20190802 Ver 1_More Info Received_20190723

Homewood, Sue
From:
Derek Goddard <[e-mail]>
Sent:
Tuesday, July 23, 2019 4:56 PM
To:
Leslie, Andrea J
Cc:
Homewood, Sue; Fuemmeler, Amanda J CIV (US)
Subject:
Re: [External] Propsed Liddle Project in Ashe county- Drone footage
• External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
I did not plan to use it because the boulders are non erodible and we can get them tight enough to eliminate most of the
water. In practical terms my guys will use it if they can not get a tight enough seal.
Thanks
On Tue, Jul 23, 2019 at 4:51 PM Leslie, Andrea J <[e-mail]> wrote:
Thanks Derek — I'm much more comfortable with this scenario. Will there be geotextile lining of the
boulders? I dont see it noted in the plans.
Andrea
Andrea Leslie
Mountain Habitat Conservation Coordinator
NC Wildlife Resources Commission
645 Fish Hatchery Rd., Building B
Marion, NC 28752
828-803-6054 (office)
828-400-4223 (cell)
www.ncwildlife.org
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From: Derek Goddard <[e-mail]>
Sent: Tuesday, July 23, 2019 4:45 PM
To: Homewood, Sue <[e-mail]>
Cc: Fuemmeler, Amanda J CIV (US) <[e-mail]>; Leslie, Andrea J <[e-mail]
Subject: Re: [External] Propsed Liddle Project in Ashe county- Drone footage
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[e-mail]
Hi All,
Sue and I talked about her comments and we have revised the plans accordingly in the attached. Specifically we have
elected to use boulders that we will have onsite to divert the flow rather than excavated bed material. A revised detail
is included.
Thanks
Derek
On Tue, Jul 23, 2019 at 2:44 PM Derek Goddard <[e-mail]> wrote:
Sue,
1. The channel bed material is pretty large. I would characterize it as cobble (4"-5"). Would you be more comfortable if
we constructed the diversion out of bed material line it geotextile? If so I will change the detail.

2. The stream on this site is severely over wide and we have room in the existing bankful channel width to construct a
diversion around the structures with the excavated channel, but if we use a geotextile to line the diversion as
suggested above, that would eliminate any concern for sedimentation. I see your concern about construct -ability in a
normal circumstance. In practice the builder would install the diversion and build one side then stabilize the channel
and divert the water over a portion of the finished structure while the other side is finished. If the geotextile solution
is suitable I will draft a new detail.
3. Yes, that is a typo. I will fix that.
On Tue, Jul 23, 2019 at 2:09 PM Homewood, Sue <[e-mail]> wrote:
Thank you for the stream stats info Derek.
I have questions about the diversion detail:
1. Your detail notes to use bed material but based on the drone footage you submitted it looks like the bed
material is mostly sand and small gravel. I don't understand how you can construct a diversion berm with
loose material such as that and have it hold up to stream flow. I'm also concerned that you'll be
unnecessarily disturbing the bed by using instream material and causing turbidity downstream while
constructing the diversion.
2. Your detail shows the diversion forcing the flow around a portion of the stream but shows the entire rock
vane/structure show within that portion of the stream. That doesn't make sense to me.
3. 1 think that there might be a typo in Construction Sequence #5 and that it should be "should NOT be left in
place more than 24 hours"? DWR would be more comfortable if this stated that they must be removed prior
to leaving the site each day.
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

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North Carolina Public Records Law and may be disclosed to third parties.
From: Derek Goddard <[e-mail]>
Sent: Tuesday, July 23, 2019 11:51 AM
To: Homewood, Sue <[e-mail]>
Cc: Fuemmeler, Amanda J CIV (US) <[e-mail]>; Leslie, Andrea J <[e-mail]
Subject: Re: [External] Propsed Liddle Project in Ashe county- Drone footage
mail. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Sue,
The drainage Area is 5.2 square miles and the CFS is 204 This would require 5-8" pumps. I have updated the plans
with the sequence and a detail. They are attached to this email
Thanks
Derek
On Thu, Jul 18, 2019 at 10:20 AM Homewood, Sue <[e-mail]> wrote:
Thanks Derek,
Can you please provide me with the size of the watershed and/or flow of the channel and/or size of the pumps that
would be required to document that "the flow is too large". Please also update your plans to include a construction
sequence and detail for your proposed diversions suring structure installation.
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: Thursday, July 18, 2019 7:50 AM
To: Homewood, Sue <[e-mail]>
Cc: Fuemmeler, Amanda J CIV (US) <[e-mail]>; Leslie, Andrea J
<[e-mail]>
Subject: Re: [External] Propsed Liddle Project in Ashe county- Drone footage
&t.spam@nc.g(,
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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.
5

