20150697 Ver 1_401 Application_20150715

McGill
A S S O C I A T E S
July 7, 2015
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Ave., Room 208
Asheville, NC 28801 -5006
Attn: Tasha Alexander
RE: 6th Street Duplexes
Town of Black Mountain
Buncombe County, NC
Dear Ms. Alexander:
201506
97
Please find enclosed an application for a Nationwide Permit #29 for the referenced
project dated July 7, 2015. John C. Vilas, of McGill Associates, is the authorized agent
for the B -Cubed Group, LLC (client). Enclosed is a check for $240.00 to cover permit
application fees with NCDENR DWR. Please let us know if you have any questions or
comments.
Sincerely,
J C. Vilas
McGill Associates, P.A.
Program Services Manager- Environmental
Cc: Kerry Barretta — B -Cubed Group, LLC
Michael Goforth, P.E. — Project Engineer
Andrea Leslie — Wildlife Resources Commission
NCDENR Central Office — Division of Water Resources
McGill Associates, P.A. Project # 14.05301
E n v i r o n m e n t a l ® P l a n n i n g ® F i n a n c e
A,Ie Gil[ A.csociales. P.A. - 468New Warket Blvd. .Ste. B, Boone, North Carolina 28607
Office: (828) 386 -1920 • Fax- (838) 386 -1933

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A. Applicant Information
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
1. Processing
1 a. Type(s) of approval sought from the
Corps: ®Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ® Yes
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401
because written approval is not required? Certification:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ No
For the record only for Corps Permit:
❑ Yes ® No
❑ Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes ® No
below.
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
2.
Project Information
2a.
Name of project:
6"' Street Duplex
2b.
County:
Buncombe
2c.
Nearest municipality / town:
Black Mountain
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
B -Cubed Group, LLC
3b.
Deed Book and Page No.
4512/0446; 4480/0414
3c.
Responsible Party (for LLC if
Kerry Barretta
applicable):
3d.
Street address:
108 View St., Apt. #2
3e.
City, state, zip:
Black Mountain, NC 28711
3f.
Telephone no.:
(828) 669 -0386
3g.
Fax no.:
3h.
Email address:
❑ Yes ® No
//n�
" C 5 2015
Page 1 of 14
PCN Form —Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ® Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: John C. Vilas
5b. Business name McGill Associates, P.A.
(if applicable):
5c. Street address: 468 New Market Blvd, Suite B
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Boone, NC 28607
(828) 386 -1920
(828) 386 -1923
john.vilas @mcgillengineers.com
Page 2 of 14

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees):
1 c. Property size:
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
2b. Water Quality Classification of nearest receiving water.
2c. River basin: map is available at
http : / /h2o.enr.state.nc.us /admin /maps/
061939608800000 ;061939706700000;
061939803600000 ;061939900600000
Latitude: 35.625503 Longitude: - 82.319228
(DD.DDDDDD) (- DD.DDDDDD)
1.16 acres
Flat Creek
C
French Broad
Page 3 of 14
PCN Form — Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The Proiect Site is approximately 1. 16 acres, created by combinina all or portions of 5 previously existing lots all under
the same ownership. The site is set in a residential area within the town of Black Mountain, access is from 6th Street,
which currentiv dead -ends at the site from both directions. The eastern portion of the site lies within the floodplain of Flat
Creek. Two small streams flow through the site. UT -1 -Flat Creek (also known as Still House Branch) and UT -2 -Flat
Creek. Two areas of wetlands exist on the site. Wetland A is located in the northwest portion of the site and occurs in two
areas (A -1 & A -2) separated by an existing pipe. Wetland A drains to UT -1 -Flat Creek north of 6'h Street and totals
approximately 0.24 acres. Wetland B is located in the eastern portion of the site and is approximatelv 0.35 acres. Wetland
B abuts UT -1 -Flat Creek. See Existina Conditions Map.
In late 2013. the Proiect Site was partially cleared of vegetation, an old house and outbuildings were torn down, and
gradinq work was initiated in preparation for the construction of new residential structures. Sediment and erosion control
measures were installed across the site including two sediment traps that were built in existinq wetlands. Excavated soil
material was also stockpiled in two wetland areas. A qravel construction entrance was installed over the old driveway to
the old house and provides access off Sixth Street. Total existing wetland impacts from unauthorized activities total
approximately 900 square feet (0.02 acres). After completion of the initial gradinq activities, the owners contacted an
environmental consultant on the advice of their engineer. Following this initial consultation the owners stopped all work on
the site and initiated an effort to brinq the site into compliance. These efforts included a wetland delineation /impact
assessment and a site meeting (2 -21 -2014) with the USACE. A wetland delineation /impact assessment report was
submitted to the USACE on 3 -28 -2014. No additional work has occurred on the site since the initial activitv in eariv 2014,
in the interim the owner /Applicant has prepared plans for the development of the site.
The surrounding area is mostly residential with some undeveloped land, the residential properties to the north, south and
west is all single family: to the east is a mobile home park.
3b. List the total estimated acreage of all existing wetlands on the property:
0.59 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
410 lin -ft
3d. Explain the purpose of the proposed project:
The purpose of the proiect is to construct a small residential development.
Page 4 of 14

