20190802 Ver 1_More Info Received_20190718

Homewood, Sue
From:
Derek Goddard <[e-mail]>
Sent:
Thursday, July 18, 2019 7:50 AM
To:
Homewood, Sue
Cc:
Fuemmeler, Amanda J CIV (US); Leslie, Andrea J
Subject:
Re: [External] Propsed Liddle Project in Ashe county- Drone footage
Attachments:
EXHIBIT.pdf, LIDDLE_PCN.pdf, LIDDLE_STREAM.pdf
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
I have attached a photo of the wetlands. It is in the outside meander bend of Roan Creek. The outside bend has a
vertical cut bank of 4'-5'. Therefore the wetland is on top of a pretty severe slope now and seems to be thriving. My
analysis is that there is a ton of ground water and watershed water getting to the wetland and what little water it may
be losing based on its landscape position is not effecting the wetland size or health. I agree our impacts may be
permanent in Nature. (I revised the PCN and plans to indicate the impacts are permanent) Based on what we can find
we believe the stream was historically in the location that we are relocating to. I have observed this stream for about 5
years while we secured funding and believe that based on these observations that the new channel location and any
associated bank sloping will not serve to "drain" the wetland and may enhance its ability to hold water because of a
proposed more gradual slope than what exists now.
Please accept this email as request to work in the wet with temporary diversions at the structure locations to insure that
active live water and raw soil contact is minimized to meet state turbidity standards. working in the wet is not feasible
because the flow of the stream is to large. The temporary diversions will be in channel and constructed with bed
material to divert the flow away from the areas of excavation this will insure minimal contact of water and soil.
Structures will be tied and keyed in at the end of each work day and matted before the water is turned back out of the
diversion channel. I believe this methodology allows for the least impact and the best opportunity to protect from
excess turbidity.
Please let me know if you need any additional information.
Thanks
Derek
On Wed, Jul 17, 2019 at 1:09 PM Homewood, Sue <[e-mail]> wrote:
Derek,
I have a few items for you to address before I can issue the 401 for this project:
You indicate that the wetland impacts are temporary, however it appears that you will be constructing an 8' channel
and sloped banks through the wetland area. I believe that would be considered permanent impacts converting a

portion of the wetland to stream. Although this would not require mitigation I think it should be accurately
accounted. Amanda, please confirm or correct me.
I haven't been to the site and this might be obvious if I had, but please provide an analysis of whether you believe the
hydrology of the remaining wetland will be modified/reduced by the relocation of the stream. If the slope is such that
the lowest portion of the existing wetland would be downslope of the stream then it could be that the location of the
stream would intercept the hydrology to a portion of the wetland in the future.
In order for DWR to provide an exemption from Condition 11.9 in GC#4134 you must request to work in the wet and
provide a detailed justification with supporting documentation such as calculations or construction sequences,
explaining why it is not feasible to work in the dry. While it may be not be practical to provide full time pump around,
you must explain why it is not feasible to temporarily pump around while equipment is in the channel/structures are
being installed, and divert water back into the channel when equipment is not actively within the channel. You must
also provide an explanation of how you intend to meet downstream water quality standards, such as turbidity
standards, while working in the wet.
Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
Sue. [e-mail]
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Derek Goddard <[e-mail]>
Sent: Tuesday, July 9, 2019 3:48 PM
To: Leslie, Andrea J <[e-mail]>
Cc: Homewood, Sue <[e-mail]>; Fuemmeler, Amanda J CIV (US) <[e-mail]>
Subject: Re: [External] Propsed Liddle Project in Ashe county- Drone footage
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[e-mail]

Hey Andrea,
Hopefully we can get drone footage as we go forward on most submittals. I have answered your questions below.
On Tue, Jul 9, 2019 at 1:56 PM Leslie, Andrea J <[e-mail]> wrote:
Hi Derek,
I'm reviewing the Liddle project now. The drone footage is helpful, thank you. A few questions for you:
1.How wide will the planted woody buffer be?
