20170998 Ver 1_401 Application_20170810

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oma, pG Office Use Only:
TCorps action ID no.
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DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
1.
Applicant Information 2
Processing
Q
1 a.
Type(s) of approval sought from the
Corps:
X Section 404 Permit ❑ Section 10 Permit
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
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes X No
For the record only
❑ Yes
for Corps Permit:
X 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
X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
X No
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:
Eric Green Stream Restoration
2b.
County:
Watauga
2c.
Nearest municipality / town:
Boone
2d.
Subdivision name:
NA
2e.
NCDOT only, T.I.P. or state
project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Eric Neal Greene
3b.
Deed Book and Page No.
721/583
3c.
Responsible Party (for LLC if
applicable):
N/A
3d.
Street address:
3112 Colby Chase Dr
3e.
City, state, zip:
Apex, NC 28539
3f.
Telephone no.:
3g.
Fax no.:
N/A
3h.
Email address:
N/A
Page 1 of 10
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
X Agent ❑ Other, specify:
4b.
Name:
Derek Goddard
4c.
Business name
(if applicable):
BREC, PA
4d. Street address:
126 Executive Drive
4e.
City, state, zip:
Wilkesboro, NC 28697
4f.
Telephone no.:
336-844-4088
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Derek Goddard
5b.
Business name
(if applicable):
Blue Ridge Environmental Consultants, P.A.
5c.
Street address:
126 Executive Drive
5d.
City, state, zip:
Wilkesboro, NC 28697
5e. Telephone no.:
336-844-4088
5f.
Fax no.:
336-609-7726
5g.
Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
2960-75-9567-000
1 b. Site coordinates (in decimal degrees):
Latitude: 36.212575 Longitude: - 81.481804
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
98.01 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Stoney Fork
proposed project:
2b. Water Quality Classification of nearest receiving water:
C;Tr
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:
1500 Perennial
3d. Explain the purpose of the proposed project:
To improve water quality, prevent bank erosion, exclude livestock, improve habitat, and improve overall functional of the
stream.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project restore 1235 linear feet of the stream based on the attached detailed plans using a track excavator and
natural channel design techniques. Because of the large CFS in this stream we ask that the. requirement to work in the,
dry be waived.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
El Yes No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary Final
of determination was made?
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 10
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
Wetlands 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
❑ Yes
Corps
W1 P T
Fill
No
❑ DWQ
❑ Yes
❑ Corps
W2 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W3 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W4 []PMT
❑ No
❑ DWQ
❑ Yes
❑ Corps
W5 ❑ P ❑ T
❑ No
❑ DWQ
❑ Yes
❑ Corps
W6 ❑ P ❑ T
❑ No
❑ DWQ
2g. Total wetland impacts
.30.
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
Stoney Fork
❑X PER
I NTS2
X,Corrp\ss
4
1235
P ❑ T
PER
❑ INT
Corps
DWQ
❑ PER
❑ Corps
S3 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S4 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S5 ❑ P ❑ T
❑ INT
❑ DWQ
❑ PER
❑ Corps
S6 ❑ P ❑ T
❑ INT
1 ❑ DWQ
3h. Total stream and tributary impacts
1235
3i. Comments:
Page 4 of 10
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 ❑ PEI 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. Tota I
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 E] Tar -Pamlico E] 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.
El Yes
B1 ❑P❑T
❑ No
❑ Yes
B2 ❑ P ❑ T
❑ No
El Yes
B3 ❑P❑T
❑ No
6h. Total buffer impacts
6i. Comments:
Page 5 of 10

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 repair the stream from bad erosion problems and improve water quality.
Erosion control will be adhered to for sensitive watersheds. At the end of each day the work will be stabilized.
1 b.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Stringent erosion control standards for sensitive water sheds will be adhered too.. At the end of each day the work will be
stabilized. All work will be conducted from the banks whenever feasible. Limited contact with live water will occur. All
machinery is late model and in good working order.
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?
❑ Yes X No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑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 6 of 10
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
buffer mitigation?
❑ Yes X No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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 7 of 10

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 X 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
2a.
What is the overall percent imperviousness of this project?
0%
2b.
Does this project require a Stormwater Management Plan?
❑ Yes it No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
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
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ 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 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
❑ Yes ❑ No
attached?
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 8 of 10
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
El Yes
No
letter.)
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 9 of 10
PCN Form — Version 1.3 December 10, 2008 Version

6.