3e. Describe the overall project in detail, including the type of equipment to be used:
The 6th Street Development Proiect will involve the phased construction of 5 sinale family dwellings on the proiect site, each
dwellina will be served by a separate drivewav from 6th Street. There will be both stream and wetland impacts associated with
lot gradinq and drivewav construction. Currently 61h Street, from the east is oniv 10 feet -wide, this section of road will be
upgraded to meet town road standards and connect to existinq upqraded 6th Street to the west. As part of the upqrade to 6th
Street, two existina stream crossings will be replaced and upgraded. Finallv the proiect will involve the restoration of portions
of the previously disturbed wetlands. Each of these proiect elements will be described in greater detail below.
In late 2013 the owners began preliminary work at the proiect site, initial activities included the demolition of a previously
existina wood frame house and a couple of old out - buildings. Site clearing and gradinq work beqan in January of 2014. Two
sediment traps, silt fence and two stockpiles of soil exist onsite. The owners stopped all work on site after learninq that
permits were required for the on -going work. The owners hired an environmental consultant and arranged for a meetina with
the USACE. Four wetland impacts occurred durinq this initial stage of site preparation, these impact areas are shown on the
attached Wetland Delineation and Existing Conditions Map. The existina impacts are labeled EI -1 to EI -4. The current plan
calls for EI -1 and EI-4 to be restored to previously existing elevations and planted with native wetland vegetation. The
remaining two existing impacts will remain as permanent impacts.
The proposed development will include five 1,420 so. -ft. single family residential units (A -E) on four lots (see Site Plan and
Impact Map). Lots 1. 2 and 4 contain single residential units while Lot 3 contains a duplex. Each unit will be served by an
individual paved drivewav, with access off 61h Street. The drivewav servina unit'E' will have a 25' culvert installed to convev
live flow from a iurisdictional stream (UT -1 -Flat Creek). All four lots will have some wetland impact associated with lot gradinq
and drivewav construction. See the Impact Map and table for details.
6th Street currently is not a through street and is blocked by a metal sate near the northwestern propertv corner, preventing
access between Portmanvilla Road (east) and Montreat Road (west). The western portion of 6'h Street has been upgraded to
meet town standards but from the metal qate east, 6th St. is either unpaved or narrow with poor quality paving barely 10 feet -
wide. The Town of Black Mountain has reached an agreement with the developer to upgrade the eastern portion of 6`h St. in
coniunction with this development. This work will involve fillina a small seep wetland and replacing /lenothenino two existing
iurisdictional stream crossings.
Total permanent stream impacts with the proiect will be 40 linear feet with an additional 30 linear feet of temporary stream
impact for a total of 70 linear feet of stream impact. Total permanent wetland impact will be 0.096 acres, this includes both
new wetland impact and a portion of the previous unauthorized impact from early 2014. Of the 0.03 acres of previous
unauthorized wetland impact, 0.02 acres will be restored (see Wetland Restoration Details). A pipe will be installed under the
drivewav for unit '2' to maintain hvdroloaic connection between two of the oreserved areas of Wetland A. Below Wetland A,
drainaae from Wetland A will be conveved to UT -1 -Flat Creek with 2 -pipes and a grassed swale.
Three wetland areas will be preserved on the Proiect Site. Wetland mitiaation will be completed on two wetland units (see
Wetland Restoration Details). Mitiqation will include removing riprap and silt fence from wetland boundaries and brinaina the
surface elevation back to pre - existing qrade based on surrounding qrade within the impacted wetland units. Stockpiled
wetland soil will be used to fill in the basins. Wetland hvdroloqv has not been affected by pervious gradinq work: hvdroloqv
does not need to be mitiaated. Wetland vegetation was impacted from previous gradinq work; a wetland seed mix and straw
mulch will used to stabilize the restored wetland areas.
Page 5 of 14

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?
Comments: USACE has completed a site visit and verified
® Yes ❑ No ❑ Unknown
iurisdictional waters on the proiect site. The small seep in the
61h St. alignment has not been confirmed but information is
attached.
4b.
If the Corps made the jurisdictional determination, what type
®Preliminary E] Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: McGill Associates, P.A.
Name (if known): John Vilas: Sean Martin
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
February 21, 2014
S.
Project History
5a.
Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b.
If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
While this is not a formally phased oroiect, the owner do not plan to build all the homes at once, the build -out period is
anticipated to be 2 -3 vears.
Page 6 of 14

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non -404, other) (acres)
Temporary (T)
W1 ®P ❑ T
I fill
❑ Yes
® No
® Corps 0.07
® DWQ
W2 ®P ❑ T
fill
❑ Yes
® No
® Corps 0.003
® DWQ
W3 ® P ❑ T
fill
❑ Yes
® No
® Corps 0.023
® DWQ
W4 ❑ P ❑ T
I
❑ Yes
❑ Corps
3a. 3b. 3c.
3d.
❑ No
❑ DWQ
W5 ❑ P ❑ T
Perennial
❑ Yes
❑ Corps
number -
(PER) or
❑ No
❑ DWQ
W6 ❑ P ❑ T
intermittent
❑ Yes
❑ Corps
Temporary (T)
(INT)?
❑ No
❑ DWQ
2g. Total wetland impacts 0.096
2h. Comments: W1 is associated with drivewav installation lot gradinq primarily for Lots 1 & 2. W2 is associated the
improvements to 6th Street. W3 is associated with drivewav and
lot gradinq for
Lot 4.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts)
proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c.
3d.
3e. 3f.
3g.
Stream impact Type of impact Stream name
Perennial
Type of jurisdiction Average
Impact
number -
(PER) or
(Corps - 404, 10 stream
length
Permanent (P) or
intermittent
DWQ — non -404, width
(linear
Temporary (T)
(INT)?
other) (feet)
feet)
S1 ®P ❑ T culvert UT -1 -Flat Ck
® PER
❑ INT
® Corps 8
® DWQ
2
S2 ®P ❑ T culvert UT -1 -Flat Ck
® PER
❑ INT
® Corps 8
® DWQ
27
S3 ®P ❑ T culvert UT -2 -Flat Ck
❑ PER
❑ INT
® Corps 3
® DWQ
11
S4 ❑ P ®T Fill /disturbance UT -1 -Flat Ck
® PER
❑ INT
® Corps 8
® DWQ
10
S5 ❑ P ® T Fill /disturbance UT -1 -Flat Ck
® PER
❑ INT
® Corps 8
® DWQ
10
S6 ❑ P ®T Fill /disturbance UT -2 -Flat Ck
❑ PER
❑ INT
® Corps 3
® DWQ
10
3h. Total stream and tributary impacts
70
3i. Comments: S1 & S4 are associated with improvement to 6'h St., specifically the existing 48 "x25' CMP will be replaced
with
a 48 "x27' HDPE with pre -cast concrete headwall; total permanent stream impact will be 2 linear feet. S2 & S5 are associated
with a new driveway to Lot 4 and proposed 36 "x27' HDPE, total
permanent stream impact 27 linear feet. S3 & S6 are
Page 7 of 14