10-25 feet . It will be excluded from livestock
1.
2.Are you intending on working in the wet?
Yes, The CFS is pretty significant and I think it would do more damage to divert the flow.
1.
2.Can you protect the woody vegetation on the right bank on the downstream third of the project?
Yes, We do not plan to take any of that vegetation out, just trim it.
1
Andrea
Andrea Leslie
Mountain Habitat Conservation Coordinator
NC Wildlife Resources Commission
645 Fish Hatchery Rd., Building B
3

Marion, NC 28752
828-803-6054 (office)
828-400-4223 (cell)
www.ncwildlife
-J -
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Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
From: Derek Goddard <[e-mail]>
Sent: Tuesday, June 25, 2019 5:16 PM
To: Homewood, Sue <[e-mail]>; Fuemmeler, Amanda J CIV (US)
<[e-mail]>; Leslie, Andrea J <[e-mail]>
Subject: [External] Propsed Liddle Project in Ashe county- Drone footage
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[e-mail]
Fyi
Thanks
Derek
---------- Forwarded message ---------
From: Andrew C (via Google Drive) <[e-mail]>
Date: Tue, Jun 25, 2019, 2:43 PM

Subject: Video of Liddle.MP4
To: <[e-mail]>
[e-mail] has shared the following video:
n
Video of Liddle.MP4
[e-mail] is outside your organization.
Google Drive: Have all your files within reach from any device.
Google LLC, 1600 Amphitheatre Parkway, Mountain View, CA 94043, USA
Derek Goddard, PLS, GISP
BREC, P.A.
126 Executive Drive, Suite 220
Wilkesboro, NC 28697
828.265.4425
336.844.4088
828.964.9349 Cell
www.brec.biz
[e-mail]
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contain information belonging to the sender and/or intended recipient which is confidential, privileged and/or exempt
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from disclosure under applicable law. The information is intended only for the use of the individual(s) or entity named
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taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this E -Mail
transmission in error, please immediately notify us by return E -Mail or telephone to arrange for return of its contents
including any documents.
Derek Goddard, PLS, GISP
BREC, P.A.
126 Executive Drive, Suite 220
Wilkesboro, NC 28697
828.265.4425
336.844.4088
828.964.9349 Cell
www.brec.biz
[e-mail]
Confidentiality Notice:
This E -Mail transmission (and/or the documents accompanying it (Attached or uploaded to the BREC, P.A. server) may
contain information belonging to the sender and/or intended recipient which is confidential, privileged and/or exempt
from disclosure under applicable law. The information is intended only for the use of the individual(s) or entity named
above. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution or the
taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this E -Mail
transmission in error, please immediately notify us by return E -Mail or telephone to arrange for return of its contents
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LIDDLE STREAM RESTORATION EXHIBIT - -
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Office Use Only:
Corps action ID no.
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Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
la.
Type(s) of approval sought from the
Corps:
Section 404 Permit El 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
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
le.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes No
For the record only for Corps Permit:
❑ Yes No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
No
2.
Project Information
2a.
Name of project:
Ed Liddle Stream Restoration — Roan Creek
2b.
County:
Ashe
2c.
Nearest municipality / town:
Jefferson
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:
Eddie Liddle
3b.
Deed Book and Page No.
789/541
3c.
Responsible Party (for LLC if
applicable):
N/A
3d.
Street address:
3077 Hwy 88 E
3e.
City, state, zip:
Jefferson NC 28640
3f.
Telephone no.:
3g.
Fax no.:
N/A
3h.
Email address:
N/A
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:
Derek Goddard
5b.
Business name
(if applicable):
Blue Ridge Environmental Consultants, P.A.
5c.
Street address:
126 Executive Drive Suite 220
5d.
City, state, zip:
Wilkesboro, NC 28697
5e.
Telephone no.:
828-964-9349
5f.
Fax no.:
N/A
5g.