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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to [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.
7

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
Marion, NC 28752
828-803-6054 (office)
828-400-4223 (cell)
www.ncwildlife.or
Get NC Wildlife Update delivered to your inbox from the N.C. Wildlife Resources Commission.
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From: Derek Goddard <[e-mail]>
Sent: Tuesday, June 25, 2019 5:16 PM
To: Homewood, Sue <[e-mail]>; Fuemmeler, Amanda J CIV (US)
a

<[e-mail]>; Leslie, Andrea J <[e-mail]>
Subject: [External] Propsed Liddle Project in Ashe county- Drone footage
=External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment
��pamCcDnc.gov
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]>
ac1657(aD_gmail.com has shared the following video:
7
Video of Liddle.MP4
Open
ac1657 .gmail.com 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
9
Google --

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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Derek Goddard, PLS, GISP
BREC, P.A.
126 Executive Drive, Suite 220
Wilkesboro, NC 28697
828.265.4425
336.844.4088
10

828.964.9349 Cell
www.brec.biz
[e-mail]
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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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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
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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 including any documents.
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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 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:
12

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
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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13

LIDDLE STREAM RESTORATION
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CITY/TOWN: JEFFERSON, NC
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LICENSE: C-3576
NORTH CAROLINA COUNTY MAP
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SHEETINDEX
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COVER SHEET
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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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1. ALL STREAMS WILL BE EXCLUDED FROM
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1. ONLY OPEN UP NEW GROUND THAT CAN BE STABILIZED AT THE
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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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5
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6
W81.370191 (d)
N36.399917 (d)
7
W81.370158 (d)
N36.399973 (d)
8
W81.370100 (d)
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10
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11
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12
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13
W81.370706 (d)
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14
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N 36.399856 (d)
15
W81.370839 (d)
N 36.399859 (d)
16
W81.370770 (d)
N 36.399794 (d)
17
W81.370825 (d)
N36.399794 (d)
18
W81.371023 (d)
N36.399983 (d)
19
W81.371104 (d)
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WETLAND IMPACT TABLE (NATIONWIDE 27)
IMPACT NUMBER TYPE OF IMPACT TEMPORARY/PERMANENT ACREAGE
ROAN CREEK
CLASS: WS -IV; TR+
906'
© 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.
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336.844.4088 http:Ilb,,.b,,
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#1
STREAM CONSTRUCTION
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TOTAL
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STREAM IMPACT TABLE (NATIONWIDE 27)
IMPACT NUMBER
TYPE OF IMPACT
TEMPORARY/PERM
ANENT
LENGTH
#1
RESTORATION -
ROAN CREEK
PERMANENT
906'
#2