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 - hftp://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?
hftp://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?
hftp://www.hpo.ncd'cr.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
A, A �
08/9/2017
Applicant/Agent's Printed Name
Applican Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 10 of 10

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION
PIN: 2960759567000 Stoney Fork Watauga County NC
STREET ADDRESS: Pin — 2960759567000 — Stoney Fork Road, Deep Gap, NC
Property Owner: Eric Neal Greene
The undersigned, registered property owners of the above noted property, do hereby authorize
Agent of BREC, PA to act on my behalf and take all actions necessary for the
processing, issuance and acceptance of this permit or certification and all standard and special
conditions attached. Further I authorize the USDA —NRCS to give BREC, PA employees access to
my Equip Application File & All Files at USDA.
Property Owner's Address (if different than property above):
Eric Neal Greene
3112 Colby Chase Drive
Apex NC 27539
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
Authorized ignature
Date: J y4 _ 2(::;,/
19, If- &*..I 6/rte-,4,
Print — Name, Title

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36° 13 1"N
36° 12' 30'N
3 Soil Map—Watauga County, North Carolina
(GREENE SOILS MAP)
456000 456100 456200 456300 456400 456500 456600 456700 456800
3
Map Scale: 1:6,740 if printed on A landscape (11" x 8.5") sheet
m Meters
N
0 50 100 200 300
A`
0 300 600 1200 1800
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
3
N
457400
g 36° 13' 1"N
F
ffi
g
F
36°
2'3(r N
4�b;1)C 4570DO 457100 457200 457300 457400
3
m
m
6/6/2016
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
/ OF Soil Map Unit Lines
13
Soil Map Unit Points
Special
Point Features
(o,
Blowout
0
Borrow Pit
X
Clay Spot
Enlargement of maps beyond the scale of mapping can cause
Closed Depression
Wet Spot
Gravel Pit
misunderstanding of the detail of mapping and accuracy of soil line
Gravelly Spot
Landfill
`
Lava Flow
Other
Marsh or swamp
a
Mine or Quarry
0
Miscellaneous Water
0
Perennial Water
V
Rock Outcrop
+
Saline Spot
Sandy Spot
4Rt,
Severely Eroded Spot
Sinkhole
lr
Slide or Slip
+44
Sodic Spot
Soil Map—Watauga County, North Carolina
(GREENE SOILS MAP)
MAP INFORMATION
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 6/6/2016
1011111 Conservation Service National Cooperative Soil Survey Page 2 of 3
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:12,000.
Stony Spot
Warning: Soil Map may not be valid at this scale.
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
p
Other
soils that could have been shown at a more detailed scale.
.�
Special Line Features
– _ -
Please rely on the bar scale on each map sheet for map
Water Features
measurements.
Streams and Canals
Source of Map: Natural Resources Conservation Service
Transportation
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
+44
Rails
Coordinate System: Web Mercator (EPSG:3857)
ry
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
US Routes
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Major Roads
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
Local Roads
This product is generated from the USDA-NRCS certified data as of
Background
the version date(s) listed below.
Aerial Photography
Soil Survey Area: Watauga County, North Carolina
Survey Area Data: Version 14, Sep 16, 2015
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Oct 22, 2010—Mar 17,
2011
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 6/6/2016
1011111 Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Watauga County, North Carolina
Map Unit Legend
GREENE SOILS MAP
Watauga County, North Carolina (NC189)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CSC
Cullasaja very cobbly loam, 8 to
2.8
1.6%
15 percent slopes, very stony
DeB
Dellwood cobbly sandy loam, 1
10.8
6.2%
to 5 percent slopes,
occasionally flooded
EvD
Evard-Cowee complex,
54.0
30.9%
escarpment, 15 to 30 percent
slopes, stony
EvE
Evard-Cowee complex,
80.0
45.7%
escarpment, 30 to 50 percent
slopes, stony
NkA
Nikwasi loam, 0 to 3 percent
4.0
2.3%
slopes, frequently flooded
SnB
Saunook loam, 2 to 8 percent
8.1
4.7%
slopes
SnC
Saunook loam, 8 to 15 percent
11.4
6.5%
slopes
SnD
Saunook loam, 15 to 30 percent
3.8
2.2%
slopes
Totals for Area of Interest
174.9
100.0%
USDA Natural Resources Web Soil Survey 6/6/2016
Conservation Service National Cooperative Soil Survey Page 3 of 3

ERIC GREENE
STREAM RESTORATION
O
1O
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F
US h�iy�
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SITE 70W�O
2
0
N
STONEY FORK ROAD
VICINITY MAP (NTS)
PROPERTY OWNER:
ERIC N. GREENE
3112 COLBY CHASE DRIVE
APEX, NC 27539
PROPERTY ADDRESS:
605 STONEY FORK ROAD
PARCEL ID: 2960759567000
DEED BOOK/PAGE: 721 /583
x ERIC N2EAL GREENE 3
RESTORATSON SITE
Tk<
ST
USGS MAP (NTS)
1:24,000 (MAPLE SPRINGS QUAD)
TOPOGRAPHIC SURVEY:
BLUE RIDGE GEOMATICS, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3576