Email address:
[e-mail]
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
14375 003
1 b. Site coordinates (in decimal degrees):
Latitude: 36.399236 Longitude: - 81.370272
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
105.5 Acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Roan Creek
proposed project:
21b. Water Quality Classification of nearest receiving water:
W5 -IV; TR
2c. River basin:
New
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 with Sparse Residential Development
3b. List the total estimated acreage of all existing wetlands on the property:
.16 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,476
3d. Explain the purpose of the proposed project:
To repair and rehabilitate the stream using nature channel design to reduce erosion and improve water quality and wildlife
habitat.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will restore Roan Creek, establish a riparian buffer, exclude livestock, and construct a ford type crossing. The
project will utilize a excavator.
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 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 No
6b. If yes, explain.
Page 3 of 11
PCN Form —Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
Wetlands M Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 X� P ❑ T
Stream
❑ Yes
Corps
0.09
Construction
X, No
DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.09
2h. Comments: All temporary wetland impacts will be seeded with Ernst wetland seed mix #305 for the mountains of NC.
Impacts to this wetlands are necessary for construction equipment to operate around the stream restoration. These impacts
will be kept to a minimum and will be reseeded with the mix provided above. All temporary wetlands impact are associated
with equipment access and stream channel work. No fill or ditching will occur.
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
Roan Creek
X PER
❑ INT
X Corps
XDWQ
8
906
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
I ❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑PER
❑Corps
❑ INT
❑DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 F1 P T
Stream Ford
Roan Creek
X PER
Corps
8
20
Crossing
❑ INT
X DWQ
S7 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

S8 ❑ P ❑ T
❑ PER
❑ INT
❑ Corps
❑ DWQ
S9 ❑ P ❑T
❑ PER
❑ INT
❑ Corps
❑ DWQ
3h. Total stream and tributary impacts
926
3i. Comments:
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 indiv ually list all open water impacts below.
4a.
Open water
impact number—
Permanent (P) or
Tem orar T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
01 ❑P
02 ❑P
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or purpose
of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
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:
51. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 5 of 11

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian
buffer, then complete the chart below.
If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D
of this form.
6a.
❑ Neuse
El Tar -Pamlico El 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
re uired?
B1 ❑ PEI T
El 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 re-establish a stream side buffer and repair the stream from livestock
damage.
1b.
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. This site will be stabilized prior to major
rainfalls.
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
El 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
2a.
What is the overall percent imperviousness of this project?
0 %
2b.
Does this project require a Stormwater Management Plan?
❑ Yes No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why: Project is in forested, rural setting. All
stormwater is diffuse flow over vegetated surfaces.
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
❑ HOW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form —Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes
❑ No
use of public (federal/state) land?
1b.
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)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
® No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑yes
No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ yes ® No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑yes ®No
impacts?
F-1 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.mil/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 study will be conducted.
8c.
What source(s) did you use to make the floodplain determination? http://www.nefloodmaps.com
Derek Goddard
7/17/2019
Applicant/Agent's Printed Name
AppleantlAgent s SIgnature
Date
(Agent's signature Is valid only if an authorization letter from the applicant
is rovided.
Page 11 of 11

LIDDLE STREAM RESTORATION
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TYPE OF IMPACT
C102
LENGTH
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ANENT
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C105
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C902
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USDA - NRCS NUMBER
EQUIP 2014 74453218OLI
JUSTIN C. CHURCH, PE, CFM
TSP 11-7806
CITY/TOWN: JEFFERSON, NC
PROPERTY ADDRESS:
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JEFFERSON, NC
PARCEL ID: 14375 003
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126 EXECUTIVE DRIVE - SUITE 220
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LICENSE: C-3576
NORTH CAROLINA COUNTY MAP
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C104
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C105
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C106
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C900
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C901
DETAILS
C902
DETAILS
SITE COORDINATES: LATITUDE = 36.399326° N LONGITUDE = -81.370272° W
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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TOTAL
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© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
NOTES:
1. ALL PERMANENT WETLAND IMPACTS WILL
BE RESTORED WITH ERNST SEED MIX #305.
