20072227 Ver 1_More Info Received_20080317

Wetland and Natural Resource
Consultants, Inc.
March 14, 2008
N.C. Division of Water Quality
Surface Water Protection Section
NC Division of Water Quality
401 Wetlands Unit
Attn: Ms. Cyndi Karoly Attn: Mr. Kevin Barnett
2321 Crabtree Blvd., Suite 250 2090 US Highway 70
Raleigh, NC 27604 Swannanoa, NC 28778
al
Re: Devin McCarthy Land Development LLC
Queens Gap (+/- 3500 acres)
DWQ #07-2227 / Corps Action ID 20073208381 MAR 17 2008
Rutherford and McDowell Counties, North Carolina DFPik '6AIERWAUTY
WETLANDS AND STORMWATER BRANCH
Cyndi and Kevin:
This response letter and the enclosures are being submitted on behalf of Devin
McCarthy Land Development, LLC for the Queens Gap project in response to the two
additional information request letters received from your offices. Perennial stream
impacts (including the previously approved Nationwide permit) have been reduced from
1,916 linear feet to 1,381 linear feet. Intermittent stream impacts increased from 250
linear feet to 640 linear feet. Total stream impacts (including the NW) have been
reduced from 2,166 linear feet to 2,021 linear feet. We are proposing to mitigate at a
2:1 ratio for the perennial stream impacts as was previously proposed in the original IP
application. There will be 2,762 linear feet of stream mitigation completed for the
proposed impacts.
Wetland impacts increased from 0.178 acre to 0.218 acre and open water impacts did
not change. To summarize, total impacts for the project will be 2,021 linear feet of
stream impact, 0.218 acre of wetland impact, 0.221 acre of open water impact, and
15,741 linear feet of stream enhancement. 4,143 linear feet of the stream
enhancement is being proposed for mitigation. The remainder (11,598 linear feet) is
being done by the developer in order to enhance the remainding streams within the
golf course and Harris Creek drainage.
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WNR had an office meeting with Kevin Barnett at the Swannanoa office on March 11,
2008 to review the enclosed information. Based on Kevin's review and comments
during the meeting, WNR believes that this information should be satisfactory for your
offices to proceed with approval of this project.
From DWQ-Central Office
Request For More Information, January 31, 2008:
Additional Information Requested:
1. Please submit your signed USACE Individual Permit application or direct the
DWQ to where this is located in your application materials
Response: The Corps Form 4345 (signed by WNR) was included in the
application as well as an agent authorization form from Queens Gap
(signed by Burt Baine). However, enclosed in Attachment 1 (Corps Eng
Form 4345 and Agent Authorization Form) is a signed Corps form and
updated agent authorization form.
2. Please provide plans that show fill slopes, head walls, dissipater pads, etc, for
your proposed crossings
Response: All impacts were accounted for in the initial application. A
detail of each road crossing depicting culverts, headwalls, and fill slopes is
attached. Please see Attachment 2 (Road Crossing Details). The head
walls will not add additional length to pipes, so are not counted as
additional impact, they actually allow for pipe length reduction at every
road crossing. All fill slopes are outside of jurisdictional channels at road
crossings. No dissipater pads or any other structures other than those
depicted on the plans are going to be installed at road crossings.
3. Impact #14 (road crossing) angle is not perpendicular. Redesign or
reconfigure to cross between 75 and 105 degrees
Response: The road at impact #14 has been re-aligned to cross the
stream at more of a perpendicular angle. This change included shifting
the alignment upstream by approximately 60'. Please see Attachment 2
(Road Crossing Details) which includes a 50' scale detail of the change
and the previously submitted 100' scale (Impact Site #14 & 15) map
within the original IP application.
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4. Impacts 17 and 18 (road crossings) cross two streams approx 50 feet
upstream of the confluence of the two channels Also, Impact 18 is approx.
45 degrees Redesign this area to cross at a more perpendicular angle.
Ideally, you should push the road east and downstream of the confluence to
minimize impacts
Response: The road alignment was shifted to allow for more of a
perpendicular angle at stream crossing #18. Shifting these two road
crossings downstream would require construction of the road in a much
steeper section of terrain below the confluence. This would require, even
with a headwall of 50', equivalent pipe (120 which would not result in a
reduction of impacts. Please see Attachment 2 (Road Crossing Details)
which includes a 50' scale detail of the change and the previously
submitted 100' scale (Impact Sites #16, 17 & 18) map within the original
IP application.
5. Impact 25 (road crossing) appears to pass beneath the road, presumably
through a pipe, and appears to be directed into a sharp meander bend. This
will likely result in streambank instability at this location. Please redesign or
relocate this crossing to a more straight reach of the stream.
Response: Please see Attachment 2 (Road Crossing Details). There is an
existing road and culvert at this location. The new culvert will be installed
in line with the channel and will incorporate the sharp meander bend as
an impact to prevent bank instability downstream. The proposed impacts
increased as a result from 20' to 40' of new impact but the overall road
crossing impacts decreased for the project.
6. Lot 10751s bisected by a stream. Please provide proof that the lot is
buildable without impacting the steam, or these impacts need to be included
in this permit application.
Response: Please see Attachment 3 (Lot Details) for lot 1075. A
driveway, garage, and house are shown on the drawing for lot 1075. The
footprint shown will allow for an 1875 square foot single story home.
Most of these homes will be larger due to multiple stories.
7 Please provide cross section details showing the provisions for all aquatic life
passage.
Response: A typical of the aquatic life passage provisions should have
been included in the original application just before the Alternative Table
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and Impact Maps attachment but another copy is included in this package.
Please see Attachment 4 (Aquatic Life Passage Culvert Typical). All
culverts will be installed to allow aquatic life passage as described in Corps
& DWQ permit general conditions. Also see the profile details for each
road crossing (Attachment #2 - Road Crossing Details).
8. Please provide the location of any proposed stormwater management
practices
Response: From the Stormwater Management Plan (SMP) requirements
for applicants other than the North Carolina Department of Transportation
a "A SMP must be submitted to the 401 Oversight/Express Unit for every
drainage area within the project that is anticipated to have impervious
surface cover of equal to or greater than 24 percent." See Attachment 5
(Impervious Calculations & Maps). An impervious map per drainage area
was created which shows that none of the drainage areas within the
project area exceed 24% impervious surface. The highest impervious
calculation for the drainage areas on site is 14% and the lowest is 4.59%.
An impervious map per phase was also created and is included in
Attachment 5 along with the calculations. There are some areas of more
concentrated development (see Phase 2 on the Phased impervious map)
within certain phases of the project but none of these areas exceed 24%
impervious surface either so a Stormwater Management Plan was not
developed.
The following information was provided by the project engineer. Curbs
and gutters will not typically be constructed along roadways through
residential lot areas. Stormwater runoff will be conveyed primarily by
vegetated swales. Cross pipes will be installed in the swales in order to
reduce the amount of discharge at any one location. Energy dissipaters
will also be installed at pipe outlets to reduce the erosive capability from
storm events. Erosion control measures will be installed during
construction to prevent sedimentation. Proposed erosion control
measures include inlet protection, silt fences, sediment traps, temporary
and permanent seeding, and stone check dams. For the golf course area,
clean water ditches will be constructed at the interface of the proposed
grading and the undisturbed areas. These ditches will lead to culverts and
storm drainage, which will take clean water from undisturbed areas
through the construction site in order to prevent off-site drainage from
influencing the construction area. Some of the temporary sediment basins
constructed within the golf course will be converted to permanent
stormwater basins/wetlands.
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9. Please provide plans, profiles and worksheets for all the stormwater
management devices
Response: Please see response to Item 8.
10. Please locate any planned sewer lines on the site plan (or indicate where the
septic tanks may be used.
Response: This site will be served with a community sewer system.
Infrastructure will be similar to municipal infrastructure, with all waste
