20180142 Ver 1_401 Application_20180118

O�0�WAT!9y
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1 e n
a
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
1.
Applicant Information
Processing
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:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes X No
1d.
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 for Corps Permit:
❑ Yes 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
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes X No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes X No
2.
Project Information
2a.
Name of project:
CC Hays Stream Restoration
2b.
County:
Wilkes
2c.
Nearest municipality / town:
Millers Creek
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no:
N/A
@
nn
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Justin Church
3b.
Deed Book and Page No.
1216/432
p S
3c.
Responsible Party (for LLC if
applicable):
Justin Church
3d.
Street address:
285 Cedar Ridge Drive
3e.
City, state, zip:
Millers Creek NC 28651
3f.
Telephone no.:
828-773-6543
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):
1800050
1 b. Site coordinates (in decimal degrees):
Latitude: 36.206237 Longitude: - 81.297739
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
41.6 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
UT to Purlear Creek
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: .25
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1421
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?
Comments:
El Yes X No El Unknown
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?
Name (if known): Unknown
Agency/Consultant Company:
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
this project (including all prior phases) in the past?
❑ Yes X No ❑ Unknown
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
1a. 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
No
❑ DWQ
W2 []PMT
❑ 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 #1 to Little Cub
Creek
X PER
❑ INT
X Corps
X DWQ
3
525
S2 P x T
Temp
Dewatering/Pump
UT #1 and 2 to
Purlear Creek3
X PER
❑INT
X Corps
X DWQ
15
Around
S3 X P ❑ T
Restoration
UT #2 to Purlear
Creek Creek
X PER
❑ INT
X Corps
X DWQ
6
896
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
1436'
3i. Comments:
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 F-1 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 T
impact
required?
B1 ❑P❑T
EI Yes
❑ No
B2 ❑P❑T
El Yes
❑ No
B3 ❑P❑T
El 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. Livestock will be excluded from the stream
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. Matting/stabilization will occur on all
undisturbed areas before any major rain fall events.
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 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
F-1 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
buffer mitigation?
❑ Yes 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 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 X 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
❑ 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 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
❑ 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 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http://www.ncnhp.org - http://www.saw.usace.army.miI/WETLAND/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 deter ination? http://www.ncfloodmaps.com
Justin Church
01/23/2018
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signatur is
valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11

CC HAYES
STREAM RESTORATION
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VICINITY MAP (NTS)
PROPERTY ADDRESS:
CC HAYES ROAD - PURLEAR, NC
PARCEL ID: 1800050
DEED BOOK/PAGE: 1216/432
IMPACTS:
UT #1 TO PURLEAR CREEK
525'
UT #2 TO PURLEAR CREEK
896'
TOTAL IMPACTS:
1,421
TEMPORARY IMPACT
15'
(PUMP AROUND)
PLAN & PROFILE
USDA-NRCS
UT #2 STREAM OVERALL PLAN & TABLE
EQUIP PROJECT # 7445321701-8
PLAN & PROFILE
USGS MAP (NTS)