2. NO DITCHING WILL OCCUR.
100 50 0 100 200
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C900
BANKFULL
FEATHER -OUT
BANK
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
ROCK J -HOOK VANE
ROCK SILLS / J -HOOK STONES
B BANKFULL ELEVATION
PLAN VIEW I HEADER STON /
NO.57 STONE /FILTER FAB10
FOOTER STONE
SECTION A -A'
BANKFULL WIDTH
BANKFULL ELEVATION
HEADER STOt�F� BANKFULL
ELEVATIO
STREAMBED
ELEVATION
FOOTER STONE
CROSS SECTION
GENERAL NOTES:
1. ALL STONES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER, PLUGGING WITH STRUCTURE STONE CLASS A AND SELECT
MATERIAL AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAYBE ADJUSTED TO FIT BY THE ENGINEER.
4. A DOUBLE FOOTER BOULDER SHALL BE UTILIZED IN SAND BED MATERIAL.
5. VANE ARM SHALL TIE INTO HALFWAY BETWEEN THE CHANNEL INVERT AND
BANKFULL ELEVATIONS. THE VANE ARMS SHALL RISE AT 2-5% FROM THE
CHANNEL INVERT AT AN ANGLE OF 15-30 DEG. FROM THE ADJACENT
TANGENT LINE. THE VANE ARM SHALL CONTINUE UP TO THE BANKFULL
ELEVATION BUT THE ARM'S SLOPE MAY BE INCREASED TO GREATER THAN
5% AT THE DIRECTION OF THE DESIGNER. ADDITIONALLY, THE VANE ARM'S
ANGLE OF DEPARTURE MAY BE ADJUSTED TO 90 DEG TO THE FLOW
DIRECTION AT THE DIRECTION OF THE DESIGNER.
6. THE CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS.
7. BOULDERS SHALL BE NATIVE STONE OR SHOT ROCK, CUBICAL OR
RECTANGULAR IN NATURE.
8. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER
BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE
ENTIRE LENGTH OF THE STRUCTURE.
STREAMBANK HEADER STONE
2-5% VANE SLOPE r STREAMBED
FOOTER BOULDER$
INTO THE EXISTING SUBTRATE
A MINIMUM OF THE BOULDER DIAMETER
SECTION B -B'
2
C900
FILTEF
20-
BACKFILL
SELECT MATE
SINGLE STEP ROCK CROSS VANE
T 40FPROPOSED T
BANKFULL WIDTH
KFULL
=E NOTE 7
GENERAL NOTES:
1. ALL STONES 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 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.
}OF PROPOSED
}OF PROPOSED BANKFULL WIDT
}OF PROPOSED
BANKFULL WIDTH
I \ I
rBANKFULL WIDTH
I
NO GAPS
BANKFULL BETWEEN
ELEVATION BOULDE
STREAMBED
r
ELEV. DERS
'/ED
INTO
TOP OF CENTER}STONES SET SUBSTRATE
AT ELEVATION SHOWN ON CROSS-SECTIOF THE ROCK
LONGITUDINAL PROFILE DIAMETER
STREAMBANK
BANKFULL ELEVATION
2.5% VANS
SCOPE
FOOTER BOULDERS
WILL BE PLACED INTO
THE
EXISTING SUBTRATE A MINIMUM
STREAMBED
SLOPE OF VANE FROM CENTERLINE
OF THE BOULDER DIAMETER
ELEVATION
TOP BANKFULL SHALL BE 2-5%
FILTER FABRIC
FLOW
SECTION B -B
HEADER AX OF 0.5'
STONE /� % POOL i
MBED
FOOTER',,
/ ELEV.
STONE
FILTER FABRIC J/
STEP ROCK
SECTION A -A
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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C901
PLANTING NOTES:
LIVESTAKE/BAREROOT PLANTING
PLANTING BAG
DURING PLANTING, SEEDLINGS SHALL
BE KEPT IN A MOIST CANVAS BAG OR
SIMILAR CONTAINER TO PREVENT THE
ROOT SYSTEMS FROM DRYING.