water being collected from each building unit and transported via an
underground pipe to a community wastewater treatment plant. All sewer
lines will be installed along road corridors in the shoulder of the road
above any jurisdictional waters. Lot access lines will be through high
ground (typically following driveways). The wastewater treatment plant
will be self contained (with no discharge to jurisdictional surface waters).
Treated wastewater will be used to irrigate the golf course. Irrigation
lines will follow roads and golf cart paths (no further impacts to
jurisdictional waters will be necessary for irrigation line routing). Any
irrigation line that crosses a stream or wetland will be tied to the cart path
bridge (all cart path stream and wetland crossings will be bridged).
11. Please indicate all stream impacts including all fill slopes, dissipaters, and
bank stabilization on the site plan.
Response: All impacts were accounted for in the initial application.
Please see response to Item 2.
12. Please indicate all wetland impacts including All slopes on the site plan.
Response: All wetland impacts were depicted in the original application
(other than the one golf course change herein at impact #6). No further
impacts related to fill slopes are planned. Please see response to Item 2.
13. Please submit copies of final impacts from the proposed golf course on the
plans at a scale of no smaller than 1 "=50 : Please indicate impacts at each
site.
Response: Please See Attachment 6 (Golf Course Impact Maps) and
Attachment 7 (Revised Impact Table). The changes to road impacts and
golf impacts are shown in orange in this table.
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From DWQ- Asheville Regional Office
Request for more information, February 8, 2008:
Additional Information Requested:
1. The submitted application indicates that half of the golf course impacts will be
for a practice facility. As golf courses do not have to have a practice facility,
please provide a complete and thorough alternative analysis (including, but
not limited to, relocation of the proposed facility, electronic practice facilities,
instructor based indoor practice facilities, or virtual practice facilities) for this
purpose.
Response: The proposed practice facility is intended to be the hub of the golf
course, providing a warm up facility, a practice range with distance targets,
and center for private lessons, especially important for young and/or
inexperienced players who need to practice without disturbing player flow on
the championship course. The practice range would engage the typical
player for 1-2 hours, versus 4-5 hours required from the main course.
Indoor or "virtual" ranges would not be practical, as it would negate being
outdoors, a major draw to the sport. The proposed range is of adequate size
to not be overshot by players. Rock Barn in Catawba County recently had to
construct a new range due to complaints from members that the existing
range was too short. The existing range could not be lengthened to due site
constraints.
However, the development team has determined that the practice facility
location can be shifted to be aligned parallel to Harris Creek as opposed to
perpendicular which has eliminated the necessity for any stream impacts.
Please see Attachment 6 (Golf Course Impact Maps). There is a portion of
the practice facility on the opposite side of Harris Creek from the main area
which will require wetland impacts (Attachment 6) and see Attachment 7
(Revised Impact Table).
2. The submitted application requests that 200 linear feet of stream be
culverted for golf hole 1 while a stream immediately adjacent to, and parallel,
as proposed not to be impacted, you must provide a complete and thorough
analysis with respect to this impact.
Response: The original plan (See the Alternative #1 Maps from the IP
Application) for this location was to divert the tributary directly to Harris
Creek, and pipe Harris Creek under the fairway. This would have resulted in
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655 linear feet of stream impact. It would have provided the most playable
option, by eliminating a hazard from the very first shot on the course, and it
would have been the most economical option, requiring only one culvert.
However, WNR suggested we could reduce impacts at this location, which
resulted in Hole 1-Alternative 2, which had 400 linear feet of channel impact
by piping both channels.
WNR again suggested we could reduce impacts at this location and
Alternative 3 was developed with only 200 linear feet of channel impact (a
reduction of 455 linear feet). This option avoided the larger Harris Creek, but
impact on the tributary was necessary to minimize the play-over length and
allow a flat landing area at the bottom of the slope to reduce shots from
rolling down the slope and directly into a stream channel. Impacts have been
reduced by 70%, and reduction in impact has taken precedence over costs
and playability at this location. A boulder wall may be constructed adjacent
to Harris Creek but no impacts will take place to Harris Creek.
3. The submitted application requests that 250 linear feet of stream be
culverted for golf hole 2 and 7. As the submitted plans do not show any
impact for golf hole 2, this should be removed from the impacts chart. For
golf hole 7, the impact is proposed for approximately 213rds of the way down
the fairway, a perfect opportunity for a play over. You must provide a
complete and thorough analysis with respect to this impact.
Response: The original plan (See the Alternative #1 Maps from the IP
Application) for this location was to pipe the channel for the entire length of
the channel from above Golf Hole #7 to below Golf Hole #21 resulting in 890
linear feet of impact. It would be the most playable option eliminating the
hazard on both holes as well as the preferable option for course aesthetic
continuity as well as grading continuity and stability. The two holes are close
together and each hole will be clearly visible from the other.
WNR again suggested we could avoid impact here, and the impact was
eliminated from Golf Hole #2 since a play-over would be more suitable here
on a tee shot for a Par 3 hole. This reduction impacts 640 linear feet or 72%.
Golf Hole #7 already has a creek play-over off of the tee; having two play-
overs is not only uncommon, but would be especially difficult in this situation
because of topography which would extend the hazard far beyond the limits
of the channel by drawing balls down into the draw. This would result in a
difficult shot to the green.
We are proposing additional impact than was presented in the IP application.
After further review of the grading for the hole, more fill will be required to
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get the fairway to the elevation of the green. The mound in between the two
streams on Hole 7 will need to be flattened in order to play the hole. This
soil will be pushed into the steep valley proposed for impact in order to make
the fairway flat and to make the fairway be located at a closer elevation to
the tees and green. The terrain is both too steep and too deep (valley) for a
play-over and the grading must be extended further than originally thought
to make the hole playable.
Please see Attachment 6 (Golf Course Impact Maps) for the current proposed
layout and grading for Hole #7. We are proposing to create a waterfall off
the edge of the fairway of #7 that will flow into the remainder of the stream
not being proposed for impact. There will be a re-circulating pond at the
bottom below the end point of the stream (where it goes underground).
Kevin Barnett indicated during the meeting on March 11th that he would not
consider the additional water from the created waterfall and pond an impact
to the remainder of the stream.
4. The submitted application shows that for the residential portion of this
project, that 40, 50 and 60 foot culverts are needed for a road network. As
this portion of the project is for residential road network, for no more than a
2 lane road segment or for driveways, and the indicated topographic overlay
does not show significant slopes, these culverts should be minimized as much
as possible (potentially including the use of headwalls and footwalls) to
reduce impact lengths below the requested 1,160 linear feet of impact
a. As a subset of the above comment, Crossing 21 should be evaluated
for re-alignment above the stream.
b. Crossing 30 should be moved above the stream to eliminate this
impact
c. Lots 1073, 1014, 827, 832, 834, 832, 525, 405, 406, 378, 419 are
bisected by waters You must clearly show how these lots can be built
without impacts to these waters and how the waters will be protected
from future impacts
Response: Based on conversations with Civil Engineers and Landscape
Architects 40, 50, and 60 foot culverts are short for road building in
mountainous topography. Over 85% of the project has slopes greater than
10%. The shortest culvert lengths practical were selected for each crossing,
and headwalls were utilized for all of the road crossings. Please see
Attachment 2 (Road Crossing Detail).
a. The road alignment at Crossing #21 has been realigned to avoid a stream
impact. The road was shifted downstream by approximately 200' to cross