1:24,000 (PURLEAR QUAD)
ENGINEER:
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE # C-3448
TOPOGRAPHIC SURVEY:
BLUE RIDGE GEOMATICS, PA
126 EXECUTIVE DRIVE - SUITE 220
WILKESBORO, NC 28697
LICENSE: C-3576
NORTH CAROLINA COUNTY MAP
(WILKES COUNTY)
SHEETINDEX
C000
COVER SHEET
C100
OVERALL PLAN
C101
UT #1 STREAM OVERALL PLAN & TABLE
C102
PLAN & PROFILE
C103
PLAN & PROFILE
C104
UT #2 STREAM OVERALL PLAN & TABLE
C105
PLAN & PROFILE
C106
PLAN & PROFILE
C107
PLAN & PROFILE
C900
DETAILS
C901
DETAILS
C902
DETAILS
C903
DETAILS
JUSTIN C. CHURCH, PE
TSP 11-7806
CITY/TOWN: PURLEAR, NC SITE COORDINATES: LATITUDE = 36.206566° N LONGITUDE = -81.296421' W
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UT #1 STREAM STRUCTURE TABLE
UT #1 STREAM STRUCTURE TABLE
STATION
STRUCTURE
ELEVATION
STATION
STRUCTURE
ELEVATION
0+00.00
HEAD OF POOL
1375.16
3+16.23
HEAD OF RIFFLE
1365.937
0+08.01
HEAD OF RIFFLE
1374.96
3+24.36
HEAD OF POOL
1365.659
0+16.00
HEAD OF POOL
1374.69
3+32.25
HEAD OF RIFFLE
1365.459
0+24.00
HEAD OF RIFFLE
1374.49
3+40.13
HEAD OF POOL
1365.191
0+32.00
HEAD OF POOL
1374.21
3+48.67
HEAD OF RIFFLE
1364.991
0+40.00
HEAD OF RIFFLE
1374.01
3+56.67
HEAD OF POOL
1364.718
0+48.08
HEAD OF POOL
1373.74
3+64.72
HEAD OF RIFFLE
1364.518
0+56.14
HEAD OF RIFFLE
1373.54
3+72.64
HEAD OF POOL
1364.247
0+64.19
HEAD OF POOL
1373.26
3+81.02
HEAD OF RIFFLE
1364.047
0+72.97
HEAD OF RIFFLE
1373.06
3+89.40
HEAD OF POOL
1363.762
0+81.39
HEAD OF POOL
1372.78
3+97.64
HEAD OF RIFFLE
1363.562
0+89.60
HEAD OF RIFFLE
1372.58
4+05.87
HEAD OF POOL
1363.281
0+97.62
HEAD OF POOL
1372.32
4+14.09
HEAD OF RIFFLE
1363.081
1+05.62
HEAD OF RIFFLE
1372.12
4+22.30
HEAD OF POOL
1362.801
1+13.62
HEAD OF POOL
1371.85
4+30.50
HEAD OF RIFFLE
1362.601
1+21.67
HEAD OF RIFFLE
1371.65
4+38.30
HEAD OF POOL
1362.335
1+29.79
HEAD OF POOL
1371.38
4+46.58
HEAD OF RIFFLE
1362.135
1+38.04
HEAD OF RIFFLE
1371.18
4+54.86
HEAD OF POOL
1361.853
1+46.44
HEAD OF POOL
1370.89
4+63.17
HEAD OF RIFFLE
1361.653
1+54.35
HEAD OF RIFFLE
1370.69
4+70.95
HEAD OF POOL
1361.387
1+62.12
HEAD OF POOL
1370.42
4+79.19
HEAD OF RIFFLE
1361.187
1+70.37
HEAD OF RIFFLE
1370.22
4+87.05
HEAD OF POOL
1360.92
1+78.38
HEAD OF POOL
1369.95
4+95.24
HEAD OF RIFFLE
1360.72
1+86.40
HEAD OF RIFFLE
1369.75
5+03.43
HEAD OF POOL
1360.44
1+94.41
HEAD OF POOL
1369.48
5+11.52
HEAD OF RIFFLE
1360.24
2+02.42
HEAD OF RIFFLE
1369.28
5+18.28
HEAD OF POOL
1360.01
2+10.43
HEAD OF POOL
1369.00
5+25.04
END
1359.819
2+18.44
HEAD OF RIFFLE
1368.80
2+26.45
HEAD OF POOL
1368.53
2+34.46
HEAD OF RIFFLE
1368.33
2+42.59
HEAD OF POOL
1368.05
2+50.82
HEAD OF RIFFLE
1367.85
2+59.03
HEAD OF POOL
1367.57
2+67.24
HEAD OF RIFFLE
1367.37
2+75.43
HEAD OF POOL
1367.09
2+83.61
HEAD OF RIFFLE
1366.89
2+91.77
HEAD OF POOL
1366.62
2+99.93
HEAD OF RIFFLE
1366.42
3+08.08
HEAD OF POOL
1366.14
LIT #1 STREAM OVERALL PLAN
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STATION
STRUCTURE
ELEVATION
0+00.00
P 0 B
1368.67
a+-42.09
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1367.93
0+60.20
HEAD OF RIFFLE
1367.63
0+97.10
HEAD OF POOL
1366.99
1+20.20
HEAD OF RIFFLE
1366.69
1+62.10
HEAD OF POOL
1365.95
1+79.13
HEAD OF RIFFLE
1365.65
2+15.62
HEAD OF POOL
1365.01
2+32.97
HEAD OF RIFFLE
1364.71
2+71.12
HEAD OF POOL
1364.05
2+94.35
HEAD OF RIFFLE
1363.75
3+31.28
HEAD OF POOL
1363.10
3+51.84
HEAD OF RIFFLE
1362.80
3+85.13
HEAD OF POOL
1362.22
4+03.20
HEAD OF RIFFLE
1361.92
4+37.58
HEAD OF POOL
1361.32
4+55.63
HEAD OF RIFFLE
1361.02,
5+03.24
HEAD OF POOL
1360.18'
5+20.95
HEAD OF RIFFLE
1359.88
5+52.93
HEAD OF POOL
1359.32
5+75.50
HEAD OF RIFFLE
1359.02
6+17.66
HEAD OF POOL
1358.29
6+43.01
HEAD OF RIFFLE
1357.99
6+85.17
HEAD OF POOL
1354.59
6+93.36
HEAD OF RIFFLE
1357.09
7+33.18
HEAD OF POOL
1356.40
7+50.71
HEAD OF RIFFLE
1356.10
7+79.31
HEAD OF POOL
1355.60
8+14.43
HEAD OF RIFFLE
1355.30
8+44.43
HEAD OF POOL
1354.77
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SELECT MATERIAL
FOOTER LOG
ROOT WAD
ANCHOR BOULDER
TIED INTO ]$
STREAM BANK PLAN VIEW
GENERAL NOTES:
1G 1.
FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE 1/4 DIAMETER FROM THE TOP OF THE
y
LOG. THE NAILS SHALL BE ON 12 INCH CENTERS. FILTER FABRIC SHALL BE BURIED IN THE BOTTOM OF THE CHANNEL
BANKFULL WIDTH
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2.
A TRENCH SHALL BE DUG IN SUCH A MANNER THAT THE FOOTER LOGS A MINIMUM OF 2/3 OF THE HEADER BOULDER IS
BURIED BENEATH THE BED SURFACE ELEVATION.
A 3.
A HYDRAULIC EXCAVATOR WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMB SHALL BE USED TO PLACE BOULDERS
ELEVATION
AND LOGS WITH THE SUPERVISION OF THE ENGINEER
ROCK SILL 4.
SEE SPECIAL PROVISIONS FOR HEADER AND FOOTER DIMENSIONS.
5.
FOOTER LOG SHALL BE PLACED FIRST WITH 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 02 FT
TOP OF CENTER} STONES SET
ABOVE THE CHANNEL.
HEADER T
THERE SHALL BE GAPS BETWEEN THE HEADER ROCKS OF AT LEAST 3 TIMES THE D84 OF THE CHANNEL BED..
BOULDER
B.
HEADER LOGS SHALL SLOPE FROM THE BED ELEVATION, AT THE HEAD OF THE VANE, TO 112 BANKFULL ELEVATION AT A
AND SHALL BE A MINIMUM STREAMBED FOOTER BOULDER
SLOPE OF 2%-5%. HEADER AND FOOTER LOGS SHALL BE TIED SECURELY INTO THE BANK IN SUCH A WAY THAT IT
ELIMINATES THE POSSIBILITY OF STREAMFLOW DIVERTING AROUND THEM.
9.
ANY SOIL DISTURBED DURING THE PLACEMENT OF J -HOOK VANES, SHALL BE SEEDED USING TEMPORARY AND
SECTION A -A
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.
® COPYRIGHT 2018 BY BRFC_ 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
z
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FILTER
20 -
BACKFILL'
SELECT MATE
SINGLE STEP ROCK CROSS VANE
40FPROPOSED '
BANKFULL WIDTH
KFULL
=E NOTE 7
BANFULL
WIDTH
WIDTH
OF PROPOSED
GROUND SURFACE BANKFULL ELEVATION
STREAMBANK
BANKFULL2%-50
BANKFULL WIDTH
BANKFULL WIDTH
NO GAPS
1/2 BANKFULL ELEVATION
BACKFILL WITH
ELEVATION
BOULDE
STREAM
SELECT MATERIAL
lup^,-�•'
EV.
f
FOOTER LOGS .T-�.,.., ...
FILTER FABRIC..-.--.--.