KBC PLANTING BAR
PLANTING BAR SHALL HAVE A BLADE WITH
A TRIANGULAR CROSS SECTION, AND
SHALL BE 121N. LONG, 41N. WIDE AND IIN.
THICK AT CENTER.
ROOT PRUNING
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT NO
ROOTS EXTEND MORE THAN 10
INCHES (101N.) BELOW THE ROOT
COLLAR.
SQUARE CUT
BUDS (FACING UPWARD)
LIVE CUTTING
(1/2" TO V DIAMETER) ' a�
ANGLECUT
30A -45A
LIVE STAKE
2
C901
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 5 FT. BEYOND BANKFULL
;9
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK OR COMPACTED SOILS
A STARTER HOLE MAY BE REQUIRED.
LIVE STAKES
�Lg L EXISTING/PROPOSE
�R GROUND
EXISTING/PROPOSED STREAMBED
GENERAL NOTES:
1. LIVE STAKES SHALL BE EVENLY SPACED 1 PER
SQ.YD.
2. LIVE STAKES SHALL BE DRIVEN UNTIL
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
PROPOSED BANKFULL
PROPOSED
CHANNELTOE
PROPOSED
CHANNELTOE
PROPOSED BANKFULL
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFER
PLAN ING)
2"
1. INSERT PLANTING 2. REMOVE PLANTING 3. INSERT PLANTING
BAR AS SHOWN AND BAR AND PLACE BAR 21N. TOWARD
PULL HANDLE SEEDLING AT PLANTER FROM
TOWARD,PLANTER. CORRECT DEPTH. SEEDLING.
D
4. PULL HANDLE OF 6. LEAVE
5. PUSH HANDLE
BAR TOWARD COMPACTION HOLE
PLANTER, FIRMING FORWARD FIRMING OPEN. WATER
SOIL AT BOTTOM. SOIL AT TOP. THOROUGHLY.
GENERAL NOTES:
1. TREE REFORESTATION SHALL BE PLANTED 6' TO 10' ON
CENTER, RANDOM SPACING, AVERAGING 8' ON CENTER,
APPROXIMATELY 436-681 PLANTS PER ACRE.
2. OTHER PLANTING METHOD CAN BE USED WITH THE
PERMISSION OF THE PLANTING SUPERVISOR.
Grading (Berm or Diversion ditch)
At each and of crossing to prevent
surface rlmoff from entering the crossing
Anchor post
Min. dia. 5"
Line post
Min. dia. 3 1/2" -
Fabric Filter Cloth
Must mat MRCS Material Spec. 592
Stream Crossing Cross -Section
Looking Downstream
Bottom width: ft.
Left ramp: ft. long, slope (%or FIN)
Right ramp: fL long,_ slope (%mH:V)
Crossing surface width (parallel to flow):
Surface Material & Thickuess:
Existing stream chamcl
- B."m width should -
match stream bottom width
Staples
5 foot O.C.
See Detail
Fence Post
Fencing must meet BreahAway
Wire Fence Construchon Spee3fmatwn
Ove c cavate to install min. 8" thick
gravel layer over fabric filter cloth.
Gravel should be crusher rim (road
bond) or railroad ballast stone or a
combination of both.
,--pe St)ceam Crossing Plan Vi Top ofbenk
Cut slope Stream
\\\vllf— 3:1 Cot slope
3:1 Cbottom Smbiliu ell cut slopes
immediately after construction
eTce — — — — — —
— — —
— — — — — — — —
Tram Damn
— —
— — —
AWN ramp
—
— — — — —Ser
SerampBottomofc,rossing
e Fabric
Fabric
— — Lapping Darin— —
— — —
— Trenching Detail J
3:1 Cut dupe
3:1 Cut slop.