ENGINEER:
BREC, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE # C-3448
RESTORATION NATIONWIDE #27 IMPACTS:
STONY FORK CREEK 1235'
USDA - NRCS CONTRACT NUMBER
EQIP 2014 7445321611V
NORTH CAROLINA COUNTY MAP
(WATAUGA COUNTY)
SHEETINDEX
C000
COVER SHEET
C100
OVERALL PLAN
C101
PLAN & PROFILE
C102
PLAN & PROFILE
C103
PLAN & PROFILE
C104
PLAN & PROFILE
C105
STRUCTURE TABLE
C900
DETAILS
C901
DETAILS
C902
DETAILS
JUSTIN C. CHURCH, PE
TSP 11-7806
CITY/TOWN: DEEP GAP, NC SITE COORDINATES: LATITUDE = 36.212575° N LONGITUDE = -81.481804° W
COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, PA.. ALL RIGHTS RESERVED. THIS PLAN MAY NCT BE RE -USED. SOLD. LOANED. OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PI AN WITHOUT THF WRITTEN CnNAFNT nF RI uF RInGE ENVIRONMENTAL CONSULTANTS. P A IS PROHIRIT n ANn K A Vlnl -- 11 1-1— rno--T I L— P1IM—Al F FY FWFS UP Tn Sinn nnn PPR nPFP"P
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PLAN WITHOUT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, PA IS PROHIBITED AND IS A
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CENTERLINE PROFILE
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1+100 2+100
LEGEND
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SEE DET. 1/C900 SEE DET. 2/C900
3+00 3+89
0+00
+00
2330
2320
2310
2300
2290
2280
2270
2260
2250
2240
2230
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\ LIVESTOCK
\ EXCLUSION
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\ \
6 COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS. P A. ALL RIGHTS RFSERVEO. TMS PLAN MAY NOT BE REA)SED. SOLD. LOANED. OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN
\
WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, PA. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,
HI /
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L
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2303.50
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2303.16
HU
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2298.58
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CROSSING STD. 578 -
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\ EXCLUSION
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6 COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS. P A. ALL RIGHTS RFSERVEO. TMS PLAN MAY NOT BE REA)SED. SOLD. LOANED. OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN
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WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, PA. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,
HI /
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30 15 30 60
L
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3+89 4+00
233
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231
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224
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CENTERLINE PROFILE
STATION
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LEGEND
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7+00 7+78
3+89 4+00
2330
2320
2310
2300
2290
2280
2270
2260
2250
2240
2230
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TW R PI AN WRHOI Tf THF WRRTFN r"DNRFNT OF M I IF RIDGE ENVIRONMENTAL CONSULTANTS. PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS. PUNISHABLE BY FINES UP TO 5100.000 PER OFFENSE
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2283.95
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2280.77
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2290
2280
2270
2260
2250
2240
2230
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/ 30 15 0 30 60
TW R PI AN WRHOI Tf THF WRRTFN r"DNRFNT OF M I IF RIDGE ENVIRONMENTAL CONSULTANTS. PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS. PUNISHABLE BY FINES UP TO 5100.000 PER OFFENSE
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233
232
231
230
m 229
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226
225
224
223
CENTERLINE PROFILE
STATION
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LEGEND
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11+00 11+67
7+ 8 8+00
10+00
11+00
2330
2320
2310
2300
2290
2280
2270
2260
2250
2240
2230
11+67
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FENCE
RF.SFRVFO THIS PI AN BRAY NOT RF RF-SFD SOI 0 1 OANFD. OR OWEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PI AN WRHOIfT THE WRRTFN C.ONSFNT K RI I tF RIDGE ENVIRONMENTAL CONSULTANTS. PAIS PROMRITED ANO IS;
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2277.91
2276.58
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HEAD
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2269.52
2267.90
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HEAD C
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2265.24
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7.08
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2270.02
2268.40
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2273.92
2271.64
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273.42..