associated with improvements to 6"' St.. specifically the existino 18 "x20'cmp will be replaced with a 15 "x31' HDPE with total
permanent stream impacts of 11 linear feet. There will be temporary impacts of approximatelv 10 linear feet with each pipe
associated with a temporary diversion and construction.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary (T)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
0. Total open water impacts
4g. Comments
5. Pond or Lake Construction
If pond or ake construction proposed, then complete the chart below.
5a. 5b. (5c. 5d.
Wetland Impacts (acres) Stream Impacts (feet)
Pond ID Proposed use or purpose
number of pond
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Flooded Filled Excavated Flooded Filled Excavated
❑ Yes ❑ No
Page 8 of 14
If yes, permit ID no:
5e.
Upland
(acres)
Flooded

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which
6b
Buffer impact
number —
Permanent (P), or
Temporary (T)
B1 ❑P ❑T
B2 ❑P ❑T
B3 ❑P ❑T
6i. Comments:
protected basin?
6c. 6d.
Reason
for
impact
❑ Catawba ❑ Randleman
6e. 6f. 6g.
Buffer
Stream name mitigation
required?
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
6h. Total buffer impacts
Page 9 of 14
Zone 1 impact Zone 2 impact
(square feet) (square feet)

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The DroDosed units have been Dlaced toward to rear of the lots to reduce wetland impacts on lots 1. 2 and 4. the duplex
units have been located on lot 3 where the old house was. this area contains the least amount of wetlands on the site. A
precast headwall will be used at stream impact S -1 to eliminate the need for extra pipe length.
b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All stream work will be performed in the drv, wetland soils previously stockpiled on site will be used to restore excavated
wetlands to Dre- construction elevations. Standard erosion and sediment control measures will be installed throughout the
site and maintained for the life of the Droiect.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non - riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
4h. Comments:
■�►/m-
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type I Quantity
❑ Yes
linear feet
❑ warm ❑ cool
square feet
acres
acres
acres
❑cold
Page 10 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ❑ No
buffer mitigation? If ves, you will have to fill out this entire form — please
contact the State for more information.
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1
Zone 2
3 (2 for Catawba)
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 11 of 14

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 25%
2b. Does this project require a Stormwater Management Plan? ® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Stormwater compliance was achieved using LID techniaues and strategies
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Town of Black Mountain
Page 12 of 14
PCN Form — Version 1.3 December 10, 2008 Version
® Phase II
3b.
Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
® Yes ❑ No
attached? ADDroved Stormwater Permit from Town of Black Mountain Attached
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 12 of 14
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
® Yes ❑ No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): This proiect is not
currently in violation but four small wetland impacts that occurred durina initial site clearina activities will be permitted after -
the -fact.
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The proiect is within the town of Black Mountain and all buildinas will be connected to Black Mountain municipal water and
sewer
Page 13 of 14
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ®Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
htti)://www.fws.00v/raleiah/si)ecies/cntvlist/buncombe.html
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? I ❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http: / /www. habitat. noaa.aov /protection /efh /efh mapper /i ndex. html.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ® Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina State Historic Preservation Office- http: / /gis.ncdcr.gov /hr)oweb /. Two findinqs: (1) 415' to the south is the
northern edae of the South Montreat Road Historic District, a 1900 -1960 residential neighborhood listed on the National
Register (HP Site ID. BN1796). (2) 520' to the south. at 101 Beech Street is a 1930 House (HPO Site ID. BN3878), which
has 'Surveved Only' status.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA= designated 100 -year floodplain? I ® Yes ❑ No
8b. If yes, explain how project meets,FEMA requirements: There is maooed floodplain on the site but no permanent
development activitv will occur within the maimed floodplain areas. A small oortion of a sediment basin is located within .
the floodplain but this area will be reqraded to match previously existing grades at the beqinnina of the project.
8c. What source(s) did you use to make the floodplain determination?
Flood Risk Information Svstem: htto : / /fris.nc.gov /fris /Index.aspx ?FIPS= 021 &ST =NC &user - General %20Public,
Applicant/Agent's Printed Name pplicant/Agent's Signature Date
(Agent's signatur is valid only if an authorization letter from the applicant
is provided.)
Page 14 of 14