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at an underground section of the stream. Please see Attachment 2 (Road
Crossing Detail).
b. The road alignment at Crossing #30 has been realigned to reduce impacts
from 40 linear feet 10 linear feet. The road was shifted downstream by
approximately 50' to cross at an underground section of the stream.
Please see Attachment 2 (Road Crossing Detail).
c. Please see Attachment 3 (Lot Details) for Lots 1073, 1014, 827, 832, 834,
525, 405, 406, 378, and 419. A driveway, garage, and house are shown
on the drawing for each of these lots. The footprints shown will allow for
an approximately 1875 square foot single story home. Most of these
homes will be larger due to multiple stories. A condition of the 401 will be
the recordation of deed notifications on all remaining streams and
wetlands within lots. The developer will not be able to record deed
notifications until the lots are platted which given the projected timeline
for the project may be upwards to 10-15 years.
5. In your Qualitative Analysis of Cumulative Impacts, Product Induced Growth,
you state that "no commercially directly associated with "the Queen s Gap
Development. The intent and purpose of this exercise is to determine if there
will be impacts to waters not "directly associated" with, but as a result of this
development.
Response: As stated in the Qualitative Analysis (see the Qualitative Analysis
from the IP application), this is primarily a second home development, and as
such will not require the municipal services such as schools necessitated by
permanent residents. Nor will it necessitate the amount of adjacent services
that a permanent resident population would. Queens Gap will have several
dining establishments onsite. The Queens Gap residents could draw a few
basic service providers (grocery, gas, pharmacy) but any such adjacent
development would have to go through 404/401 permitting (justification,
avoidance, and minimization) for any potential impacts to jurisdictional
waters. DWQ's Internal Policy on Cumulative Impacts specifically mentions
"water quality impairment is usually tied to urban runoff," however DWQ now
requires stormwater management facilities associated with projects requiring
a 404 permit and greater than 24% imperviousness. Any potential impacts to
waters nearby Queens Gap would have to go through this approval process.
6. In your Qualiative Analysis of Cumulative Impacts, Product Induced Growth,
you also indicate that the retail and restaurant establishments of the
Rutherfordton community will absorb the needs of these 1,189 residential
lots, yet have supplied no data to support this Please provide data, from
local government agencies, tourism boards, etc, which would show the likely
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impact of this development in relation to the resources available to support
1,100+ new homes
Response: Chimney Rock is within 20 miles of the property, Lake Lure is
within 18 miles of the property, Forest City is within 16 miles of the property,
Rutherfordton is within 10 miles of the property, Spindale is within 15 miles of
the property, Marion is within 15 miles of the property, and Old Fort is within
20 miles of the property. All of these cities/towns are within Rutherford
County except Marion and Old Fort which are in McDowell County. The
aforementioned cities/towns are the larger ones within both counties. There
are 109 restaurants listed on the Rutherford County tourism website which
are all within less than 25 miles of Queens Gap.
The City-Data.com website for Rutherford County was referenced for the
following information. This website reports 263 retail trade businesses which
include gas stations, grocery stores, clothing stores, furniture stores, building
material stores, and appliance stores. There are 73 professional services
(legal, accounting, veterinarian) reported on this website for Rutherford
County as well as 129 health care businesses. The City-Data.com website for
McDowell County reports 148 retail trade businesses, 38 professional
services, and 69 health care businesses.
There are many existing retail and restaurant establishments to meet the
needs of 1,100+ new homes. Since these are second and third homes they
will not all be occupied at the same time during the year. Once again even if
the development of Queens Gap motivates a few entrepreneurs these basic
service providers would have to go through 404/401 permitting (justification,
avoidance, and minimization) for any impacts to jurisdictional waters. Since
the land in the vicinity surrounding Queens Gap is not urbanized the
"developable" land is still available which includes small parcels of 1 to 5
acres. Parcels that do not contain jurisdictional streams and/or wetlands
should be available for the development of such facilities if any occur.
7 The submitted Enhancement Plan indicates 8,518 linear feet of enhancement
on Harris Creek and its un-named tributaries is proposed. On page 2 of the
submitted plan, you state that 'Harris Creek' is a "moderate size stream of
overall good quality. " Based on this, you may only apply mitigation credit
from the Interagency Mitigation Guidelines for the least credit multiplier.
The onsite observations also indicate that Harris Creek and its unnamed
tributaries are of good condition. Your plan includes photographs in un-
vegetated stream banks, indicating instability. The agency observation of
these situations in the field indicate that the streams were previously
impacted by the land use (timber for paper manufacturing), but are at a level
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of transitional equilibrium. Should you desire to perform stream work on
these channels beyond buffer enhancement, you must show graphically the
instability on a site map, show both BEHI and calculate sediment delivery
from hillslope processes along with calculations for bedload and suspended
bed-material load transport capacity (stream power) in order to calculate how
much material is actually being lost from these stream banks over time
(sediment yield). Lastly, you must re-calculate the mitigation credit for the
proposed work and resubmit this data for review.
Response: It is WNR's understanding that the stream mitigation ratios are
determined based on the 2003 Interagency Stream Mitigation Guidance. In
section 5.A. "General mitigation requirements associated with direct impacts
to stream channels including culvert/pipe installation." compensatory
mitigation requirements (ratios) are based solely on the quality of the stream
being impacted. Stream quality is not generally assessed on the stream
being restored. Instead there is intensive data collected and analyzed.
During this data collection and analysis it is determined what type of work
needs to be done to improve the quality of the stream being proposed for
mitigation credit. Please see Attachment 9 (Mitigation Table).
While the agency has indicated through field observation that the streams are
in a state of transitional equilibrium, WNR personnel has observed active
bank erosion after rain events over the past year. This is also well
documented with photographs showing fresh soil in the channel and mass
wasting of incised banks. See Attachment 8 (BEHI Maps). The Harris Creek
watershed will benefit from the proposed Enhancement Level I & II.
Removing invasive species, enhancing the existing buffers, redirecting shear
stress away from actively eroding banks, and providing access to the
floodplain would be beneficial to the targeted reaches. While enhancement is
targeted at bank failures on major bends, WNR personnel has assessed entire
reaches and Devin McCarthy Land Development, LLC will enhance these with
softer approaches such as resloping where banks do not have vegetation,
adding bankfull benches, and replanting. Data supporting this need is
represented in the following discussion.
In order to properly predict sediment yield throughout the targeted mitigation
site, WNR personnel administered Bank Erosion Hazard Index (BEHI) and
Near Bank Stress (NBS) field monitoring measurements. BEHI and NBS
ratings were determined throughout the watershed to give an accurate
representation of targeted enhancement reaches and the current need for
enhancement. There are several ways to estimate near bank stress. WNR
personnel used both Level II-2 and Level III-5 to determine the NBS rating at
each BEHI site. Location of BEHI and NBS ratings were based on
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representative sections of each surveyed reach. Data was further
extrapolated based on reach characteristics. Each survey is presented on the
site plan with data and pictures in Attachment 8 (BEHI Maps). BEHI ratings
showed the need for bank stabilization. Monumented cross sections were
also shot with a total station for continual monitoring of stream instability at
specific BEHI and NBS stations. Bank Erosion Pins were driven in banks in
order to monitor long term bank erosion and bank failure lengths were
surveyed with a total station.
Total Annual Erosion Rates were calculated using the EPA Watershed
Assessment of River Stability and Sediment Supply (WARSS) Worksheet 23 at
each cross section having a corresponding BEHI and NBS rating. Utilizing
data from the NC Stream Restoration Institute, we were able to predict an