TOP OF CENTER} STONES SET
-^
ROCK SILL
WILL BE PLACED INTO / ��'•.,.�,
THE EXISTING SUBTRATE J
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
® COPYRIGHT 2018 BY BRFC_ 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
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20 -
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SELECT MATE
SINGLE STEP ROCK CROSS VANE
40FPROPOSED '
BANKFULL WIDTH
KFULL
=E NOTE 7
SLOPE OF VANE FROM CENTERLINE
FILTER FABRIC TOP BANKFULL SHALL BE 2-5%
FLOW
OF 0.5'
HEADER
STONE �� i • POOL i
FSOONE / ' /�j i ELEVAMBED
FILTER FABRIC STEP ROCK
SECTION A -A
OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
GENERAL NOTES:
1 ALL RE 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 6 INCHES.
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
234jp VANE SCOP f
FOOTER BOULDERS
WILL BE PLACED INTO
THE EXISTING SUBTRATE A MINIMUM STREAMBED
OF THE BOULDER DIAMETER ELEVATION
SECTION B -B
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}OF PROPOSED
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BANKFULL WIDT
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BANKFULL WIDTH
BANKFULL WIDTH
NO GAPS
BANKFULL
BETWEEN
ELEVATION
BOULDE
STREAM
EV.
FOOTER BOULDERS
f
WILL BE PLACED INTO
TOP OF CENTER} STONES SET
THE EXISTING SUBSTRATE
AT ELEVATION SHOWN ON
CROSS-SECTION A MINIMUM OF THE ROCK
LONGITUDINAL PROFILE
DIAMETER
SLOPE OF VANE FROM CENTERLINE
FILTER FABRIC TOP BANKFULL SHALL BE 2-5%
FLOW
OF 0.5'
HEADER
STONE �� i • POOL i
FSOONE / ' /�j i ELEVAMBED
FILTER FABRIC STEP ROCK
SECTION A -A
OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
GENERAL NOTES:
1 ALL RE 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 6 INCHES.
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
234jp VANE SCOP f
FOOTER BOULDERS
WILL BE PLACED INTO
THE EXISTING SUBTRATE A MINIMUM STREAMBED
OF THE BOULDER DIAMETER ELEVATION
SECTION B -B
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1 LIVESTAKE/BAREROOT PLANTING sa�BalCroui DOC ---Scotian
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DIBBLE PLANTING METHOD AnchM Pot Lena p: „ _ ft Img, I.F.s(fie w B V) F tag murr nwd Bred A» y
USING THE KBC PLANTING BAR Right—P: n.1mg, slop-(%mB:V)
PLANTING NOTES: Crossing aurf.oe width (px IId b Pow) i n.
Mtn. dia 5' Win Pam C'a.uovc4iw spni�ar;ml
(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFER Li- P�
PLAN ING)
PLANTING BAG A >1m, dia. t 17 surtax Macmal 9 Thslmae:.
DURING PLANTING, SEEDLINGS SHALL / ` 2 Existing strum channcl
BE KEPT IN A MOIST CANVAS BAG OR
SIMILAR CONTAINER TO PREVENT THE STAKING MAY BE REQUIRED THROUGH s) 1)
ROOT SYSTEMS FROM DRYING. =�. m•* (`'
MATTING, ROCK OR COMPACTED SOILS mar s 1 � 13anan width ,mute —{ 51„Dc =p
KBC PLANTING BAR A STARTER HOLE MAY BE REQUIRED S. Toe
PLANTING BAR SHALL HAVE A BLADE WITH 1. INSERT PLANTING 2. REMOVE PLANTING 3. INSERT PLANTING T—h Detal
A TRIANGULAR CROSS SECTION, AND BAR AS SHOWN AND BAR AND PLACE BAR 21N. TOWARD ?.hric Fitter ❑ath (h exon a b:netall mia B" W ck
Meat mmt hIRCs M.I spec. 592 gr.Yd I.y4- ow fabm filter c"&
SHALL BE 121N. LONG, 41N. WIDE AND 11N. PULL HANDLE SEEDLING AT PLANTER FROM Stopics Gm el ahauld beenMhv m(m.d
THICK AT CENTER. LIVE STAKES TOWARD.PLANTER. CORRECT DEPTH. SEEDLING. �l bond) w taI b.Uw monc or a
—bicWim of both.