7+ 8 8+00
10+00
11+00
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2320
2310
2300
2290
2280
2270
2260
2250
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RF.SFRVFO THIS PI AN BRAY NOT RF RF-SFD SOI 0 1 OANFD. OR OWEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PI AN WRHOIfT THE WRRTFN C.ONSFNT K RI I tF RIDGE ENVIRONMENTAL CONSULTANTS. PAIS PROMRITED ANO IS;
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2278.41
2277.91
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8+19.09
HEAD OF POOL
2277.08
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0+41.28
HEAD OF POOL
2304,10
8+39.09
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2276.58
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0+61.28
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2303.50
8+54.09
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2275.75
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2 20
0+76.36
HEAD OF POOL
2302.66
8+74.18
HEAD OF RIFFLE
2275.25
13.5'
0+96.37
HEAD OF RIFFLE
2302.16
8+89.09
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2274.42
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1+11.33
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2301.33
9+08.87
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2273.59
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1+35.03
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2300.83
9+28.92
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2273.42
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9+43.88
9+57.88
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HEAD OF POOL
HEAD OF POOL
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2272. 92
2272.14
2271.64
2271.14
2270.02
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2299.08
2+01.86
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2298.58
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2297.29
2+57.76
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2296.79
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2293.97
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2265.74
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2265.24
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2291.31
4+20.69
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2290.81
11+91.13
12+06.13
12+26.13
12+41.13
HEAD OF RIFFLE
HEAD OF POOL
HEAD OF RIFFLE
HEAD OF POOL
2263.90
2263.07
2262.57
2261.73
-0+20 0+00 0+20
4+43.42
HEAD OF POOL
2290.31
4+63.29
HEAD OF RIFFLE
2289.81
4+81.29
HEAD OF POOL
2288.80
5+15.55
HEAD OF POOL
2288.30
5+33.41
HEAD OF RIFFLE
2287.80
5+48.41
HEAD OF POOL
2286.97
5+65.74
HEAD OF POOL
2286.47
5+83.08
HEAD OF POOL
2285.97
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6+18.83
HEAD OF POOL
2284.45
6+38.83
HEAD OF RIFFLE
2283.95
6+53.99
HEAD OF POOL
2283.11
6+73.99
HEAD OF RIFFLE
2282.61
6+88.99
HEAD OF POOL
2281.77
7+10.60
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2281.27
7+30.64
HEAD OF RIFFLE
2280.77
7+49.09
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2279.75
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2279.25
€ COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS.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 BLUE RIDGt tNVIKUry tN IAL UUNbULIAN IS, PA IS PROHIBITED AND 13 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $11)0.000 PER OFFENSE
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Q1 WATER FLOW
C900 BANKFULL N' /
LOG J -HOOK ROOTWAD COMBO
GAP
FEATHER 3x1186
OUT BAYA A2BACKFILL WITH ROCK SILL
SELECT MATERIALFOOTERLOGHEADERROOT WADBOULDER
ANCHOR BOULDER
TIED INTO
STREAM BANK PLAN VIEW
GENERAL NOTES.
1. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE 114 DIAMETER FROM THE TOP OF THE
LOG. THE NAILS SHALL BE ON 12 INCH CENTERS, FILTER FABRIC SHALL BE BURIED IN THE BOTTOM OF THE CHANNEL
AND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
2. A TRENCH SHALL BE DUG IN SUCH A MANNER THAT THE FOOTER LOGS A MINIMUM OF 213 OF THE HEADER BOULDER IS
BURIED BENEATH THE BED SURFACE ELEVATION.
3. A HYDRAULIC EXCAVATOR WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMB SHALL BE USED TO PLACE BOULDERS
AND LOGS WITH THE SUPERVISION OF THE ENGINEER.
4. SEE SPECIAL PROVISIONS FOR HEADER AND FOOTER DIMENSIONS.
S. FOOTER LOG SHALL BE PLACED FIRST NTH HEADER LOG PLACED ON TOP PRIOR TO BACKFILLING THE TRENCH.
6. 113 OF THE WAY ACROSS THE CHANNEL FROM THE OUTSIDE BANK THE HEADER ROCK SHALL BE PLACED AT 0.2 FT
ABOVE THE CHANNEL.
