20071096 Ver 2_More Info Received_20140627

McGill
A S S O C I A T E S
201 I CY`1 b v Z
Letter of Transmittal
To: Sue Homewood
NC DENR Winston -Salem Regional Office
Division of Water Resources — Water Quality Programs
585 Waughtown Street
Winston - Salem, NC 27107
From: John C. Vilas
McGill Associates P.A.
Director of Environmental Services
3764 Rominger Road
Banner Elk, NC 28604
Re: The Woodlands Project, Ashe County
Action ID. 2007 - 2276 -305; DWQ# 07 -1096
Response to NCDENR Comments from June 5, 2014
Mrs. Homewood,
June 19, 2014
N.C.DePt. of ENR
JUN. 2-6 2014
Winston -Salem
Please find included in this response package a comments and response letter with
supporting figures, maps, tables, and updated sections of the project's PCN. We hope that
the information provided answers all of your questions and supports the proposed
interests of the Woodlands project. If you have any question regarding the response
package, please feel free to contact us.
Yours sincerely,
Jo C. Vilas
McGill Associates, P.A.
Director of Environmental Services
JUN 7 2014
U NR - WA ou"',
Environmental Planning Finance
HcGill associates, P.A. - 3764 Rominger Road, Banner- Elk, North Carolina 28604
Office: 828 -297 -6946 - Fax: [phone]

McGill
A S S O C I A T E S
The Woodlands Project, Ashe County
Action ID. 2007 - 2276 -305; DWQ# 07 -1096
Response to NCDENR Comments from June 5, 2014
June 19, 2014
JUN 2 7 2014
u rM - WATFA QUAUTY
Comment 1: It appears that Lot 42 is inaccessible without a stream crossing which would
need to be shown in this application.
Response 1: Lot 42 building footprint is set directly off Woodland Ridge subdivision road,
outside of stream buffers (refer to Figure 1). Lot 42 building footprint has been allocated a
600sf envelope. Access to Lot 42 building site will not require a stream crossing. Well
serving Lot 42 to be located adjacent to the building footprint and will not overlap stream
buffers. Septic drainfield serving Lot 42 will be set on the north side of stream 3S in a wide
upland area. Temporary stream impact S -8 has been included in the original permit
application for trenching the sewer line crossing for Lot 42 drainfield easement. Drainfield
system will be setback a minimum of 50' from adjacent streams.
Comment 2: Can you show building envelopes, including septic, well, driveways for lots 52
and 54 to demonstrate that these lots are buildable without additional impacts?
Response 2: Lot 52 building footprint, well and drainfield easement set outside of adjacent
stream buffers, as shown on Figure 2. Access to Lot 52 building site will be provided through
a shared driveway from Lot 51. Septic drainfield system will be setback a minimum of 50'
from adjacent streams. No additional impacts to jurisdictional waters will result in
developing Lot 52. Lot 54 building footprint, well and septic drainfield easement set outside
of adjacent steam buffers, as shown on Figure 3. Access to Lot 54 is provided by private
drive off Woodland Ridge, which will not encroach in stream buffers nor will the drive
impact jurisdictional waters. Septic drainfield system will be setback a minimum of 50' from
adjacent streams. No additional impacts to jurisdictional waters will result in developing Lot
54.
Comment 3: The plans show that the road shoulder will impact tributary 2S.
Response 3: Please refer to Erosion and Sediment Control Plan Sheet 4 of 8, labeled Figure
4; limits of construction will be setback off stream 2S top of bank by a minimum of 5', and
proposed road grading will not disturb 2S streambank stability. Proposed road construction
will not impact stream 2S.
Environmental 9 Planning Finance
McGill Associates, P.A. - 3764 Rominger Road. Banner Elk, North Carolina 28604
Office: 828 -297 -6946 - Fax: [phone]