ROOT PRUNING
ALL SEEDLINGS SHALL BE ROOT EXISTIN- -`� Crossing Plata Vietr Top of but
PRUNED, IF NECESSARY, SO THAT NO GROUND
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ROOTS EXTEND MORE THAN 10 GROUND lrtii'dl r
INCHES (101N.) BELOW THE ROOT EXISTING/PROPOSED STREAMBED h "ft
COLLAR. GENERAL NOTES: 1. LIVE STAKES SHALL BE EVENLY SPACED 1 PER 4. PULL HANDLE OF 6. LEAVE tEST::�T-ZD"
5. PUSH HANDLE SQUARE CUT BARTOWARD FORWARD FIRMINGCOMPACTION HOLESO.YD. PLANTER, FIRMING OPEN. WATER�PBar�orcmim69—BUDS (FACING UPWARD) 2. LIVE STAKES SHALL BE DRIVEN UNTIL SOIL AT BOTTOM. IL AT TOP. THOROUGHLY. — — — _ — --APPROXIMATELY OF LIVE STAKE IS WITHIN yeep�See Fabric
GROUND. IappiegDmaMLIVE CUTTING 3. IF STARTER HOLE IS NEEDED, MINIMIZE AIR — — — —
(1/2' TO 1" DIAMETER) R POCKET. GENERAL NOTES:
4. UTILIZE ALL ON SITE TRANSPLANT MATERIALS 1. TREE REFORESTATION SHALL BE PLANTED 6' TO 10' ON
ANGLE CUT MADE AVAILABLE BY THE OWNER. ONCE CENTER, RANDOM SPACING, AVERAGING 8' ON CENTER, 3:1 Catdop. 3:1Cut td.po `
30A45A SOURCE OF TRANSPLANT MATERIAL HAS BEEN APPROXIMATELY 436681 PLANTS PER ACRE.
HARVESTED, THEN UTILIZE LIVE STAKING. 2. OTHER PLANTING METHOD CAN BE USED WITH THE
LIVE STAKE BANK STABILIZATION WITH LIVE STAKES PERMISSION OF THE PLANTING SUPERVISOR. Caution 578 - Stream Crossing (Ford Type)
a4rnt..akna USDA-NRCS North Carolina
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MATTING
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ACKFILL
/ BANKFULL
BLANKEf3 --�
---� GROUND
SURFACE
'BED INSTALLATION - APPROXIMATELY 300 STAPLES PER ROLL (W
OR 4 -WIDTH) REOUIRED - WIDE BLANKET SHOWN
WOOD STAKES
FIGURE A -BED INSTALLATION ZED ROOFING NAIL
O HOLD MATTING
/`BIAHKET� SECTIONA-A
/ MATTING FROM TOE OF CHANNEL
TO 2 FT. BEYOND BANKFULL
-
__� MATTING BLOWN STRAW
-E INSTALIA - APPROAWTELY 3011 STAKES PER ROLL W OR I' CROSS SECTION
-)REQUIRED WIDE BLANKET SHOWN
FIGURE H - SLOPE INSTALLATION
LONG 1" It 2" WOOD STAKES w/ 2'
ALVANIZED ROOFING NAIL AT THE
OP TO HOLD MATTING
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
CONSTRUCTING IN THE DRY AND VEGETATION IS
ESTABLISHED PRIOR TO DIVERTING WATER.
3. BLOWN STRAW AND SEED SHALL BE PLACED UNDER
MATTING TO AID SEED GERMINATION.
0 COPYRIGHT 2018 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, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO Sinn nun PFR nFFFNCF
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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 (10'x10' SPACING) TO 681 (8'x8' 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 STABILITY AND HABITAT.
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
SHRUBS
COMMON NAME
SCIENTIFIC NAME
'BUTTONBUSH
CEPHALANTHUS OCCIDENTALIS
AMERICAN WITCH HAZEL
HAMAMELISVIRGINIANA
TAG ALDER
ALNUS SERRULATA
'CAROLINA WILLOW
SALIX CAROLINIANA
'ELDERBERRY
SAMBUCUS CANADENSIS
RED CHOKEBERRY
ARONIA ARBUTIFOLIA'
'SILKY DOGWOOD
CORNUS AMOMUIN
'SILKY WILLOW
SALIX SERICEA
WINTERBERRY
ILEX VERTICILLATA
`NINE BARK
PHYSOCARPUS
TREES
"BLACK WALNUT
JUGLANS NIGRA
7"BLACK WILLOW
SALIX NIGRA
"BLACKGUM
NYSSA SYLVATICA
"GREEN ASH
FRAXINUS PENNSYLVANICA
"RED MAPLE
ACER RUBRUM
"RIVER BIRCH
BETULA NIGRA
"SILVER MAPLE
ACER SACCHARINUM
"SWEETGUM
LIQUIDAMBAR STYRACIFLUA
"SYCAMORE
PLANTANUS OCCIDENTALIS
"EASTERN HEMLOCK
TSUGA CANADENSIS
'SPECIES TO
USE FOR LIVESTAKES
"TREES
TREES 8 SHRUBS
PER PLANS
WATER SURFACE
FLOODPLAIN BENCH J
LIVESTAKES & 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 & EARLY SPRING (FEB 15 -MAY 15)
SPECIES RATE (LBIACRE)
RYE GRAIN 120
AND
KOREAN LESPEDEZA 50
SUMMER (MAY 15 -AUGUST 15)
SPECIES RATE (LBIACRE)
GERMAN MILLET 40
OR
TALLFESCUE 50
FALL (AUGUST 15 -DECEMBER 15)
SPECIES RATE (LB/ACRE)
RYE GRAIN 120
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LBIACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER
RATE TO 1000 LBIACRE IN THE FALL.