STREAM FORD
CROSSING
TEMPORARY
20'
TOTAL
926'
© 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 $100,000 PER OFFENSE.
NOTES:
1. ALL PERMANENT WETLAND IMPACTS WILL
BE RESTORED WITH ERNST SEED MIX #305.
2. NO DITCHING WILL OCCUR.
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BANKFULL
FEATHER -OUT
BANK
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
ROCK J -HOOK VANE
ROCK SILLS / J -HOOK STONES
B BANKFULL ELEVATION
PLAN VIEW I HEADER STON /
NO.57 STONE /FILTER FAB10
FOOTER STONE
SECTION A -A'
BANKFULL WIDTH
BANKFULL ELEVATION
HEADER STOt�F� BANKFULL
ELEVATIO
STREAMBED
ELEVATION
FOOTER STONE
CROSS SECTION
GENERAL NOTES:
1. ALL STONES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER, PLUGGING WITH STRUCTURE STONE CLASS A AND SELECT
MATERIAL AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAYBE ADJUSTED TO FIT BY THE ENGINEER.
4. A DOUBLE FOOTER BOULDER SHALL BE UTILIZED IN SAND BED MATERIAL.
5. VANE ARM SHALL TIE INTO HALFWAY BETWEEN THE CHANNEL INVERT AND
BANKFULL ELEVATIONS. THE VANE ARMS SHALL RISE AT 2-5% FROM THE
CHANNEL INVERT AT AN ANGLE OF 15-30 DEG. FROM THE ADJACENT
TANGENT LINE. THE VANE ARM SHALL CONTINUE UP TO THE BANKFULL
ELEVATION BUT THE ARM'S SLOPE MAY BE INCREASED TO GREATER THAN
5% AT THE DIRECTION OF THE DESIGNER. ADDITIONALLY, THE VANE ARM'S
ANGLE OF DEPARTURE MAY BE ADJUSTED TO 90 DEG TO THE FLOW
DIRECTION AT THE DIRECTION OF THE DESIGNER.
6. THE CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS.
7. BOULDERS SHALL BE NATIVE STONE OR SHOT ROCK, CUBICAL OR
RECTANGULAR IN NATURE.
8. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER
BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE
ENTIRE LENGTH OF THE STRUCTURE.
9. DIRECT FLOW AWAY FROM STRUCTURE USING BED MATERIAL SO THAT NEW
SOILS HAS MINIMUM CONTACT WITH LIVE WATER.
STREAMBANK HEADER STONE
2-5% VANE SLOPE r STREAMBED
FOOTER BOULDER$
INTO THE EXISTING SUBTRATE
A MINIMUM OF THE BOULDER DIAMETER
SECTION B -B'
2
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SINGLE STEP ROCK CROSS VANE
T 40FPROPOSED T
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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.
11. DIRECT FLOW AWAY FROM STRUCTURE USING BED MATERIAL SO THAT
NEW SOILS HAS MINIMUM CONTACT WITH LIVE WATER.
}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
AX OF 0.5'
HEADER
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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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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© 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
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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.
1
C902
RIPARIAN/WETLAND 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
NYSSA SYLVATICA
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 TR -ATE OF 15LBS/ACRE.
**EASTERN HEMLOCK
TSUGA CANADENSIS
*SPECIES TO USE FOR LIVESTAKES
**TREES
TREES & SHRUBS
PER PLANS WATER SURFACE
2
FLOODPLAIN BENCH J LIVESTAKES & FLOODPLAIN
PLUGS PER PLANS
TEMPORARY STREAM DIVERSION DETAIL
CONSTRUCTION SEQUENCE:
1. ONLY OPEN UP NEW GROUND THAT CAN BE
STABILIZED AT THE END OF EACH DAY.
2. TAKE PRECAUTION TO WORK FROM HIGH GROUND
WHEN POSSIBLE.
3. USE ONLY LATE MODEL EQUIPMENT FREE FROM
LEAKS THAT IS IN PROPER MAINTENANCE.
4. SEE DETAIL 1/C902 FOR TEMPORARY STREAM
DIVERSION METHODOLOGY TO LIMIT LIVE WATER
FLOW AND CONTACT WITH NEW SOIL.
5. TEMPORARY STREAM DIVERSIONS SHALL BE
REMOVED AT THE END OF EACH DAY.
6. IN SCENARIO'S WHERE THE DIVERSIONS CAN NOT BE
CONSTRUCTED IN THE ACTIVE CHANNEL -
STRUCTURES SHALL BE BUILT IN 2 PHASES AND
DIVERSION SHALL BE BUILT IN EACH PHASE TO
SUFFICIENTLY DIVERT WATER.
EXISTING
CHANNEL WIDTH
NEW
CHANNEL
WIDTH
0
TEMPORARY CHANNEL
DIVERSION WITH
BOULDERS (MIN. T, 4' x 2'1
REMOVE AT THE END OF
EACH DAY
STREAM STRUCTURE
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 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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