Agent Authorization Form
Project: B -Cubed 6th Street Duplex Proiect
Date: 2 -7 -2014
Property: 6th Street lots
Parcel ID: Buncombe Countv #'s:
PIN: 619 -39- 6088 -000_ DB/P: 4480/414
PIN: 619 -39 -7067 -000, DB/P: 4512/446
PIN: 619 -39- 8036 -000. DB/P: 4512/446
PIN: 619 -39 -9006 -000, DB/P: 4512/446
Street Address: 6th Street. Black Mountain. NC
Owner: B -Cubed GroUD. LLC.
Represented By: Kerry Barretta
Address: 108 View St.. Ant. 2. Black Mtn.. NC 28711
Phone: 828 - 669 -0386
The undersigned, registered property owners of the above noted property, do hereby
authorize Mr. John C. Vilas of ENV -ECS. Inc. 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.
I hereby certify the above information submitted in this application is true and accurate to
the best of my Knowledge.
Author ed gnature
Kerry S Barretta
Printed Name
2/8/14
Date

Try
TOWN OF BLACK MOUNTAIN
Building, Planning & Zoning
160 Midland Avenue Black Mountain, North Carolina, 28711
Phone: 828 - 419 -9300 Fax: [phone] ♦ TDD 800- 735 -2962
Date Issued:
Application Date:
Contact:
Project:
Reviewer:
Permit #: ) &Y, 2
STORMWATER PERMIT
May 26, 2015
March 31, 2015
Michael R. Goforth
High Country Engineering, PC
6 Alclare Drive
Asheville, NC 28804
61' Street Development
Daniel Cordell
Permit Comments: Stormwater documented plan is approved as amended
1. Any changes in the submitted stormwater plan must be pre -
approved by the Storm Water Administrator
2. All Federal, State and Local regulations shall be considered as
part of the specifications for this project, and take preference over anything shown,
described or implied where variances occur.
3. Compliance with the operation and maintenance agreement of section# 8.2.17 required
�r
Daniel I. Cordell

A" Town of Black Mountain Planning and Development Services
APPLICATION FOR STORMWATER PERMIT
Financial Responsibility / Ownership Form
PE& IIT #:
INSTRUCTIONS: All sections must be completed. Please (?o Residential
type or print information. Section 4 must be completed to the
presence of a Notary Public Application must be completed �) Commercial
before a building or grading permit is processed. O Flood Zone
Elevation:
Rec. Date:
Section l:
Owner Name: /3 Cvpc„t? G /.. "o iLG Owner Phone #: - 03$4,
Owner Address: 105 0 S41', f 0?-
Project Address: G t� 5� /«f PIN #: i 9- 3S -RO�G. Orr /S - 3C) _ 747`g
Total Acreage of Site: [ iL S
Total Area Disturbed or Impervious Surface Added :, .,4Zi q r: o -Lb e,wL�,',x„) DL)�1 3y -ew38
Amount of fee enclosed:
Section 2:
Will this project be utilizing Low Impact Development Techniques? -X Yes _ No
Description of Stormwater Management /Practice (briefly describe and /or attach plan)::
C. L� (0-l' ,...; t/l �/1.,... A. ,•- „`+.lf•..�. �.�/ S�v,.Jy �A,, :, /f� "Ar * -Vl ' -7 S f � ,• f
Section 3:
The undersigned states that he /she is the applicant/developer and/or property owner and is financially responsible for
installation, operation and maintenance of the stormwater controls until ownership is conveyed and acknowledges
requirements of the Town Phase If Stormwater Ordinance as well as the penalties and resources available to the
Town in the event of vi t' of the Or ' a e.
Signature:
Secgon 4:
Name: Jex-sr 4ex E 'it.Pta' Date: Mare.h 31,2015
Title: No44%rc4 Pwo%►G
Signature: r6 C. 4'.0 "
,
I, eJne+►Qt T0+0n , a Notary Public for the County of Buncombe, State of North Carolina, do hereby
certify that -&CEM S 1'�r+e &4ka personally appeared before me this day and acknowledged the due
execution of the foregoing instrument.
Witness my hand and seal, this the _ day of tY 4rCh 2015 .
',Votary Signature
My Commission E es pmbpt� �8 �ZDI L
JENNIFER E. TIPTON
Notary Public
North Carolina
Buncombe County

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B Cubed Group, LLC @Mc G 11 111 LOCATION MAP July 2014
PCN APPLICATION 6th St. Duplex
A S S O C I A T E S
BUNCOMBE COUNTY, NORTH CAROLINA ENVIRONMENTAL SERVICES