MULCH
APPLY 4000-5000 LBIACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE
MULCHING MATERIAL, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ORA MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 LBIACRE OF
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE
15, OVERSEED WITH 50 LBIACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH.
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 8 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,
RIPARIAN SEEDING SCHEDULE
FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC 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 W LPINOIDEA (FOX SEDGE) 10
SORGHASTRUM NUTANS (INDIAN GRASS) 10
CHASMANTHIUM LATIFOLIUM (RIVER OATS) 10
ELYMUSITYSTRIX(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 HASTATA (BLUE VERVAIN) 5
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE) 5
APPLICATION:
APPLY AT A RATE OF 15LBS/ACRE.
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.
MAINTENANCE:
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
?; COPYRIGHT 2018 BY BREC. PA. ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED. SOLD. LOANED OR GIVFN TO OTHERS RFPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREL. PA IS PROHIBITED AND IS A Vlro ATInN nF FEDERAL COPYRIGHT LAWS_ PUNISHABLE BY FINES UP TO Ston DOD PER nFFENSE
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© COPYRIGHT 2018 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, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGH t LAWS, PUNISHABLE BY FINES UP TO $100.000 PER OFFENSE.
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36° 12'39" N
36° 12'1"N
3 Soil Map—Wilkes County, North Carolina 3
b
m
m
36° 1Z 39" N
}e8
3
36° 1Z 1" N
4i 4 _-Am 473000 473100 473200 473300 473400 473500 473600 473700 473800 473900 474000 474100 474200
3 3
Map Scale: 1:8,100 ilprix, A on A landscape (11" x 83') sheet
Meters
N 0 100 200 400 600 m
/V
0 360 700 1400 2100
Map projecbon: Web Menator Comer 000rdinates: WGS84 Edge tics: tJTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey 1/19/2018
Conservation Service National Cooperative Soil Survey Page 1 of 3
P

Soil Map—Wilkes County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (A01)
Spoil Area
The soil surreys that comprise your AOI were mapped at
0
Area of Interest (AOI)
O
Ston Spot
y
1:24,000.
- - - -
Soils
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Soil Map Unit Polygons
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
r.s
Soil Map Unit Lines
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
Soil Map Unit Points
contrasting soils that could have been shown at a more detailed
..
Special Line Features
Special
Point Features
scale.
Blowout
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
®
Borrow Pit
measurements.
Transportation
X
Clay Spot
Rails
Source of Map: Natural Resources Conservation Service
V
Closed Depression
Web Soil Survey URL:
ti
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Landfill
Local Roads
Albers equal-area conic projection, should be used if more
A.
Lava Flow
accurate calculations of distance or area are required.
r'i
Background
Marsh or swamp
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
a�.
Mine or Quarry
Soil Survey Area: Wilkes County, North Carolina
0
Miscellaneous Water
Survey Area Data: Version 21, Oct 3, 2017
®
Perennial Water
Soil map units are labeled (as space allows) for map scales
IV
Rock Outcrop
1:50,000 or larger.
+
Saline Spot
Date(s) aerial images were photographed: May 30, 2012—Mar
15, 2017
Sandy Spot
•
The orthophoto or other base map on which the soil lines were
,W
Severely Eroded Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
Sinkhole
shifting of map unit boundaries may be evident.