7. THERE SHALL BE GAPS BETWEEN THE HEADER ROCKS OF AT LEAST 3 TIMES THE D84 OF THE CHANNEL BED..
8. HEADER LOGS SHALL SLOPE FROM THE BED ELEVATION, AT THE HEAD OF THE VANE, TO 1f2 BANKFULL ELEVATION AT A
SLOPE OF 2%-5%. HEADER AND FOOTER LOGS SHALL BE TED SECURELY INTO THE BANK IN SUCH A WAY THAT IT
ELIMINATES THE POSSIBIUTY OF STREAMFLOW DIVERTING AROUND THEM.
9. ANY SOIL DISTURBED DURING THE PLACEMENT OF .1 -HOOK VANES, SHALL BE SEEDED USING TEMPORARY AND
PERMANENT SEEDING METHODS.
10.ROOTWAD, FOOTER, AND HEADER LOGS SHALL BE CABLED TOGETHER AT THE HORIZONTAL LOCATION OF BANKFULL
11. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANE STRUCTURE TO PREVENT WASHOUT OF
SEDIMENT THROUGH BOULDER GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER
BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
SECTION A -A
SECTION B -B
FILTER
20 -
BACKFILL'
SELECT MATE
SINGLE STEP ROCK CROSS VANE
' }OF PROPOSED '
BANKFULL WIDTH
CFULL
:E NOTE 7
}OF PROPOSED
B 1
WIDTH
WIDTH JI
GROUND SURFACE BANKFULL ELEVATION
l STREAMBANK
BANKFULL
BANKFULL WIDTH
SLOPE OF VANE FROM CENTERLINE
2%-5% 112 BANKFULL ELEVATON
BACKFILL
PE EN
ELEVATION
'S^•-
SELECT MATERIAL
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SECTION A -A
BOULDERS
U
WILL BE PLACED INTO
TOP OF CEN
FOOTERLOGS
FILTER FABRIC
CROSS-SECTION A MINIMUM OF THE ROCK
LONGITUDINAL PROFILE
WILL BE PLACED INTO
ROCK SILL
THE EXISTING SUBTRATE
HEADER LOG
STREAM BED
AND SHALL BE A MINIMUM STREAMBED FOOTER BOULDER
FOOTER LOG
ELEVATION
OF THE 18' DIAMETER ELEVATION
SECTION A -A
SECTION B -B
FILTER
20 -
BACKFILL'
SELECT MATE
SINGLE STEP ROCK CROSS VANE
' }OF PROPOSED '
BANKFULL WIDTH
CFULL
:E NOTE 7
1�GEN RAL NO S:
ARE TO BE STRUCTURE STONE
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A AND
SELECT MATERIAL OR CHINKING STONE APPROVED BY DESIGN
ENGINEER, AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGN
ENGINEER.
4. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.
5. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE OR
SHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.
6. SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARM
SHALL BE 2.5%.
7. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.
8. THERE SHALL BE NO DROP GREATER THAN 6INCHES.
9. THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BE
EQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THE
FOOTER ROCKS DIRECTLY UPSTREAM.
10. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL
BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
STREAMBANK
BANKFULL ELEVATION
15%V'wFS[OpE
}OF PROPOSED
OF PROPOSED
BANKFULL WIDT }OF PROPOSED
BANKFULL WIDTH
BANKFULL WIDTH
SLOPE OF VANE FROM CENTERLINE
NO GAPS
BANKFULL
PE EN
ELEVATION
BOULD
NSTMREAMBEDFOOTER
Lu
SECTION A -A
BOULDERS
U
WILL BE PLACED INTO
TOP OF CEN
THE EXISTING SUBSTRATE
AT ELEV
CROSS-SECTION A MINIMUM OF THE ROCK
LONGITUDINAL PROFILE
DIAMETER
1�GEN RAL NO S:
ARE TO BE STRUCTURE STONE
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A AND
SELECT MATERIAL OR CHINKING STONE APPROVED BY DESIGN
ENGINEER, AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGN
ENGINEER.
4. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.
5. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE OR
SHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.
6. SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARM
SHALL BE 2.5%.
7. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.
8. THERE SHALL BE NO DROP GREATER THAN 6INCHES.
9. THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BE
EQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THE
FOOTER ROCKS DIRECTLY UPSTREAM.
10. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL
BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
STREAMBANK
BANKFULL ELEVATION
15%V'wFS[OpE
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1 LIVESTAKE/BAREROOT PLANTING
C 901 DIBBLE PLANTING METHOD
USING THE RBC PLANTING BAR
PLANTING NOTES:
(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFER
PLANTING BAG A PLAN NG)
DURING PLANTING, SEEDLINGS SHALL
BE KEPT IN A MOIST CANVAS BAG OR
SIMILAR CONTAINER TO PREVENT THE STAKING MAY BE REQUIRED THROUGH
ROOT SYSTEMS FROM DRYING. MATTING, ROCK OR COMPACTED SOILS
KBC PLANTING BAR A STARTER HOLE MAY BE REQUIRED.
PLANTING BAR SHALL HAVE A BLADE WITH 1, INSERT PLANTING 2. REMOVE PLANTING 3. INSERT PLANTING
A TRIANGULAR CROSS SECTION, AND BAR AS SHOWN AND BAR AND PLACE BAR 21N. TOWARD
SHALL BE 121N. LONG, 41N. WIDE AND 11N. PULL HANDLE SEEDLING AT PLANTER FROM
THICK AT CENTER. LIVE STAKES TOWARDaPLANTER. CORRECT DEPTH. SEEDLING.
ROOT PRUNING 1
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT NO EXISTINGIPROPOSED
ROOTS EXTEND MORE THAN 10 GROUND
INCHES (101N.) BELOW THE ROOT EXISTING/PROPOSEDSTREAMBED
COLLAR GENERAL NOTES:
1. LIVE STAKES SHALL BE EVENLY SPACED 1 PER 4. PULL HANDLE OF C6. LEAVE
5. PUSH HANDLE
SQUARE CUT BAR TOWARD FORWARD FIRMING COMPACTION HOLE
SQ.YD. PLANTER, FIRMING OPEN. WATER
SOIL AT BOTTOM.
BUDS (FACING UPWARD) 2. LIVE STAKES SHALL BE DRIVEN UNTIL SOIL AT TOP.
THOROUGHLY.
LIVE CUTTING
(1/2' TO 1- DIAMETER) R
ANGLE CUT
3OA45A
LIVE STAKE
3
C901
APPROXIMATELY OF LIVE STAKE IS WITHIN
GROUND.
3. IF STARTER HOLE IS NEEDED, MINIMIZE AIR
POCKET.
4. UTILIZE ALL ON SITE TRANSPLANT MATERIALS
MADE AVAILABLE BY THE OWNER. ONCE
SOURCE OF TRANSPLANT MATERIAL HAS BEEN
HARVESTED, THEN UTILIZE LIVE STAKING.
BANK STABILIZATION WITH LIVE STAKES
r1AH�Tp f 3V, .�—• V ~
-- GBOMD
t / SMAM
GENERAL NOTES:
1. TREE REFORESTATION SHALL BE PLANTED 6 TO 10' ON
CENTER, RANDOM SPACING, AVERAGING B' ON CENTER,
APPROXIMATELY 436.681 PLANTS PER ACRE.
2. OTHER PLANTING METHOD CAN BE USED WITH THE
PERMISSION OF THE PLANTING SUPERVISOR
Sucam Crossing Cross-Smtion
Grading (Beam or Exon ditch) Lookma Dowmtream
At each and of crcasv ig w paveo
smfacc —IT Oom ctrunng the asairtg Botwm width:._— It.
LM.A�
hr,r f -t Lcn ramp: ._. A. lo10,4&_ .___.bpe(%a H:V)
Right nmp: fL long, slope (14 or H:V)
Crowing RPf— —ft (P—Old to V—): _ R.
Lwe pal
?,Lm. dia. 3 112" Surf— Mwcoal & Thick—
Lcist g scam chanm:l }��J
II
m—may
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Sa Tae
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Tr—b Detail t
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Fabtic Fitt. Clap
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MRn men NR(—, Mamml Sr—. 597
Supiq
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See Datil
Tnodung D t d
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F—Paet
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_
StabiTm d cog dais
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Trench Detail
nmp
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R.& re.p
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-
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Tnodung D t d
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Caution 578 - Stream Crossing (Fad Type)
1 . * , ,,. USDA-NR(S North Carolina
TYPICAL MATTING LOCATION DETAIL
BANKFULL
ROCK CONSTRUCTED RIFFLE - SECTION B -B'
L/'BEO NSTAWTgN-APPROXIWTFLY app STARES PER ROLL Ir vv�rtl.n
OR WIMM REOUMED WE BIANIQ:T SMONN
2' LONG 1' x 2' WOOD STAKES
FIGURE A - BED INSTALLATION wl2' GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING 2' LONG 1" x 2' WOOD STAKES w/ 2'
GALVANIZED ROOFING NAIL AT THE
KANOn SECTION A -A 0 0 0 TOP TO HOLD MATTING
�. MATTING FROM TOE OF CHANNEL
TO 2 FT. BEYOND BANKFULL
G-0 EVnaT -(A`
AURiAQ ..0 .<,",- a • •••a'•,
"%'x`.•:` MATTING STAKING VIEW NOTES:
1. USE WOOD STAKES 2'x2'x18' (NOT METAL) FOR MATTING
INSTALLED IN PUMP AROUND OR IN THE WET.