Woodlands Project, Action ID 2007 - 2276 -305; DWQ# 07 -1096
Response to NCDENR Comments from June 5, 2014
Page 2 of 3
Comment 4: I'm going to need plan and profile drawings for all the impact sites. These
should show pipe burial and construction sequences. If you feel burial is not achievable due
to topography or bedrock you need to request exemption for that automatic condition of the
401.
Response* Plan and cross - section drawings with construction sequencing are shown on the
following, figures: Figure 5 -stream impact S -4; Figure 6 -stream impact S -5; Figure 7 -stream
impact S -6; Figure 8 -stream impact S -7.
'Comment 5: Can you verify that there are no additional' stabilization impacts at the culvert
locations? Typically DEMLR likes to see riprap aprons at culvert outlets (especially in steep
topography) and those would be counted as permanent impacts.
Response 5: It is the project engineer's experience that Land Management Resources does
not require riprap outfall protection on culverts located in steep terrain. No permanent outfall
protection is proposed for the project'"s proposed culverts; countersinking culverts below
stream grade will eliminate the need to provide rock inletloutlet protection as natural/existing
channel rock to be preserved and utilized in channel.
Comment 6: Does the site plan you submitted account for all temporary impacts from S &EC
measures? You show the roadway but not the construction corridor or any additional impacts
for S &EC measures that could impact wetlands immediately adjacent to the road
Response 6: Please refer to Erosion and Sediment Control Plan Sheet 4 of 8; labeled Figure
4. All erosion and sediment control measures will, be placed in non jurisdictional areas. No
additional impacts to jurisdictional waters will result during the installation of erosion and
sediment control measures. All wetland areas in the road construction corridor have been
included in the original permitapplication as wetland impacts (see notes on Figure 4).
Comment 7: The 401 will require dewatering at all culvert locations. I'll need a plan sheet
that shows a dewatering sequence and,an;updwed PCN that includes the+temporary,impacts at
each location for the, dewatering.
Response 7: Please refer to Erosion and Sediment;Control Plan Sheet 8 of 8, labeled Figure 9
for details and sequencing for pump around operations. An updated Impact Table for the
Woodlands PCN application is provided in Figure 10 accounting for temporary impacts at 4
proposed culvert installations. The PCN has been updated in the following sections: B.
Project Information and Prior Project History, sub - section 3e, third and fourth paragraphs; C.
Proposed Impacts Inventory, subsection 2. Stream Impacts- Table 3a. through ji. The
following is an updated summary of project stream impacts: total permanent stream impacts -
1441f; total temporary stream impacts -241f; total stream impacts- 1681f. The Woodlands
Impact Map has been updated to show new temporary stream impact locations and is
included in this response package.
Comment 8: You show the 30' vegetated buffer for the stormwater permit however for the
tributary 2S the buffer is impacted by the road. Be sure to address this in the stormwater
Environmental e Planning o Finance
McGill Associates, PA - 376,4 Ronrtnger Road, Banner Elk, Notth Cat ohna 28604
Office 838 -3'97 -6946 - Faz 828- 297 -1982

Woodlands,ProJect, Action ID. 2007 - 2276 -305; DWQ# 07 -1096
Response to NCDENR Comments from June 5, 2014
Page"3 of 3
permit application so you don't end up with a 401 approval that doesn't match the
stormwater approval.
Response 8:,87 if of buffer encroachment is shown on Erosion and Sediment Control Plans,
Sheet 4 of 8; also shown,on Figure 4. The 87 if of buffer encroachment, is based on the 30'
stormwater buffer. The encroachment on the 25' trout buffer is 781f
Comment 9: Show evidence of compliance with ORW and Stormwater Rules; demonstrate
overall project compliance.
Response 9: Once the Sediment and Erosion Control Plans are approved, the Stormwater
Permit application will be submitted directly to DEMLR with the required fee. The
Stormwater Permit application will be sent to Aana Taylor -Smith in the Winston -Salem
Regional Office.
Environmental Planning_ Finance
McGill 4ssociates, PA • 3764 Romingei Road, Banner Elk, North Carolina 25604
Office 825 -297 -6946 • Fax [phone]