annual erosion rate per bank (each BEHI location). This was then
extrapolated based upon reach characteristics to yield a total erosion in tons
per year. For example, homogenous reaches with similar incision and failing
banks were grouped into the same reach. Data was also collected on reaches
with less erosion.
Data collected from BEHI and NBS surveys indicate severe entrenchment and
erosion throughout the watershed. Using these data, WNR was able to
predict total annual erosion rates per bank failure and extrapolate this to
show total erosion per year per foot for each reach. The following data
shows predicted erosion rates based on BEHI and NBS ratings:
Table 1
Reach Station Total Erosion Rate
tons/ r/ft Total Erosion
tons/ r
Upper/Middle Harris 0+00-32+00 .002 6.40
Lower Harris 32+00-65+00 .0048 15.84
UT1 0+00-12+33 .007 8.63
UT2 (Upper) 0+00-24+00 .06 144.00
UT2 Lower 24+00-50+00 .0066 17.16
UT3 0+00-17+00 .012 20.40
UT4 0+00-25+19 .011 27.71
UT5 0+00-6+00 .007 4.20
UT6 0+00-12+00 .017 20.40
After analyzing BEHI and NBS data from the entire watershed, stream
reaches were summarized based on their varying degrees of erosion. This
divided the total length of each reach into sections of higher erosion and
sections of lower erosion. The erosion rates and average bank heights of
each of these sub-sections were extrapolated to project estimated erosion
sub-totals for the total reach.
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Calculations for bedload and suspended bed-material load transport (stream
power) were calculated per cross section. Please see the previously
submitted mitigation plan in the IP application. Shear stress and stream
power were calculated and summarized in the design summary presented in
the plan as well. Shear stress was plotted on the modified or revised version
of Shield's Diagram to indicate entrainment. For example, Lower Harris Creek
reveals a shear stress of 1.02lbs/sq.ft. Using a modified or revised version of
Shield's Diagram to predict sheer stress, we can see that an 85-90mm
particle will be entrained. Our largest particle was 95mm. It is important to
note that past field studies have reported transport of larger particles than
Shield's tested at the upper range of shear stress (Rosgen, 2002).
Devin McCarthy Land Development is proposing 2:1 compensatory mitigation
for impacts associated with the Queens Gap development. For 1,381 linear
feet of impact, Devin McCarthy Land Development, LLC will be required to
mitigate for 2,762 linear feet. We are proposing Enhancement Level I and II
throughout the Harris Creek watershed to satisfy the required 2,762 linear
feet. This is summarized in Table 2. There is a surplus of 1,539 linear feet of
enhancement credit being completed with 50' buffers. There is also
additional surplus of 8,864 linear feet of enhancement that will not have full
50' buffers.
Table 2.
Stream Linear Description Mitigation Multiplier * Generated
Feet Type Credit
Upper Harris 415 0+00-4+15 Enhancement 1.0 415
Level I
Lower Harris 353 61+47-65+00 Enhancement 1.5 235
Level I
UTi 1,138 0+00-11+38 Enhancement 1.5 759
Level I
Upper UT2 1,766 0+00-17+66 Enhancement 1.5 1,177
Level I
Lower UT2 576 31+25-37+50 Enhancement 1.5 384
Level I
UT3 1,580 0+00-2+80 Enhancement 2.5 632
4+50-17+50 Level II
UT5 300 0+00-3+00 Enhancement 1.5 200
Level I
UT6 749 0+00-5+90 Enhancement 1.5 499
Level I
6 877 4,301
*Mitigation activity multipliers were based on type and amount of work proposed for each reach. Higher
credit multipliers were given to reaches where dimension and profile were altered throughout. Lower
credit multipliers were given to those reaches with a combination of this and bank stabilization. This is
the case for areas where the banks will be resloped, bankfull benches added, and additional buffer
enhancement.
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There are two sets of full size site plans included as well as full size plans of
the impervious maps. Thank you for your review of this information.
Best regards,
Jennifer L Robertson
Copies To:
Corps - Amanda Jones
US FWS - Bryan Tompkins
NC WRC - Dave McHenry
Queens Gap - Burt Baine
Melrose Design Group - Matt Fusco
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Canton, NC 28716
828-648-8801
828-648-8802 Fax
Attachment 1
Corps Eng Form 4345 and Agent Authorization Form
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-0003
133 CAR 325) Expires December 31, 2004
The Public burden for this collection of information is sestimated to average 10 hours per response, although the majority of applications should require
5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the date needed. and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management and Budget,
Paperwork Reduction Project (0710-00031, Washington, DC 20603. Respondents should be aware that notwithstanding any-other provision of law,
no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB controi
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: River and Harbors Act, Section 10,. 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection , Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state. and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application is" sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
IITEIlAS I THRU 4 TO BE FILLED BY THE COR
1. APPLICATION NO, 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
Irr;=Ivq BELOW TO BE M LED BY APPLIrAAm
5. APPLICANT'S NAME S. AUTHORIZED AGENT'S NAME AND TITLE !an epenr snot reou reds
Mr. Burt Baine Jennifer Robertson, President
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
313 Oak Springs Road PO Box 882
Rutherfordton, NC 28139 Canton, NC 28710'
PHONE NO W/AREA CODE
APPLICANT'S 10. AGENT'S PHONE NOS. W/AREA CODE
-
a. Residence 1-800-388-4640 1 a. Residence 828-648-8801
b. Business i b. Business 828-712-9205
11. STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to
nirnish, upon request, supplemental information in support of this permit application.
See Agent: Authorization
APPLICANT'S SIGNATURE DATE
NAME. LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE iseewwrucriom,
Queens Gap
13. NAME OF WATERBODY. 1F KNOWN n/.,o.w.. A i
Broad River
IS. LOCATION OF PROJECT
Rutherford NC
14. PROJECT STREET ADDRESS !irnpauenioi
winter's Gap Road/ Thertnal City Road
Thermal City, NC r= rQ
!! d Q
COUNTY STATE I MAR 1 r7 f 2008
i
?6. OTHER LOCATION DESCRIPTIONS, iF KNOWN, saeinsvucrlansl
JrNVs ?NAIERGUAUTY
n - iiANQS AND STORMW4TER E
'7. OIRECTICNS TO THE SITE
From Asheville, NC take 1-40 East to exit 35. Turn right on Highway 22= heading South.
After -9 miles, take a right onto Thermal City Road. Continue -- mile to a "fork". Take the
-hL fork and continue on Thermal City Road f= another mile. T'he entrance co the propert<r
will Ce on tae -right.
EN t-ORM 4345, Jw 97 EDITION OF ;ES 94 IS OBSOLETE. (Proponent: CECW-OR)
18. Nature of Activity (Description or project, induce alrtmrweO
The basic project purpose of the proposed development at Queens Gap is to develop a viable,
residential community with a championship golf course amenity in Rutherford County. The
proposed project will feed the demand for residential housing for the growing population of
Rutherford County. All road crossings are necessary to access lots (high ground) for
development purposes. Heavy equipment will be used in construction of roads (see attached
narrative for detail).
19. Project Purpose roasvme the rewson or pwpaae d me proixr, see irtifruci Orel
This project will provide housing oppurtunities and jobs on a local, regional, and national
level (see attached narrative for greater detail).
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
Impacts are necessary for road construction to access lots and for the championship golf
course amenity.
21. 7ype(s) of Material Being Discharged and the Amount of Each Two in Cubic Yards
Total channel impacts with culverts and fill will be If cubic yards.
22. Surface Area in Acres of Wetlands or Other Waters Filled isee;nurucrmns)
Total wetland impacts with culverts and fill will be 0.161 acres. Total open water impacts
will be 0.221 acres.
23. Is Any Portion of the Work Already Complete? Yes No IF YES. DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental fist).
See Attached List
25. List of Other Certifications or ApprovalslDenials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
JSACS NW 29 SAW-2007-3208-381 6/11/07
9
"Would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
appication is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the
duly authorized age of the applicant. y
SIGNAT RE OF APPLICANT DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent 4 the statement in block 11 has neen filled out and signed.
18 U.S.C. Section 1001 provides thar. Whoever, in any manner within the ;urisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
traudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
frauduient statements or entry, snail be fined not more than $10,000 or imprisoned not more than five years or both.
Wetland and Natural Resource
Consultants, Inc.
Department of the Army
Wilmington District, Corps of Engineers
Attn: Ken Jolley, Chief Regulatory Division
PO Box 1890
Wilmington, North Carolina 28402-1890
-and-
NC Division of Water Quality
Attn: Cyndi Karoly
2321 Crabtree Blvd.
Raleigh, North Carolina 27604-2260