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PROPCARD
PROPERTY CARD
PINNUM
061939608800000
OWNER
B CUBED GROUP LI
CONDOBUILDING
4512
DEEDBOOK
4480
DEEDPAGE
0414
PLATBOOK
0133
PLATPAGE
0069
SURNAME
R CUBED
SUBLOT
2
SUBBLOCK
3
SUBSECT
00111
HOUSENUMBER
99999
NUMBERSUfFIX
DIRECTION
PORTMAN VILLA
STREETNAME
SIXTH
STREETTYPE
ST
ACREAGE
0.26
ACCOUNTNUMBER
008197031
DEEDDATE
20071024
CITY
CBM
FIREDISTRICT
SCHOOLOISTRICT
CRA
AUTHORITY
CPA
CAREOF
108 VIEW ST APT 2
ADDRESS
1C8 VIED! ST APT 2
CITYNAME
BLACK MTN
STATE
NC
ZIPCODE
28711
CLASS
311
TOTALMARKETVALUE
57300
APPRAISEDVALUE
57300
TAXVALUE
57300
LANDUSE
LANDVALUE
NEIGHSORHOODCODE TEME
LANDVALUE
5730D
BUILDINGVALLIE
0
IMPROVEMENTVALUE
0
APPRAISALAREA
4
PROPCARD
rn 1— T —.
PINNUM
061939706700000
OWNER
B CUBED GROUP LLC
CONDOBUILDING
,
DEEOSOOK
4512
DEEDPAGE
0,146
PLATSOOK
0154 1
PLATPAGE
0106
PRA,
SUBNAME
SF DOUGHERTY HEIRS
SUBLOT
13
SUBBLOCK
3
SUBSECT
3
HOUSENUMBER
00111
NUMBERSU"IX
99999
DIRECTION
STREETNAME
PORTMAN VILLA
STREETTYPE
RD
ACREAGE
0.24
ACCOUNTNUMBER
008197031
DEEDDATE
20080115
CITY
CBM
FIREDISTRICT
CBM
SCHOOLDISTRICT
AUTHORITY
CRA
CAREOF
CRA
ADDRESS
108 VIEW ST APT 2
CITYNAME
BLACK MTN
STATE
NC
ZIPCODE
28711
CLASS
12
TOTALMARKETVALUE
124900
APPRAISEDVALUE
124900
TAXVALUE
124900
LANDUSE
39500
NEIGHBORHOODCODE TSME
LANDVALUE
56700
BUILDINGVALUE
68200
IMPROVEMENTVALUE
0
APPRAISALAREA
4
N
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5 F DOUGHERTY HEIRS
PROP
PINNUM
061939803600000
OWNER
B CUBED GROUP LLC
CONDOBUILDING
6 CUBED GROUP LLC
DEEDBOOK
4512
DEEDPAGE
0446
PLATBOOK
015=
PLATPAGE
0106
SURNAME
S F DOUGHERTY HEIRS PR(
SUBLOT
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SUBBLOCK
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SUBSECT
3
HOUSENUMBER
99999
NUMBERSUFFTY.
99999
DIRECTION
STREETNAME
SIXTH
STREETTYPE
ST
ACREAGE
0.23
ACCOUNTNUMBER
008197031
DEEDDATE
20000115
CITY
CBM
FIREDISTRICT
CBM
SCHOOLDISTRICt
AUTHORITY
CRA
CAREOF
CRA
ADDRESS
108 VIEW ST APT 2
CITYNAME
BLACK MTN
STATE
NC
ZIPCODE
28711
CLASS
i1
TOTALMARKETVALUE
56400
APPRAISEDVALUE
56400
TAXVALUE
5640C
LANDUSE
39500
NEIGHBORHOODCOOETSME
LANDVALUE
56400
BUILOINGVALUE
C
IMPROVEMENTVALUE
0
APPRAISALAREA
4
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PINNUM
061939900600000
OWNER
6 CUBED GROUP LLC
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4512
DEEDPAGE
0446
PLATBOOK
0154
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0106
SUBNAME
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17
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3
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HDUSENUMBER
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NUMBERSUFFIX
DIRECTION
STREETNAME
SIXTH
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ST
ACREAGE
0.23
ACCOUNTNUMBER
008197031
DEEDDATE
200801_5
CITY
CBM
FIREOISTRICT
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AUTHORITY
CRA
CAREOF
ADDRESS
108 VIEW ST APT 2
CITYNAME
BLACK MTN
STATE
NC
ZIPCODE
28711
CLASS
311
TOTALMARKETVALUE
39500
APPRAISEDVALUE
39500
TAXVALUE
39500
LANDUSE
NEIGHBORHOODCODE TBME
LANDVALUE
39500
BUILDINGVALUE
0
IMPROVEMENTVALUE
0
APPRAISALAPEA
-
B Cubed Group, LLC PCN APPLICATION T July 2014 6th St. Duplex McGM
BUNCOMBE COUNTY, NORTH CAROLINA ENVIRONMENTAL SERVICES E
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Map
Map Unit Name
Acres Percent
Unit
in of AOI
symbol
AOI
IoA
Iotla loam, 0 to 2 percent
0.6
slopes, occasionally flooded
StB
Statler loam, 1 to 5 percent
1.2 35.4 :•b
N
slopes, rarely flooded
UhE
Udorthents -Urban land
0.0 1.1%
W_ E
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slopes
s
UrB
Unison -Urban land complex,
0.2 5.5%
2 to 8 percent slopes
UrC
Unison -Urban land complex,
1.4 40.5 1,b
8 to 15 percent slopes
Source: USDA, NRCS -Web Soil Survey
Totals for
Area of Interest
3.4 100.0%
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w7LAAO uwr A• LIEF mar I IIE7LAA17 tAVr LAC U" I WETLAND NOTES
LAC UMIN SISAMW I tAE tEAC AEAMW I
LI R7.20 4W"Pif I Lit 2240 12ii I 7.) 7WE BE7LAND AREAS 94Ow AERELW NEW MARKED BY O7WDPS ANO
L2 1412 I L12 14 07 1 RMirr 7WE LOCH MW AS luarD aV 7NE 97E.
LJ M50 I LIJ 1477 z) 1W 10' &On-RS grow WREON ARE BASED av WE rnvme cr
L4 4444 I LI4 /4u Dx aV W N AS LOFT 7ED.
L5 145151 I L15 131?
L7 i�1J I Ll7 51417
LE 17.17 1 L11 ISJ4
LIP X" 1 Lit 61.61 1
L10 2A 41 I L?0 I'KM d
L21 M45 L�ERAW rAaZ 122 al 71 LN � W5 Z 4 � L21 P4.41
WETLAND UNIT "A 2" _
/ti SIXTH STREET �1_148"x MP
EXISTING DlRr �` • j
WETLAND
IMP T -7 12'k181L7NP
\ Iv86V4 44 "w
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FLAT- AWK /5I PAGE OV
EXISTING WETLANDS
WETLAND UNIT A- 1'-10,233 SQUAREFEET,
0.23 ACRES
WETLAND UNIT 'A 2 ": 130 SQUARE FEET,
0.003 ACRES
WETLAND UNTT 'B':• 15,128 SQUAREFEET,
0.35 ACRES
Total Existing Wetlands= 25,491 s. f.
0.59 -ac.
P RrL' LYrLE N/i=
�
'li C ZAN, PAEE n Z.Y.ILV2Y R A3L ADD WM,
AWY AEU
a, aaK 1 LL`s AWK 2519, PAGE AW
27< 154, PAGE !A( PIJ AiCJ- Ai -�7i
LOr N, AL6r4K 1
0)) f�j FLAr Axis )51, PAS# A6v
I
�t
EXISTING TRIBUTARIES
UT-I FLAT CREEK- 290 LINEAR FEET
PERENNIAL
UT-2 FLAT CREEK: 120 LINEAR FEET
INTERMITTENT
Total Existing Tributaries = 4101.f.
N/t
AVVE AYULETr
L� A"VK 4/7 PAS N
L!!r 2/, Asrc 2
FLAT_ A%YW X4 PAEf
E67WE l`L.E Oaf PWf 21
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PW Ali$- a6 -7D45
LOr 0,, Al 1
FLAT AwK /51, PAGE 010
sV001
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p Delineation map is intended to be
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NC3'5Vo Oo "W — SEAL tw s7Aly
SCALE:
PROJECT:
1: 60Scole ASSOCIATES G1m hicScale(FW) ENVIRONMENTAL• PLANNING- FINANCE 07 -0206
0 10 486 NEW MARKET BLVD. STP 8 BOOMS, NC 28504 PH. (823)M44M BEET:
1 OF 1
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Delineation and
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Existing Conditions
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Map
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Map Created:
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July 23, 2014
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>^
July 6, 2015
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6th street
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NC3'5Vo Oo "W — SEAL tw s7Aly
SCALE:
PROJECT:
1: 60Scole ASSOCIATES G1m hicScale(FW) ENVIRONMENTAL• PLANNING- FINANCE 07 -0206
0 10 486 NEW MARKET BLVD. STP 8 BOOMS, NC 28504 PH. (823)M44M BEET:
1 OF 1