Caution 578 - Stream Crossing (Ford Type) USDA-NRCS North Carolina
&l b�gmn g—tim, et ,t
fra.d.-g—da.da"er ad
udlides
Call all a"a�>�" naaomre
TYPICAL MATTING LOCATION DETAIL
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 2 FT. BEYOND BANKFULL
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. 700 GRAM COIR FIBER MATTING SHALL BE PLACED ALONG
THE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
THE CHANNEL IN TANGENT AREAS.
4. STRAW AND SEED SHALL BE PLACED UNDER THE 700
GRAM COIR FIBER MATTING TO AID SEED GERMINATION.
700 GRAM COIR FIBER MATTING
—BACKFILL
2' LONG 1" x 2' WOOD STAKES
w/ 2" GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING
SECTION A -A
700 GRAM COIR MATTING
CROSS SECTION
ROCK CONSTRUCTED RIFFLE - SECTION B -B'
700 GRAM COIR FIBER MATTING
5' TYP.
OVERLAR�
MATTING STAKING VIEW
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
2' LONG 1" x 2" WOOD STAKES w/ 2"
GALVANIZED ROOFING NAIL AT THE
TOP TO HOLD MATTING
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MINE
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© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
2' LONG 1" x 2" WOOD STAKES w/ 2"
GALVANIZED ROOFING NAIL AT THE
TOP TO HOLD MATTING
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ENGINEERING I —NINC I ENVIRGNMEnAL
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C901 0

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.
RIPARIAN SEEDING SCHEDULE
* FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC SEEDING SCHEDULE FOR NON -BUFFER SEEDING SPECS.
SEEDING MIXTURE
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
SPECIES
% COMPOSTIION
SHRUBS
COMMON NAME
*BUTTONBUSH
SCIENTIFIC NAME
PANICUM VIRGATUM (SWITCHGRASS
10
AMERICAN WITCH HAZEL
CEPHALANTHUS OCCIDENTALIS
HAMAMELIS VIRGINIANA
pANICUM CLANDESTINUM ( DEER TONGUE)
10
*TAG ALDER
ALNUS SERRULATA
JUNCUS EFFUSUS(SOFT RUSH)
10
'CAROLINA WILLOW
SALIX CAROLINIANA
CAREX VULPINOIDEA (FOX SEDGE)
10
*ELDERBERRY
SAMBUCUS CANADENSIS
SORGHASTRUM NUTANS (INDIAN GRASS)
10
RED CHOKEBERRY
ARONIAARBUTIFOLIA*
CHASMANTHIUM LATIFOLIUM (RIVER OATS)
10
*SILKY DOGWOOD
CORNUS AMOMUIN
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)
10
'SILKY WILLOW
SALIX SERICEA
VERNONIA GIGANTEA (GIANT IRONWEED)
5
WINTERBERRY
ILEX VERTICILLATA
RUBECKIA HIRTA (BLACK EYED SUSAN)
5
NINE BARK
PHYSOCARPUS
EUPATORIUM FISTULOSUM (JOE PYE WEED)
5
*I"BLACK WILLOW
TREES
SALIX NIGRA
RHUS TYPHINA STAGHORN SUMAC
( )
5
**BLACKGUM
NYSSASYLVATICA
VERBENA HASTATA(BLUE VERVAIN)
5
**GREEN ASH
FRAXINUS PENNSYLVANICA
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)
5
*'RED MAPLE
ACER RUBRUM
**RIVER B1 RCH
BETULA NIGRA
*'SWEETGUM
LIQUIDAMBAR STYRACIFLUA
APPLICATION:
*'SYCAMORE
PLANTANUS OCCIDENTALIS
APPLY AT A RATE OF 15LBS/ACRE.
**EASTERN HEMLOCK
TSUGA CANADENSIS
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.
SPECIES TO
USE FOR LIVESTAKES
TREES
MAINTENANCE:
TREES & SHRUBS
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY
ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
PER PLANS
WATER SURFACE
2
FLOODPLAIN BENCH
LIVESTAKES & FLOODPLAIN
PLUGS PER PLANS
© COPYRIGHT 2019 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
—INEERINC I —NINC I ENhRONME14-
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