I, the current landowner of the property identified below, hereby authorize Wetland and Natural
Resource Consultants, Inc. to act on my behalf as my agent during the processing of permits to
impact Wetlands and Waters of the US that are regulated by the Clean Water Act and the
Rivers and Harbors Act.
Federal and State agents are authorized to be on said property when accompanied by Wetland
and Natural Resource Consultants, Inc. staff.
Wetland and Natural Resource Consultants, Inc. is authorized to provide supplemental
information needed for permit processing at the request of the Corps or DWQ.
Property Owner of Record: q` d nAoA*- -C It Vin
Address: I's 0 01 T
Address:)
Address:
Phone Number: ? -1?a)Ca - 3 z - +
Property Location: a n
Owners Signature:^
Date: aK, " S ? - L?/ 0 -
Canton Office Newton Office
PO Box 882 wnrinc.com PO Box 224
Canton, NC 28716 Newton, NC 28658
828-648-8801 828-465-3035
828-648-8802 Fax [phone] Fax

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Road Crossing Details
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OWNER.
DEN INSHIRE LAND CONIPANS
3i5 OAK SPR LNGS ROAD
P THERFORDTON, N( .328,277-5074
:Melrose Design Group, P.A.
Landscape Architecture
Land Planning
Environmental Design
96 %vhae O? k H-d
Ai?teii, Nnrili C 28704
Vlwiie L8 D`) 684-5135
Fay ,82816,£4-5156
QUEENS
GAP
CROSSING '8'
INDIVIDUAL
STREAM CROSSING
PERMITS
1?SLED.4TE M4RCH6,20Fi
RE%'VSDNS
DESIGNEDBF. •IDB .?HEETMMBER
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LEGEND:
:Jurisdictional
25 ft. Trout NOTES:
I 'CHISPLAN ILLUSTRATES AGENERAL PLAN. WHICHISSUBJEC'I?I?O
CROSSING STATISTICS.
Wetland(s) Buffer FUTURE CHANGE AND REVISION. DIMENSIONS, BOUNDARIES, AND CULVERT' DIAMETER: 36"
J
: Jurisdictional POSITION LOCATIONS ARE FOR ILLUSTRATIVE PURPOSES ONLY AND ARE. PAVEMENT WIDTI l: 18'