3e
Describe the overall nroiect in detail, including the type of equipment to be used
Project History In 2007, The Woodlands development received an,approved'404 /401 NWP#29 (Action ID 2007 -2276-
305, DWQ# 07 -1096) for 144 If of stream impacts and 0 111 -acres of wetland impacts The Woodlands, 2007 Site Plan
planned to complete the 93 11 -acre property' in two phases (Phases 1 and 2) Following permit approval, work was
completed on a portion of the project Three of the seven approved stream crossings were completed (S-1, S-2, S-3),
three of,the six approved wetland impact saes were completed (W -1, W -2, W -3) Site development was not completed
before the permit expired on September 5 of 2009 The as-built impact .totals are 88 If of streams and 0 062 -acres of
wetlands (see attached Impact Completion Table) The Phase 2 portion of the project ended with the completion of
Salamander Creek road Crossing #3 was not completed on the end of Salamander Creek, the impact is being eliminated
with a bridge crossing to access lots 31 and 32
Recently The Woodlands development has increased in size from 93 11 -acres to 138 2- acres. Three additional phases
have been added (Phases 3, 4, and 5). Phase 3 has been completed along the, eastern portion of the property, which
held no jurisdictional waters 'Phase 3 included the extension of Woodland Ridge road and completing Raccoon Ridge
road to the southeast extent of the development Phase 4 was recently added to complete Woodlands Ridge road
through the proposed Project Site and access the western portion of the development Phase 5 was added to access the
southern ridge
Current Activity The Woodlands is applying for NWP #29 & WQC# 3890 permits in order to complete Phases 4 and 5
The total proposed permanent stream impacts for completing The Woodlands development has not changed from the
2007 permitted amount ,(144 If) except for an additional 24 If of temporary stream impacts The distribution of stream
impacts'has changed slightly due to an alignment shift of Woodland Ridge road, Wetland impact totals have slightly
increased (0 027 -ac) bringing the total proposed wetland impacts to 0138 -acres Please refer to the current Impact Map
and 2007 Impact Map to compare changes in nomenclature and impact locations Wetland boundaries and stream
locations have preliminary JD approval following a site visit by the USACE on April 8, 2014 (see Existing Conditions -
Delineation Map)
Description of proposed impact sites impacts W- 4,'W -5, and W-6 are wetlands located urthe existing forest road bed,
excavation and fill impacts are proposed as part of new road construction Impact S-4 is on tnbutary 3S at an existing 12'
culvert, culvert to be removed and upgraded with new 24' CMP Impact S-5 is on tributary 4S at an existing 12' culvert,
culvert to removed and upgraded with new 24' CMP Impact S-6`is on tributary 5S at an existing 4' culvert, culvert to be
removed and upgraded with 30' CMP Impact S -7 is on tributary 6S where it crosses existing forest road Stream looses
definition for approximately 18 If, at road crossing forming wetland unit 5W Proposed 24' CMP to be installed at S -7 (6' of
proposed stream impacts) Impact S -8 is for temporary fill in tnbutary,4S for trenching a 4" sewerhne across the channel
toaaccess,lot 43 for a septic field easement serving [lot 42 Impact'S -9 is for 51f of`temporary fill in'tnbutary 3&for,a pump
around operation during installation of new culvert associated with ,permanent impact' S-4 Impact SAO is for 51f of
temporary fill in tributary 4S for a pump around ,operation during installation of new culvert associated with permanent
impact S -5 Impact S -11 is for 51f of temporary fill in tributary 5S for a pump around operation during installation of new
culvert associated with permanent impact S -6. Impact S -12 is for 51f of temporary fill in tributary 6S for a pump around
operation during installation of new culvert associated with permanent impact S -7
All stream work ,to be performed in the dry, pump around operations will be used Stabilization of disturbed areas
following culvert installations! will be completed with an erosion control seed mix and straw cover Appropriate erosion
control measures will be utilized during new road construction based on the Woodlands Sediment and Erosion Control
Plan Typical site grading equipment will be used for the protect including backhoe, bull dozer, and dump truck
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?
® Yes ❑ No ❑ Unknown
Comments USACE has completed a site visit and'verified
jurisdictional waters on project site
4b
If the Corps made the jurisdictional determination, what type
® Preliminary ❑ Final
of determination was made
4c
If yes, who delineated the junsdictional,areas?,
Agency /Consultant Company ENV -ECS, Inc,
Name (if known) Sean Martinland John Vitas
Other-
4d
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Preliminary JD approval based on site visit from 4/8/2014 Previous approved JD received on Sept 24, 2007