Slide or Slip
o
Sodic Spot
USDA Natural Resources Web Soil Survey 1/19/2018
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Wilkes County, North Carolina
BaB
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Banister fine sandv loam, 1 to
2.4
1.0%
IS[)A Natural Resources Web Soil Survey 1/19/2018
61111111111111
Conservation Service National Cooperative Soil Survey Page 3 of 3
6 percent slopes, rarely
flooded
CoA
38.6 15.8%
Codorus loam, 0 to 2 percent
slopes, frequently flooded
Dp62
15.1 6.2%
Danripple sandy clay loam, 2
to 8 percent slopes,
moderately eroded
DpC2
Danripple sandy clay loam, 8
16.9 6.9%
to 15 percent slopes,
moderately eroded
16.3 6.7%
DsB2
Danripple gravelly sandy clay
loam, 2 to 8 percent slopes,
moderately eroded
EsD
Evard-Cowee complex, 8 to 25
4.0
1.6%
percent slopes, stony
EsE
Evard-Cowee complex, 25 to
14.6
6.0%
60 percent slopes, stony
FaD
Fairview sandy loam, 15 to 25
46.2
19.0%
percent slopes
FcB2
Fairview sandy clay loam, 2 to
2.8
1.1%
8 percent slopes, moderately
eroded
FcC2
Fairview sandy clay loam, 8 to
70.7
29.0%
15 percent slopes,
moderately eroded
HaA
Hatboro loam, 0 to 2 percent
5.2
2.1%
slopes, frequently flooded
PaB
Pfafflown fine sandy loam, 1 to
8.9 3.6%
6 percent slopes, rarely
flooded
RdD
Rhodhiss fine sandy loam, 15 2.1
0.9%
to 25 percent slopes
Totals for Area of Interest 243.9
100.0%
IS[)A Natural Resources Web Soil Survey 1/19/2018
61111111111111
Conservation Service National Cooperative Soil Survey Page 3 of 3

CC HAYES STREAM RESTORATION
�N CARO
\� p�••FEss;o���ti�
a SEAL
= 035736 =
G''•. GINE G
BREC, P.A.
29 January 2018
Justin Church, PE
Principal Engineer
CC Hayes Stream Restoration

General Information
The CC Hayes Stream Restoration project is a proposed priority two restoration
of two degraded unnamed tributaries to Purlear Creek in Wilkes County, NC.
The primary goal of the projects is to mitigate channel instability and stream bank
erosion by modifying the dimension, pattern, and profile of the channel to create
floodplain connectivity with a re-established riparian buffer protected by livestock
exclusion fencing. The project has the added benefit of being directly upstream
of a completed mitigation project with a well-developed fenced buffer. The
environmental uplift created by that restoration will be extended up valley by this
project.
2.0 Design Considerations
The restoration plan for both channels was guided by natural channel design
methodologies. Reference reach data was taken from a collection developed by
the North Carolina State University Stream Restoration Program.
2.1 Unnamed Tributary 1
Bankfull cross sectional area was selected as 2.5 f t2 with a bankfull width of
5.5 ft based on field observations and regional curve data for the area. A design
W/D ratio of 12 was selected to match field observations and maintain a
sufficiently narrow channel to transport sediment while maintaining the bankfull
depth at an elevation that can be supported by early onset vegetation.
Pool spacing is a primary design consideration given the channel gradient of
approximately 3.1%. Based on reference reach data and information published
by Wildland Hydrology (see figure below), pool to pool spacing was set in the
3Wbkf ± 0.25Wbkf. This pool frequency matches the valley and keeps the riffles
sufficiently steep to maintain pool scour and sediment transport.
