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3. Stream Impacts
If there are perennial or intermittent stream/ tributary impacts (including temporary impacts) proposed on the site,
complete this table for all stream/ tributary sites impacted.
** All Perennial or Intermittent streams must be verified by DWR or delegated local government
3a
3b.
3c.
3d.
3e.
3f.
3g.
3h.
Site #*
Impact
Impact
Impact Type
Stream Name*
Stream
Jurisdiction
Stream Width
Impact length
Reason
Duration*
Type
Type*
(avg ft) *
(linear ft)
S1
Stream
Permanent
Restoration/
Mainstem UT
Perennial
Both
4
1427
Restoration
Enhancement
Double Creek
and
Enhancement
S2
Stream
Permanent
Restoration/
Tributary 1
Perennial
Both
3
553
Restoration
Enhancement
and
Enhancement
S3
NRCS Farm
Permanent
Crossing/
Tributary 1
Perennial
Both
3
40
Crossing
Culvert
S4
Stream
Permanent
Restoration/
Tributary 2
Perennial
Both
3
702
Restoration
Enhancement
and
Enhancement
S5
NRCS Farm
Permanent
Crossing/
Tributary 2
Perennial
Both
3
40
Crossing
Culvert
S6
Stream
Permanent
Restoration/
Tributary 3
Perennial
Both
2
70
Restoration
Enhancement
and
Enhancement
S7
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S8
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S9
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S10
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S11
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S12
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S13
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S14
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S15
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S16
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S17
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S18
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S19
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
S20
Click to enter
Temp/ Perm
Choose one
Click to enter
Per/Int
Choose one
Click to enter
Click to enter
3i1. Total jurisdictional ditch
0 linear ft
impact:
3i2. Total permanent stream
2,832 linear ft
impacts:
Page 10 of 21 PCN Form Version 4.3- February 22, 2024

M. Total temporary stream
impacts:
0 linear ft
3W Total stream and ditch
2,832 linear ft
impacts:
3j. Comments:
Impacts to the stream channels include the installation ofj-hooks, toe -wood, log vanes, and habitat rocks.
These structures are needed to maintain grade, reduce shear stress along the streambanks, improve habitat,
and to enhance bedform diversity. This will result in a long-term positive impact to instream aquatic habitat.
Page 11 of 21 PCN Form Version 4.3- February 22, 2024

M M �
Was 971 �
Property Owner,
J-eff of
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, Issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
i1rty Owners Address (if different than property above):
ene r61L e- xS Xt/,,o --e

Photos of Site Taken During Winter 2024:
Figure 1: Perched DOT culvert under Longbottom Rd at 0+00 of mainstem
Figure 2: Bank erosion at 1+00 of mainstem

Figure 3: Bank erosion at 0+60 of Tributary 2
Figure 4: Bank erosion at 0+80 of Tributary 2

Figure 5: Typical unstable banks - Tributary 2
Figure 6: DOT culvert under Longbottom Rd, Tributary 1

Figure 7: Eroding banks at 2+60 of Tributary 1
Figure 8: Existing pipe outlet with eroding side slopes, 5+48 of Tributary 1

Figure 9: Unstable bend, top of bank caving in foreground; mainstem station 3+00
Figure 10: Unstable bank, mainstem station 4+70

Figure 11: Stable left bank, unstable right bank, mainstem 7+50
Figure 12: Unstable bank on left side of picture; mainstem station 13+90

Figure 13: Unstable bank on right side of photo; Tributary 3
Figure 14: Looking towards culvert at beginning of mainstem and the bottom portion of
Tributary 1 showing the lack of existing riparian buffers

Mr. Hartshorn,
Thank you for your response and for the detailed review. First, just a little background on this
project. The Natural Resources Conservation Service (NRCS) and the Wilkes County Soil and
Water Conservation District initiated the project because of the potential to improve water
quality through a stream restoration proj ect at the site. The Soil and Water Conservation district
applied for and received a North Carolina Land and Water Fund (NCLWF) Grant to hire a private
engineer (me) to provide design and permitting services for this project due to NRCS being
short-staffed and not able to provide engineering services in a timely manner. The site and
preliminary design have been thoroughly vetted and reviewed by conservation and restoration
specialists from all of the aforementioned agencies. NRCS employees developed a conservation
plan for the site and encouraged the landowner to apply for the Environmental Quality Incentives
Program (EQIP). The application was funded and the landowner now has an EQIP contract in
place with NRCS to complete the proposed project. EQIP is a voluntary conservation program
that provides no incentive to the landowner other than conservation technical assistance and cost -
share to aid in the implementation of conservation practices on their land. I have provided
engineering, permitting, and construction supervision services for many NRCS funded projects.
Responses to request for additional information (corresponding to numbers on letter):
1. Photos of current conditions with descriptions are attached.
2. Existing culvert length = 20' (1 existing culvert). Proposed total culvert length = 80' (40'
at each proposed location). A thorough examination was undertaken to determine if ford -
type crossings could be used for access. Unfortunately, the topography at the site will not
allow the landowner to move multiple pieces of large agricultural equipment across the
streams without culverts. The culverts were designed according to the NRCS Stream
Crossing (code 578) practice standard. Designed culvert lengths are necessary to
facilitate stable side slopes and a roadbed of sufficient width to allow landowner's access
to agricultural fields with large row -crop equipment. Callouts listing culvert design
details are included on the plan sheets and the impact table has been updated to include
the two proposed culverts. Due to NCWRC comments, culvert material was changed
from HDPE to aluminized corrugated metal in order to provide a rougher material that
will aid in aquatic organism passage.
3. A signed agent authorization form is attached.
4. The impact table has been revised to separate out impacts for each tributary and to
separate the proposed culverts and stream restoration. With similar projects in the past,
the total proposed project length was listed as restoration/enhancement even if other
impact descriptions such as relocation might also be applicable for portions of the project.
Ultimately, the project is a stream restoration/enhancement project and all impacts are for
the purpose of achieving that goal while also allowing continued agricultural production
in the uplands by providing stable stream crossings. The previously listed total was
miscalculated; the total impact length of 2,832 linear feet listed in the revised table is the
correct length based on the design.

5. There are three minor stream relocations proposed on the plans. The designed relocations
on Tributary 1 and the Mainstem UT to Double Creek are necessary because of existing
topography and stream alignment. The relocations will reduce shear stress along the
streambanks and will allow construction of flatter bank slopes. The relocation on
Tributary 2 was designed mainly due to extremely steep existing topography on the left
(western) streambank. The stream in this area flows through an old breached dam (see
Figures 3 and 4). Relocation will place the stream more closely to its likely historic path
before construction of the dam and will allow construction of flatter bank slopes. This
will result in minimization of impacts at these sites by reducing bank erosion due to
establishment of stable banks and a woody riparian buffer.
6. The culverts are for agricultural equipment access. The planting plan has been updated to
show that planting will not occur on access roads.
7. These pipes were installed many decades ago before the existing landowner was alive
and little information is known about them. They are likely agricultural subsurface
drains. Stabilizing their outlets will reduce bank erosion.
8. Erosion and sediment control permitting will be conducted after 404/401 permits are
obtained.
9. The longitudinal profiles on the sheets identified have been updated to show proposed
changes to the water surface profiles.
10. The proposed culvert was added to the longitudinal profile on Sheet 4.5.
Please do not hesitate to contact me anytime with any additional questions.
Sincerely,
Jeff Belflower
828-980-5715