Stream(s) : Culvert / Road
:Lot Line NOT INTENDED TO BE EXACT.
SHOULDER WIDTH: 4'
Crossing
STREAM IMPACT: 60'
2+5p 1
0
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PLAN
SCALE: I"= 50'
CROSSING 9

PROFILE
SCALE: HORIZ. F= 50'
VERT. Y'= 10'
11500
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PROPOSED
GRADE
1470
1470

1460 EXISTING 1460
1450 1450
I
1440
1440
1500
-7
DEV'LNSHIRE LAND IONIPANY
3 i5 OAK SPRLNGS ROAD
RUTHERMRDTON, NC'. 8281277 COi4
'.Melrose Design Group, P.A.
Landscape Architecture
Land Planning
Environmental Design
56 wLUe Ouk Road
Arlen. N," , ( eml-a 28704
Vhnue te29i 68+5135
Fay i828)6S4-5156
QUEENS
GAP
CROSSING '9'
INDIVIDUAL
STREAM CROSSING
PERMITS
I. (,EDATE:. MARCH5.2
REVISIONS.
DESIC,KEDDY: J iD13 SHEETRLMER
DRAN60Y. D'JH IP I .9
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LEGEND: : Jurisdictional 25 ft. Trout
Wetland(s) Buffer
:Jurisdictional ;Culvert /Road
Stream(s) ?'? - - - Lot Line
Crossing

0+50 1+5o
0 0 0
0 0 0
O ?- N
ES: CROSSING STATISTICS:
IIS PLAN ILLUSTRATES A GENERAL PLAN, WHICH IS SUBJECT TO
IRE CHANGE AND REVISION. DIMENSIONS, BOUNDARIES, AND CULVERTDIAMETER: 36"
TION LOCATIONS ARE FOR ILLUSTRATIVE PURPOSES ONLY AND ARE. PAVEMENT WIDTH: IS''
INTENDED TO BE EXACT. SHOULDER WIDTH: 4'
STREAM IMPACT 40'
2+50
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SCALE: I "= 50'
PROFILE
SCALE: HORIZ. I"= 50'
VERT. 1" = 10'
1300
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MAR t
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1290 1290
PROPOSED --\

