 20 MORE THAN ONCE PER YEAR. RESEED,FERTILIZE,AND MULCH DAMAGED AREAS Q Q
RYE GRAIN 120 REDTOP 10 IMMEDIATELY. M Lu w
AND SERICEA LESPEDEZA 5 M m
KOREAN LESPEDEZA 50 SOIL PREPARATION: SOIL PREPARATION:
SOIL TEST:SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT KOREAN LESPEDEZA 5 SOIL TEST:SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT 0 ~ Z
SUMMER(MAY 15-AUGUST 15) (PHOSPHORUS,POTASSIUM,CALCIUM AND MAGNESIUM)LEVELS ARE IN A RANGE (PHOSPHORUS,POTASSIUM,CALCIUM AND MAGNESIUM)LEVELS ARE IN A RANGE 0 ¢
SPECIES RATE(LB/ACRE) THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE SEEDING NOTE THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE Z
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME. 1. AFTER AUGUST 15.USE UNSCARIFIED SERICEA LESPEDEZA SEED. NEEDED AMOUNTS OF FERTILIZER AND/OR LIME. W
GERMAN MILLET 40 2. WHERE APPEARANCE IS A CONSIDERATION,OMIT SERCIA LESPEDEZA AND J�F
LLJ
OR CLEAN AND ROUGH GRADE:REMOVE ALL DEBRIS FROM THE LOCATION TO BE INCREASE KOREAN LESPEDEZA TO 40 LB/ACRE. CLEAN AND ROUGH GRADE:REMOVE ALL DEBRIS FROM THE LOCATION TO BE
TALL FESCUE 50 PLANTED.THIS INCLUDES ROCKS,BOTTLES,LARGE ROOTS AND OLD TREE TRUNKS. NURSE PLANTS PLANTED.THIS INCLUDES ROCKS,BOTTLES,LARGE ROOTS AND OLD TREE TRUNKS. in
IF EXTENSIVE GRADING IS NEEDED,REMOVE THE TOPSOIL AND STOCKPILE IT FOR BETWEEN MAY 1 AND AUGUST 15 ADD 10 LBIACRE GERMAN MILLET OR 15 LB/ACRE TALL IF EXTENSIVE GRADING IS NEEDED,REMOVE THE TOPSOIL AND STOCKPILE IT FOR ZD
FALL(AUGUST 15-DECEMBER 15) REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED. FESCUS,PRIOR TO MAY 1 OR AFTER AUGUST 15,ADD 40 LBIACRE RYE GRAIN, IT MAY BE REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZA o W
SPECIES RATE(LBIACRE) g (D
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING, IN MARCH. THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING, o< p
RYE GRAIN 120 ESPECIALLY IF THE GROUND IS WET.THIS COMPACTED LAYER MUST BE BROKEN ESPECIALLY IF THE GROUND IS WET.THIS COMPACTED LAYER MUST BE BROKEN F $ J
SEEDING DATES BEST POSSIBLE a
UP.A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS;A UP.A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS;A o w<z
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES. SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES. >N O
SOIL AMENDMENTS BELOW 2500 FT: AUG 15-SEP 1 JULY 25-SEP 15 o E a Z
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LBIACRE GROUND DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE MAR 1-APR 1 MAR 1-MAY 10 DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE LL Y
AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-10.10 FERTILIZER. INCREASE FERTILIZER SPEED AND DEPTH OF ROOTING. A TRACTOR-MOUNTED OR SELF-PROPELLED SPEED AND DEPTH OF ROOTING. A TRACTOR-MOUNTED OR SELF-PROPELLED a w v J
RATE TO 1000 LB/ACRE IN THE FALL. ABOVE 2500 FT: JULY 25-AUG 15 JULY 15-AUG 30 ¢
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE w Z
MULCH EXISTING TREES IN THE LAWN.CUTTING TOO MANY TREE ROOTS DURING SOIL MAR 20-APR 20 MAR 5-MAY 15 EXISTING TREES IN THE LAWN.CUTTING T00 MANY TREE ROOTS DURING SOIL d O
APPLY 4000-5000 LBIACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE COMPLETE SEEDING EARLIER IN THE FALL,AND START LATER IN THE SPRING ON NORTH TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE a U)
"x" U)MULCHING MATERIAL.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR A MULCH
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL.IF ADDITIONAL SOIL IS AND EAST FACING SLOPES. SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL.IF ADDITIONAL SOIL IS Lw
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A NECESSARY AT A TREE BASE,CONSTRUCT A"TREE WELL." NECESSARY AT A TREE BASE,CONSTRUCT A"TREE WELL.' orz rzois
MULCH ANCHORING TOOL. SOIL AMENDMENTS
MAINTENANCE REPLACE THE TOPSOIL:ONCE THE SUBSURFACE IS ESTABLISHED,RETURN THE APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE REPLACE THE TOPSOIL:ONCE THE SUBSURFACE IS ESTABLISHED,RETURN THE oMa R o oaozzaie
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED,FERTILIZER,AND MULCH TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA.ALLOW FOR AT LEAST GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER. TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA.ALLOW FOR AT LEAST
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 LB/ACRE OF 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED.THIS MEANS PLACING MULCH 6 TO B INCHES OF DEPTH AFTER THE SOIL HAS SETTLED.THIS MEANS PLACING J EDWARDS
LL
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE.IMPROVE THE SOIL BY APPLY 4000.5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE.IMPROVE THE SOIL BY 0VE'a`
15,OVERSEED WITH 50 LBIACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY ADDING ORGANIC MATTER.THIS IMPROVES WATER RETENTION IN SANDY SOILS MULCHING MATERIAL.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR ROVING. ADDING ORGANIC MATTER.THIS IMPROVES WATER RETENTION IN SANDY SOILS cHuacH 0
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MARCH. AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING. SCALL O7
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