0
Y - 8.4"513;[•"`'
5 FF = Ckma
& 3
2 •
8
1 •
0
0 1 2 3 4 S 0 7 8 O
Channel Supe 1%
Figure 1 - Rosgen Pool to Pool Spacing Relationship
BREC, P.A. CC Hayes Stream Restoration 2

Parameter
Design Stream
Reference Stream
Min
Median
Max
Min
T Median
Max
Stream name
UTI
Fork Creek Upstream
Stream type
B5
134c
Drainage area, DA (sq mi)
0.04
2.7
Mean riffle depth, dbkf (ft)
0.5
1.4
Riffle width, Wbkf (ft)
5.5
19.2
Width -to -depth ratio, [Wbkt/dbkf]
12.0
13.6
Riffle cross-section area, Abkf (sq ft)
2.5
27.2
Pool width, Wbkf,, (ft)
6.6
7.2
8.3
21.6
32.1
44.3
Pool width ratio, [Wbkfp/Wbkd
1.2
1.3
1.5
0.8
1.2
1.6
Pool cross-section area, Abkfp (sq ft)
3.3
3.8
4.5
31.5
44.0
54.0
Pool area ratio, [Abkfp/Abkf]
1.3
1.5
1.8
1.2
1.6
2.0
Pool length, LP (ft)
7.2
8.3
11.0
22.9
39.1
155.1
Pool length ratio [Lr Wbkd
1.3
1.5
2.0
0.8
1.4
5.7
Pool -to -pool spacing, p -p (ft)
11
16.5
22.0
25.2
90.8
175.0
Pool -to -pool spacing ratio, [P-P/Wbkf]
2.0
3.0
4.0
0.9
3.3
6.4
Riffle length, LHf (ft)
7.2
8.3
11.0
5.9
30.7
67.6
Riffle length ratio, [Ljf Wbkf]
11.3
1.5
2.0
0.2
1.1
2.5
Figurie 2 - UTI Reference Data
Structures depicted on plans will be constructed of small native materials with a
low profile.
BREC, P.A. CC Hayes Stream Restoration

2.2 Unnamed Tributary 2
Bankfull cross sectional area was selected as 12.5 f tz with a bankfull width of
14 ft based on field observations and regional curve data for the area. A design
W/D ratio of 16 was selected to match field observations and maintain a
sufficiently narrow channel to transport sediment while maintaining the bankfull
depth at an elevation that can be supported by early onset vegetation.
The valley slope for this tributary is approximately 1.45%, which is more
conducive to a meandering design. Design belt width and meander lengths were
taken from reference data.
Parameter
Design Stream
Reference Stream
Min
Median
Max
Min
Median
Max
Stream name
UT2
Morgan Creek
Stream type
C4
C4
Drainage area, DA (sq mi)
0.55
2.7
Mean riffle depth, dbkf (ft)
0.9
1.4
Riffle width, Wbkf (ft)
14.0
19.2
Width -to -depth ratio, [Wbkr/dbkf]
16.0
13.6
Riffle cross-section area, Abkf (sq ft)
12.5
27.2
Pool width, Wbkf (ft)
16.8
18.2
21.0
21.6
32.1
44.3
POOL width ratio, [Wbkfp/Wbkf]
1.2
1.3
1.5
0.8
1.2
1.6
Pool cross-section area, Abkf (sq ft)
16.3
18.8
22.5
31.5
44.0
88.3
54.0
2.5
3.5
Pool area ratio, [Abkfp/Abkf]
1.3
1.5
1.8
1.2
1.6
2.0
Pool length, Lp (ft)
12.6
21.0
28.0
22.9
39.1
155.1
Pool length ratio [LP/Wbkf]
0.9
1.5
2.0
0.8
1.4
5.7
Meander length, Lm (ft)
112.0
140.0
168.0
144.0
192.0
259.2
Meander length ratio [Lm/Wbkf]
8.0
10.0
12.0
7.5
10.0
13.5
Riffle length, Lif (ft)
14.0
31.5
49.0
5.9
30.7
67.6
Riffle length ratio, [Lnt' Wbkf]
1.0
2.25
3.5
0.2
1.1
3.5
Belt width, Wbit
Figure 4 - UT2 Reference Data
BREC, P.A. CC Hayes Stream Restoration
5
(ft)
35.0
49.0
63.0
46.1
69.1
88.3
Meander width ratio [Wmt/Wbkf]
2.5
3.5
4.5
2.4
3.6
4.6

3.0 Construction Sequence
Construction will begin with UT1 and proceed to UT2 after UT1 stabilization.
1. Obtain all necessary permits from regulatory authorities and maintain
copies on site at all times.
2. Stage all construction materials on site including seed, matting, boulders,
and logs prior to construction.
3. Install temporary fence to protect work area from livestock.
4. Stake -out design alignment.
5. Begin construction at the upstream station. Each day's channel
excavation must be limited to what can be stabilized with structures, seed,
straw, and/or matting at the end of the day's work.
6. Stabilize each day's work with temporary or permanent seed per the
specified seed schedule and straw or matting.
7. When construction is complete, install permanent livestock exclusion
fencing.
8. After permanent fencing is in place, install permanent riparian vegetation.
BREC, P.A. CC Hayes Stream Restoration