2. USE OF METAL STAPLES IS ACCEPTABLE WHEN
MATTING BLOWN STRAW CONSTRUCTING IN THE DRY AND VEGETATION IS
e ESTABLISHED PRIOR TO DIVERTING WATER
`_,.:,saEE.srAtuna-rnloraaYAosTAPIESPERRolilea.3. BLOWN STRAW AND SEED SHALL BE PLACED UNDER
CROSS SECTION
wonn�as�- MATTING TO AID SEED GERMINATION.
FIGURE H - SLOPE INSTALLATION
E !`MVRI(:HT ante RV RI IF PlnrFFMAPONMFNTAI MMn lII TANTO PA all—HTRaFRF—n THIRPI ANMAVNOTRFRFJIRPI R" r) IOANFO ORrJVFNTn OTHFRR RFPRnntl'TinNf1R nTnr.f)PVINrnFTMICPI ANWf Wn[MTM[WRITTFun ,eeuTn QIIFRInrFFNVIRONMFNTAI CnNCIIITANTC P A IC PP—RI—nNn lC etaN ATlrvinec—Al—D-1-1 ewe Pi iuieunoic Pv nuee iio Tn e�rvi mn Peo rt<eeuee

RIPARIAN PLANTING PLAN
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.
TO ACHIEVE THIS DENSITY, APPROXIMATELY 436 (IOk10' SPACING) TO 681 (8k8' SPACING) TREES PER ACRE SHOULD BE PLANTED INITIALLY. SHRUBS SHOULD BE PLANTED AT A DENSITY SUFFICIENT
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 STABIUTY AND HABITAT.
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
SHRUBS
COMMON NAME
SCIENTIFIC NAME
'BUTTONBUSH
CEPHAIANTHUS OCCIDENTALIS
AMERICAN WITCH HAZEL
HAMAMELIS VIRGINIANA
'TAG ALDER
ALNUS SERRULATA
'CAROLINA WILLOW
SALIX CAROLINIANA
'ELDERBERRY
SAMBUCUS CANADENSIS
RED CHOKEBERRY
ARONIA ARBUTIFOLIA'
'SILKY DOGWOOD
CORNUS AMOMUIN
'SILKY WILLOW
SAUX SERICEA
WINTERBERRY
ILEX VERTICILLATA
'NINE BARK
PHYSOCARPUS
EUPATORIUM FISTULOSUM (JOE PYE WEED)
TREES
"BLACK WALNUT
JUGLANS NIGRA
'P'BLACK WILLOW
SALIX NIGRA
"BLACKGUM
NYSSA SYLVATICA
"GREEN ASH
FRAXINUS PENNSYLVANICA
-RED MAPLE
ACER RUBRUM
"RNER BIRCH
BETULA NIGRA
"SILVER MAPLE
ACER SACCHARINUM
"SWEETGUM
UOUIDAMBAR STYRACIFLUA
"SYCAMORE
PLANTANUS OCCIDENTALIS
"EASTERN HEMLOCK
TSUGA CANADENSIS
'SPECIES TO
USE FOR UVESTAKES
"TREES
TREES 6 SHRUBS
PER PLANS
/_
WATER SURFACE
FLOODPLAIN BENCH
LIVESTAKES 8
FLOODPLAIN
PLUGS PER PLANS
E&SC TEMPORARY SEEDING SCHEDULE
' DO NOT USE WITHIN 25RIPARIAN BUFFER SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
LATE WINTER 8 EARLY SPRING (FEB 15 -MAY 151
SPECIES RATE (LB/ACRE)
RYE GRAIN
120
AND
% COMPOSTIION
KOREAN LESPEDEZA
50
SUMMER (MAY 15 -AUGUST 151
SPECIES
RATE (LBIACRE)
GERMAN MILLET
40
OR
SORGHASTRUM NUTANS (INDIAN GRASS)
TALL FESCUE
50
FALL (AUGUST 15 -DECEMBER 15)
SPECIES
RATE (LBIACRE)
RYE GRAIN
120
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SOIL AMENDMENTS SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LBIACRE GROUND DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
AGRICULTURAL LIMESTONE AND 750 LBIACRE 10.10.10 FERTILIZER. INCREASE FERTILIZER SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
RATE TO 1000 LBIACRE IN THE FALL. TILLER WILL ADEQUATELY TILL THE SOIL TAKE CARE NOT TO DESTROY THE
MULCH EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
APPLY 4000-5000 LBIACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE TREES CAN ALSO BE
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL IF ADDITIONAL SOIL IS
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A NECESSARY AT A TREE BASE, CONSTRUCT A"TREE WELL"
MULCH ANCHORING TOOL.