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply).
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Wetland Impacts
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)
Tem bra '
W1 ®P ❑ T
Fill
Headwater Forest
® Yes
❑ No
® Corps
® DWQ
0 039
W2 ®P ❑ T
Fill
Headwater Forest
® Yes
❑ No
® Corps
® DWQ
01019
W3 ®P ❑ T
Fill
Headwater Forest
®Yes
❑ No
®Corps
® DWQ
0 004
W4 ®P ❑ T
Fill
Headwater Forest
® Yes
❑ No
® Corps
® DWQ
0 059
W5 ® P [-IT
Fill
Headwater Forest
® Yes
❑ No
® Corps
® DWQ
0.003
W6 ®P F1 T
l
Fill
Headwater Forest
Yes
[:1 No TO
® Corps
DWQ
0.014
2g. Total wetland impacts
0 138
2h Comments- W -1, W -2, W -3 are completed W-4, W -5, W -6 are proposed
2. Stream Impacts
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 ®P ❑ T
Culvert
UT7
❑ PER
®;INT
® Corps
® DWQ
3
18
S2 ®P ❑ T
Culvert
UT -2
® PER
❑ INT
® Corps
® DWQ
3
40
S3 ® P ❑ T
Culvert
UT -3
® PER
❑INT
INT
® Corps
®DWQ
30
S4 ®P ❑ T
Culvert
3S
❑ PER
® INT
® Corps
® DWQ
4
12
S5 ® P ❑ T
Culvert
4S
❑ PER
® INT
® Corps
® DWQ
4
12
S6 ® P'❑ T
Culvert
5S
❑ PER
® INT
® Corps
® DWQ
3
26
S7 ® P ❑ T
Culvert
6S
PER
® INT
® Corps
®' DWQ
4
6
S8 ❑ P ® T
Fill
4S
❑ PER
® Corps
4
4
® INT
® DWQ
3h Total,stream and tributary Impacts
148
31 Comments stream impacts table continues on Figure 1 0, Table 3a Continued

E McGill
A S S O C I A T E S
Figure 10. Table 3a. Continued
2. Stream Impacts
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream Impact
Type of
Stream
Perennial
Type of
Average
Impact
number-
Impact
name
(PER) or
jurisdiction
stream
length
Permanent (P)
intermittent
(Corps -404-
width
(linear
or
(INT)
10 DWQ-
(feet)
feet)
Temporary (T)
non -404,
other)
S9 (T)
Fill
3S
INT
DWQ'
4
5
S 10 (T)
Fill
4S
INT
Corps;
5
S11 (T)
Fill
5S
INT
Corps;
5
S12 (T)
Fill
6S
INT
DWQ'
4
5
Continued Total
from PCN
148
3h. Total stream and tributary impacts
168
3i. Comments: S -1, S -2, S -3 are completed. S -1: 30' CMP, 12' ex. culvert was replaced.
S -2: 40' CMP. S -3: 30' CMP. S -4: 24' CMP, 12' ex. culvert to be replaced. S -5: 24'
CMP, 12' ex. culvert to be replaced. S -6: 30' CMP, 4' ex. culvert to be replaced. S -7:
24' CMP, 18' of no stream channel in ex. road bed not being counted as a stream impact
(location of impact W -6). S -8: temporary impacts associated with trenching across
tributary for a 4" sewerline pipe to access a septic easement on lot 43 from lot 42. S -9,
S -10, S -11, and S -12 are four new temporary stream impacts which have been added to
the Impact Table accommodating pump around (dewatering) operations at each of the
four proposed culvert installation sites S -4, S -5, S -6, S-7).
Environmental 9 Planning Finance
.McGill .lssociares, P.A. - 3764 Rominger Road, Banner Elk, North Carolina 28604
Office: 828 -297 -6946 - Fax: [phone]

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