1280
GRADE ,
/1 2

1270 1270

1260 1260

/ EXISTING
GRADE
1250 1250
1240 1240
1300
OWNER.
DEVINSHIRE LAND l OMPANY
315 ()AK SPRLNGS ROAD
RL'THERFORDTON, NC 15281 277-5074
Melrose Design Group, P.A.
Landscape Architeetwe
Land Planning
Environmental Design
56 Wh:t,e Oukliua0
Arlen. Nnnh c-'l-, 28704
Phone [828) 684-5155
1-,[phone]
QUEENS
GAP
CROSSING ' 10'
INDIVIDUAL
STREAM CROSSING
PERMITS
ISSLEDATE:. Nb4RCH6,AXIE
REVISIONS.
DESR;NEDBY: •IH/DR SHEET NCMDER:
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PROPOSED
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1260 1260
LEGEND: NOTES: CROSSING STATISTICS:
Jurisdictional 25 ft. Trout I. THIS PLAN ILLUSTRATES A GENERAL PLAN, WHICH IS SUBJECT TO
Wetland(s) Buffer FUTURE CHANGE AND REVISION. DIMENSIONS, BOUNDARIES, AND CULVERT DIAMETER: 30
POSITION LOCATIONS ARE FOR ILLUSTRATIVE PURPOSES ONLY AND ARE PAVEMENT WIDTH: 18'
Jurisdictional Culvert / Road NOT INTENDED TO BE EXACT. SHOULDER WIDTH. 4'
Stream(s) Crossing ' -:Lot Line
STREAM IMPACT: 2S
PROFILE
SCALE: HORIZ. I" = 50'
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315OAK SPRLNGS ROAD
RUTHERFORDTON, NC 13261277-5074
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Melrose Design Group, P.A.
Landscape Architecture
Land Planning
Environmental Design
56 %"" Oek Rout
A,,1, Nan lh C;sotllr 2ti7:14
Pli Uf2Y) b,34- 5
Fa-v (828) 6F4-5156
QUEENS
GAP
CROSSING 'l I'
INDIVIDUAL
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PERMITS
FSt,EDATE , MARCH C. 20(15
REVGIOpS:
DESIGNEDBY:, JWDB SHEET M.MBER
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NOTES: CROSSING STATISTICS:
LEGEND: Jurisdictional :25 ft. Trout 1. THIS PLAN ILLUS'T'RATES A GENERAL PLAN. WHICH is SUBJECT
Wetland(s) Buffer FUTURE CHANGE AND REVISION. DIMENSIONS, BOUNDARIES, AND CULVERT DIAMETER: 36"
POSITION LOCATIONS ARE FOR ILLUSTRATIVE. PURPOSES ONLY AND ARE PAVEMENT WIDTH: IS'
Jurisdictional Culvert / Road NOT INTENDED TO BE EXACT. SHOULDER WIDTH 4'
Stream(s) Crossing -:Lot Line
STREAM IMPACT: 40'
0
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MAR ' '?
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OWNER:
DEVINSHIRE LAND COMPANY
31.50.4h SPRLNGS ROAD
RUTHERFORDTON, NC [phone]
Melrose Design Group, P.A.
Landscape Architecture
Land Planning
Environmental Design
Raad
56 1Vldle OA
A.d Nnrlh(a-h,,a 2'704
PH„ne 128] X54-5155
F- 1x28) 6,145156
QUEENS
GAP
CROSSING ' 12'
INDIVIDUAL
STREAM CROSSING
PERMITS
ISI.EDATE:. MaA[H 6, 20f6
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Specifications: Placement of culverts and other structures
in waters and streams must be placed below the
elevation of the streambed by one foot for culverts
with a diameter greater than 48 inches, and 20 percent
of the culvert diameter for culverts less than or equal to
48 inches, to allow low flow passage of water and aquatic life.
Any rip rap required for normal pipe burial shall be buried such
that the original stream elevation is restored and maintained.
I-n -n f` I - A -
Longitudinal Profile
CULVERT SHOWING PARTIAL
BURIAL AT INLET AND OUTLET
Not to Scale
Cross Section
1 /2 DIAMETER OF PIPE
OR 12" WHICHEVER IS
GREATER
FILTER FABRIC MV`e

DESIGNED TO HANDLE HIGH WATER
OR FLOOD CONDITIONS.
o y
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COARSE AGGREGATE EARTH FILL COVERED BY
6" DEEP LARGE ANGULAR ROCK
-- 02
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Culvert showing Aquatic Life Passage
Typical
1 WM;t
Wetland and Natural Resource Consultants
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P.O. Box 882 Canton, N.C. 28716
828-648-8801
Not to Scale
DATE: REVISION:
PRELIMINARY PLANS
DO NOT USE FOR RECONSTRUCTION
Attachment 5
Impervious Calculations and Maps
QUEEN'S GAP
WATERSHED IMPERVIOUS
SURFACE
GRINGER BRANCH 5.88%
OLD EY CREEK 4.59%
STONE CREEK 11.5%
CHAULK CREEK 9.87%
MORGAN CREEK 9.10%
STONEY CREEK 10.46%
ROCK CREEK 8.37%
HARRIS ;REEK 8.07%
COBS CREEK 14.0%
LEWISCREEK 5.50%
0?gqgj
MAR 1 7 2aag
-irk
DES ? D S `OR???? 6?e??DH
NFETIAND
Melrose Design Group, P.A.
THIS PLAN ILLUSTRATES A GENERAL PLAN, WHICH IS SUBJECT TO FUTURE CHANGE AND REVISION.
DIMENSIONS, BOUNDARIES, AND POSITION LOCATIONS ARE FOR ILLUSTRATIVE PURPOSES ONLY AND
ARE NOT INTENDED TO BE EXACT. BASE INFORMATION DERIVED FROM ILI- AND COUNTY DATA
AND DOES NOT GUARANTEE ACTUAL FIELD CONDITIONS.
WATERSHED
-DELINIATION MAP
SCALE: I"=800'
FEBRUARY 29, 2008 0 800' 1600•
QUEENS GAP
?roposed Rosa
SSL*qgd Improved Road
Proposed Lob
- c.--ay / Park I Cottages
Proposed Cottages
® ARached Singb Family Xomes