NC DWQ Stream Identification Form Version 4.11
Date (0/ j i l lq Projecti'Site: (]J_,c U6e (4 Latitude:
Evaluator. S M l County: %L-A c vM4e II8 Longitude:
Total Points: I Stream Determination (clWe o Other 1 I " \ Fka+ Cfee
Stream is at least intermittent 31 If Ephemeral IMernittent a vial e.g. Quad Name:
if z 19 or perennial if a 30'
A. Geomorphology (Subtotal= ��_ )
Absent
Weak
Moderate
Strong
1 a. Continuity of channel bed and bank
0
1
I 2
(3)
2. Sinuosity of channel along thalweg
0
1
i Q)
3
3. In- channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
I 0
1
I
3
4. Particle size of stream substrate
0
1
n 1
3
5. Active/relict floodplain
0
l i)
2
3
6. Depositional bars or benches
0
0"\
1 2
3
7. Recent alluvial deposits
0
{1
2
3
8. Headcuts
(p
1
2
3
9. Grade control
I `�
0.5
(1)
1.5
10. Natural valley
0
�, 0.5
( 1 )
1.5
11. Second or greater order channel
No 0 �
i Yes = 3
a
artfiaal ditches are not rated, see u scusstons in manual
B. Hydrology (Subtotal
0
12. Presence of Baseflow
I 0 1
13. Iron oxidizing bacteria
r d- 1
14. Leaf litter
1 U 1
15. Sediment on plants or debris
0
16- Organic debris lines or piles
0
17. Soil -based evidence of high water table?
I No = 0
C. Biology (Subtotal = '3.s )
0
18. Fibrous roots in streambed
0
19. Rooted upland plants in streambed
3
20. Macrobenthos (note diversity and abundance)
0_
21. Aquatic Mollusks
0
f 22. Fish
I T
23. Crayfish
Lo
24. Amphibians
I 0
25. Algae
26. Wetland plants in streambed
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Sketch:
2 O
2 3
0.5 0
1 1.5
1 f_ : 1.5
Ye(= 3 �
2 1
0
2 1
0
1 ( 27)
3
1 2
3
0.5 1
1.5
0.5_ 1
1.5
(0.5) 1 (
1.5
0.5 1
1.5
FACW = 0.75; OBL = 1.5 Other €01