MAINTENANCE REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE RESEED, FERTILIZER, AND MULCH TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA ALLOW FOR AT LEAST
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE, TOPDRESS WITH 50 LBIACRE OF 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
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
15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
MARCH. AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
RIPARIAN SEEDING SCHEDULE
FOR USE WITHIN 25' RIPARIAN BUFFER. SEE EBSC SEEDING SCHEDULE FOR NON -BUFFER SEEDING SPECS.
SEEDING MIXTURE
SPECIES
% COMPOSTIION
PANICUM VIRGATUM (SWITCHGRASS
10
PANICUM CLANDESTINUM (DEER TONGUE)
10
JUNCUS EFFUSUS (SOFT RUSH)
10
CAREX VULPINOIDEA (FOX SEDGE)
10
SORGHASTRUM NUTANS (INDIAN GRASS)
10
CHASMANTHIUM LATIFOLIUM (RIVER OATS)
10
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)
10
VERNONIA GIGANTEA (GIANT IRONWEED)
5
RUBECKIA HIRTA (BLACK EYED SUSAN)
5
EUPATORIUM FISTULOSUM (JOE PYE WEED)
5
RHUS TYPHINA (STAGHORN SUMAC)
5
VERBENA RASTATA (BLUE VERVAIN)
5
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)
5
APPLICATION:
APPLY AT A RATE OF 15LBSIACRE.
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LBIACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LBIACRE 5.10-10 FERTILIZER.
MAINTENANCE:
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
E&SC PERMANENT SEEDING SCHEDULE
DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
SEEDING MIXTURE
RATE (LB/ACRE)
KENTUCKY BLUEGRASS 100
TALL FESCUE 20
REDTOP 10
SERICEA LESPEDEZA 5
KOREAN LESPEDEZA 5
SEEDING NOTE
1. AFTER AUGUST 15. USE UNSCARIFIED SERICEA LESPEDEZA SEED.
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZA AND
INCREASE KOREAN LESPEDEZA TO 40 LB/ACRE
NURSE PLANTS
BETWEEN MAY 1 AND AUGUST 15 ADD 10 LBIACRE GERMAN MILLET OR 15 LB/ACRE TALL
FESCUS, PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE GRAIN. IT MAY BE
BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZA
IN MARCH.
SEEDING DATES BEST POSSIBLE
BELOW 2500 FT: AUG 15 -SEP 1 JULY 25 -SEP 15
MAR 1 -APR 1 MAR 1- MAY 10
ABOVE 2500 FT: JULY 25- AUG 15 JULY 15 -AUG 30
MAR 20 - APR 20 MAR 5 -MAY 15
COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH
AND EAST FACING SLOPES.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LBIACRE
GROUND AGRICULTURAL LIMESTONE AND 1000 LBIACRE 5.10-10 FERTILIZER
MULCH
APPLY 4000.5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCHING MATERIAL ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING.
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE MOW NO
MORE THAN ONCE PER YEAR RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
IMMEDIATELY.
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE TREES CAN ALSO BE
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL'
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA ALLOW FOR AT LEAST
6 TO 6 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE IMPROVE THE SOIL BY
ADDING ORGANIC MATTER THIS IMPROVES WATER RETENTION IN SANDY SOILS
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
0 COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS. 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 BLUE RIDGE ENVIRONMENTAL CONSULTANTS, PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS. PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE
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