M,hn Design Grouu PA.
E?n.monnutel
THIS PLAN ILLUSTRATES A GENERAL ALAN. WHICH IS S-RIE-TOR-nuRECHANGEAND REVISION.
mENSIONS. BOUNDARIES AND POSITION LOCATIONS ARE FORILLUSTRATNE-POSLSONtTAND
O SE EXACT. BASE INFORMATION OERNFD FROM USGS AND COJI-DATA
ARE 'OT-NDED AND DOES NOT GUARANTEE ACTUAL FIELD CONDFL N S,
CONCEPTUAL
MASTER PLAN
• SCALE: I"=800'
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200 linear feet of channel
wNR 3-10-08
Map:
Golf Impact Map (1)
0 25' S0' 100' 150'
- Name: Queens Gap
{. ?. ; Wetland and Natural Resource Consultants
4`- P.O. Box 882 Canton, N.C. 28716 . Rutherford and McDowell County, North Carolina
828-648-8801 Dent COW:
Devin McCarthy Land Developers, LLC DMLDL-1000
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Map:
JI o zs' so, im. ISO, Prord Golf Impact Map (2)
Name:
Queens Gap
Wetland and Natural Resource Consultants
P.O. Box 882 Canton, N.C. 28716 Rutherford and McDowell County, North Carolina
828-648-8801
Devin McCarthy Land Developers, EC DMLDL-1000

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Queens Gap
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xcabm:
.:= P.O. Box 882 Canton, N.C. 28716 Rutherford and McDowell County, North Carolina
828-648-8801 rft Code: -
Devin McCarthy Land Developers, LLC DMLDL-1000
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Impact #4a and 4b:
4a -0.076 acre wetland
4b - 0.01 acre wetland
i ee 1n=50' wNR 3-10-08
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0 25' 50' 100' 150' Golf Impact Map (4) project Name: Lora
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Wetland and Natural Resource Consultants Queens Gap
P.O. P.O. Box 882 Canton, N.C. 28716 Rutherford and McDowell County, North Carolina
828-648-8801
? • • • ?• r
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Devin McCarthy Land Developers, LLC e. DMLDL-1000
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Impact #5a and 5b:
5a - 0.05 acre open water
5b - 0.01 acre wetland
WNR 3-10-08
? 1 ? Map:
Golf Impact Map (5)
0 25' S0' 100' 150'
__.. ., ro7ect Nan*:
Queens Gap
-•• - Wetland and Natural Resource Consultants
ad on:
P.O. Box 882 Canton, N.C. 28716 Rutherford and McDowell County, North Carolina
828-648-8801
I Devin McCarthy Land Developers, LLC DMLDL-1000

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.3 -•-. - Wetland and Natural Resource Consu
S;• w?v.,-? P.O. BOX 882 Canton, N.C. 2871
828-648-8801
Impact #6:
0.04 acres wetland
Sneet 1"=50' wNR 3-10-08
Map:
Golf Impact Map (6)
0 25' 50' 100' 150' Projed arm:
Itants Queens Gap
anon:
b Rutherford and McDowell County North Carolina

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Devin McCarthy Land Developers, LLC pro, DMLDL-1000
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1154

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Artificial Waterfall
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9
Y 640 linear feet of channel
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1"=50' WNR 3-10-08
Map:
Nv Golf Impact Map (7)
0 25' 50' 100' 150' Profed ate: Queens Gap
.. Wetland and Natural Resource Consultants
P.O. Box 882 Canton, N.C. 28716 xcation: Rutherford and McDowell County, North Carolina
828-648-8801
`''`•` • -fient:
Devin McCarthy Land Developers, LLC DMLDL-1000
1154
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178 -
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MAR 1 7 D \
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Impact #7: - - - -
640 linear feet of channel
1"=60' WNR : 3-10-08
Golf Impact Map (7b)
0 25' 60' 120' 180' 'map:
Project Nam:
Wetland and Natural Resource Consultants Queens Gap
P.O. Box 882 Canton, N.C. 28716 Rutherford and McDowell County, North Carolina
828-648-8801 nt: _
Devin McCarthy Land Developers, LLC DMLDL-1000
Attachment 7
Revised Impact Table
Queens Gap Revised Impact Table
Golf Impacts:
Site # Type Stream Impact Wetland Impact Open Water Impact Stream
(linear feet) (acres) (acres)
1 perennial 200 UT to Harris
2 open water 0.17 UT to Harris
3 linear 0.065 UT to Harris
4a linear 0.076 UT to Harris
4b linear 0.01 UT to Harris
5a open water 0.051 UT to Harris
5b herbaceous 0.01 UT to Harris
6 perennial 0,04 Harris
7 intermittent 64C UT to Harris
total 840 0.201 0.221
Road Crossing Impacts:
Site # Stream Type Stream Impact Existing Impact New Impact Stream
8 perennial 50 0 50 UT to Harris
9 perennial 60 0 60 UT to Harris
10 perennial 40 0 40 UT to Harris
11 perennial 50 25 25 UT to Harris
12 perennial 40 0 40 Harris
13 perennial 40 0 40 Harris
14 perennial 40 0 40 Harris
15 perennial 50 0 50 UT to Harris
16 perennial 50 0 50 UT to Harris
17 perennial 60 0 60 UT to Harris
18 perennial 60 0 60 UT to Harris
19 perennial 50 0 50 UT to Stone
20 perennial 4C 0 40 Harris
21 perennial 0 0 0 UT to Harris
22 perennial 50 0 50 UT to Harris
23 perennial 40 20 20 UT to Morgan
24 perennial 40 20 20 UT to Morgan
25 perennial 60 20 40 Morgan Creek
26 perennial 40 0 40 Rock Creek
27 perennial 45 20 (UG) 25 Rock Creek
28 perennial 50 40 10 UT to Rock
29 perennial 40 0 40 UT to Rock
30 perennial 40 30, G, I J UT to Rock
31 perennial 40, 0 40 UT to Lewis
32 perennial 40 0 40 Lewis Creek
33 perennial 40 0 40 Old Bone
34 perennial 40 0 40 UT to Old Bone
35 perennial 30 15 (UG) 15 UT to Old Bone
36 perennial 40 40 0 UT to Old Bone
total 1265 230 1035
7 3 #?t mpac Indiv:dua 'Permit) = 1875 iinear feet
a .'Ve ar=ia im1nact ;Individual Permit; = 0.201 acre
Total Open Water Impact (Individual Permit) = 0.221 acre
Phase 1 = 146 linear feet and 0.0165 acre wetland
Key:
UG = Underground
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UNDISTURBED 50' BUFFER
# BEHI LOCATION
Queens Gap Mitigation Areas and BEHI Locations I Scale: 1"=450' lwm?
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