NC DWQ Stream Identification Form Version 4.11
Date: (o /x /I -, Project/site: �J Lcn�j2� I Latitude:
Evaluator. S% jq County: j 6 u +l C o Mb e Longitude:
Total Points: Stream Dete (circle one) Other LAT-
Stream is at least intermittent 20 Ephemeral ennitt Perennial e.g. Quad Name: ek
if > 19 or perennial if z 30'
A. Geomorphology (Subtotal = 1 • 1
I Absent
Weak
1 a Continuity of channel bed and bank
+ 0
1
2. Sinuosity of channel along thalweg
p
(1
3. In- channel structure: ex. riffle -pool, step -pool,
0
1 I
ripple -pool sequence
I o�
�J
4. Particle size of stream substrate
0
1
5. Activelrelict floodplain
(,0-)
1 1
6. Depositional bars or benches
I (-b)
I 1
7. Recent alluvial deposits
1 p
1 1'
1 8. Headcuts
Kp
1
9. Grade control
0
1 0.5
1 10. Natural valley
l 0
1
11. Second or greater order channel
No
a artificial ditches are not rated; see discussions in manual
7-S
B. Hydrology (Subtotal = )
12. Presence of Baseflow
I 0
1
13. Iron oxidizing bacteria
p
1
14. Leaf litter
15. Sediment on plants or debris
( 0
16. Organic debris lines or piles
j 0
1 (01
17. Soil -based evidence of high water table?
No = 0
C. Bioloqy (Subtotal= )
18. Fibrous roots in streambed
1 19. Rooted upland plants in streambed
20. Macrobenthos (note diversity and abundance)
0
21. Aquatic Mollusks
22. Fish
1 I
1 23. Crayfish
I o�
24. Amphibians
0 1
25. Algae
I 0
26. Wetland plants in streambed
1 'perennial streams may also be identified using other methods_ Seep. 35 of manual.
1 Notes:
Sketch:
Moderate
(2)
2
2
2
2
2
2
2
n
T
Yes = 3
Strong
3
3
3
3
3
3
3
3
1.5
1.5
© 3
2 3
0.5 0
1 1.5
1 _ 1.5
Yes 3'
2 1
2 1
CID 2
1 1 2
0.5 1 1
0.5 I 1
( 0.a I 1
I 1 J
FACW = 0.75; OBL = 1.5 OtherE70'
0
0
3
3
1.5
1.5
1.5
1.5

UMIT OF
5WC
�i
UNIT 1
STORY HOUSE
FFE: 496.3'
LOT 1
1
S -4
CN
W
IMIT OF DISTURBANCU �_ {�
.�� X fn v
S - -1 -
\ \ io J
I
I
I
I
I
I
I
I
I
I
I
I
I
UNIT 2
—STORY HOUSE
I FFE: 490.3'
I
I
I
WETLAND j
UNIT -At T01
REMAIN
I
I
I
I
I
I
z
I
LOT 2
I
I I
I I
I I I
I I
I I
I I
I �
I I
I I
I
STRE"LWACTS - --
-0
L
f
O
S -3
y -LIMIT OF I - - - -- �-.-. _ -• - -- .. `- C _
I DISTURB DICE I
XISTI ILA
SWALE
UM WETND '•ti��
MPACT EI -2 N TO BE
�RESTORED
a .� � � AFFROX,AfiAE
I
fib ZG?E
i
0 ` -iIMIT OF I IITy`� /�), ll,�` •I/R/
\} DISTURBANCE I � _ ^ I
L I
7O `UNIT -B TO
REMAIN
4 i i
—EXISTING WETLAND
IMPACT MPACT E I-3 TO BE Q
RESTORED
1
I � Q
UNIT 3A UNIT 36
12 —STORY HOUSE —STORY HOUSE
FFE: 484.0' FFE: 484.0'
I
1
WETLAND
LOT 3 A'
n6
I UNIT -B TO ^
I LOT 4 REMAIN
I
+ I
I I r
UNIT 4 j
I 2 —STORY HOUSE
FFE: 480.2'
I EXISTING WETLAND
I IMPACT EI -5 TO BE QI
I
Excavation for erosron
S-6: 10 if Temporary (pump around) control sediment basis.
Total Stream Impacts: 701f Total Existiag
Total Permanent Stream Impacts. 401f Wetland Impacts = 1,122 sf
Total Temporary Stream Impacts: 30 1f 0.03 -ac.
I
WETLAND IMPACTS
W -1: 3 047sfI0.07 -ac.
(Includes Portions of Weiland Unit -A 1,
all ofEI - -I and Non Restored Portion ofEI - -3)
W-2: 130 sf /0.003 -ac.
(Entire Wetland Unit -A2)
W-3: 1,010 sf/ 0.023 -ac.
(Includes Portions of Wetland Unit -B and
all ofE7 -4)
Total Wetland Impacts: 4,187 sf/ 0.096 -ac.
RESTORED
I
I MIT OF DISTURBANCE
I
I
Disclaimer.- Basemap produced by
Sanders Surveying & Mopping and
High Country Engineering, P.C.
McGill Associates, P.A. has added site
imapcts based on proposed disturbed 8
limits.
Scale is opproximote.
I"=30' s
3
0 15 30
i �Y a4 i
i
uo�;
v/ O
L9
U
O Q O
W
A U
�A
W� OP4
�z
U
O �
EXISTING WETLAND IMPACTS
Pr°peAy Line-
S -1 :21f Permanent
-
(New 48 "x 27RDPE to Replace 48 "x 25' CMP
EI -1: 222 sf
Filling along shoulder of6th St
WETLAND AREAS TO BE RESTORED
;nth Precast Concrete Headwall)
EI -2.• 330 sf
EI -?: 330 st'
.S 2 : 271f Permanent
Excavation for erasion
Wetland Unit -A /
(New 36 "x 27'RDPE)
control sediment basin.
E! -J: ZSsI-
S'-3 : l i if Permanent
ET3: 135 sf
Wetland Unit-8
(New IS "x 31 'IIDPE to Replace 18 "x 20' CALF)
Filling with spoil material
E / -S.• 350 sf
5-4.. 10 If Temporary (pump around)
EI-4: 85 sf
Wetland Unit -B
Filling with spoil material.
S-5., 101f Temporary (pump around)
EI -S.• 350 sf
Total Wetlands to be Restored= 705 sf
0.02 -ar_•.
Excavation for erosron
S-6: 10 if Temporary (pump around) control sediment basis.
Total Stream Impacts: 701f Total Existiag
Total Permanent Stream Impacts. 401f Wetland Impacts = 1,122 sf
Total Temporary Stream Impacts: 30 1f 0.03 -ac.
I
WETLAND IMPACTS
W -1: 3 047sfI0.07 -ac.
(Includes Portions of Weiland Unit -A 1,
all ofEI - -I and Non Restored Portion ofEI - -3)
W-2: 130 sf /0.003 -ac.
(Entire Wetland Unit -A2)
W-3: 1,010 sf/ 0.023 -ac.
(Includes Portions of Wetland Unit -B and
all ofE7 -4)
Total Wetland Impacts: 4,187 sf/ 0.096 -ac.
RESTORED
I
I MIT OF DISTURBANCE
I
I
Disclaimer.- Basemap produced by
Sanders Surveying & Mopping and
High Country Engineering, P.C.
McGill Associates, P.A. has added site
imapcts based on proposed disturbed 8
limits.
Scale is opproximote.
I"=30' s
3
0 15 30
i �Y a4 i
i
uo�;
v/ O
L9
U
O Q O
W
A U
�A
W� OP4
�z
U
O �

B -Cubed Group, LLC
6th Street Development
Impact Table
July 7, 2015
Stream Impacts
Type
Perm/Temp Total (If) Notes
IS -1
Culvert
Perm 2 New 48 "x27' HDPE to replace existing 48 "x25' CMP
IS -2
Culvert
Perm 27 New 36 "x27' HDPE
IS -3
Culvert
Perm 11 New 15 "x31' HDPE to replace existing 18 "x20' CMP
IS -4
Fill
Temp 10 pump around
IS -5
Fill
Temp 10 pump around
IS -6
Fill
Temp 10 pump around
70 Total (If)
40 Total Permanent Impacts
30 Total temporary Impacts
Existing Wetland Impacts
Type
Total (so
EI -1
Fill
222
EI -2
Excavation
330
J EI -3
Fill
135
EI-4
Fill
85
JEI -5
Excavation
350
1122 Total (so
0 03 Total (ac)
Wetlands Areas to be Restored Activity Total (so
EI -2 Refill 330
EI -3 Grade - remove 25
I EI -5 Refill 350
705 Total (so
0 02 Total (ac)
lWetland Impacts Type Total (so Notes
To include portions of Wetland Unit -A1, all of EI -1, and
W -1 Fill 3047 portions of EI -3
W -2 Fill 130 Entire Wetland Unit -A2 boundary
JW -3 Fill 1010 To include portions of Wetland Unit -B and all of EI-4
4187 Total (so
0 096 Total (ac)

APPROVED
DEWA TERING
DEVICE ,- DISCHARGE HOSE
FLOW
PUMPS SHALL DISCHARGE
ONTO A STABLE VELOCITY
DISSIPA TOR MADE OF RIP
RAP OR SANDBAGS
SECTION A -A
IMPERVfOUS SHEETING
WORK AREA
CROSS SECTION OF SANDBAG DIKE
-- DEWATERING PUMP
CLEAN WATER DIKE
INTAKE HOSE
SEDIMENT DIKE
WORKAREA
LENGTH MDT TO EXCEED THAT WHICH
CAN BE COMPLETED IN ONE DAY
PLAN VIEW
FLOW
T^ 0
Vl P
W U
Source: High Country Engineering, PC �~
Asheville, NC �' wz
to
C7
U
Uzz
z
z
0
C) m
STREAM DIVERSION m
PUMPS ►� y
INTAKE HOSE F p
z>
F
�7
za
o<
SUMP -HOLE OR POOL z
(92' TO 18- DEEP, 2'0) W
FLOW
BASE FLOW* 1 FOOT INSPECTION
(2 FEET MIN.; INSPECT DAIL Y DURING PUMP AROUND OPERATIONS.
INSPECT STABLE OUTLET AND ENSURE STREAM BANK IS NOT ERODING.
MONITOR THE CREEK WATER LEVEL UPSTREAM TO ENSURE PUMP IS ADEQUATELY SIZED AND WATER DOES NOT FLOW
OVER COFFER DAM
MONITOR THE WEATHER FORECAST AND ANTICIPATE INCREASES IN STREAM WATER LEVELS.
MAINTENANCE
ADJUST OUTLET STABILIZATION IF BANK EROSION IS NOTICED
ADJUST PUMP CAPACITY AS NEEDED TO HANDLE STREAM WATER VOLUME.
FIX LEAKS OR OTHERWISE STABILIZE DIKES IF WATER IS BACK FLOWING INTO WORK AREA.
RS �'
� � O
a3ti
aA
X
DEFINITION
A PUMP AROUND IS UTILIZED AS A METHOD OF DIVERSION FOR AN EXISTING STREAM WATER.
0.
C) E
PURPOSE
I ;
TO ISOLATE THE JURISDICTIONAL WATER FROM THE WORK AREA.
F tY
U
v
INSTALLATION
PLACE WATERTIGHT DIKES IN THE WATERWAY UPSTREAM AND DOWNSTREAM OF THE WORK AREA.
W
W
PUMP WATER FROM THE UPSTREAM SIDE, AROUND THE WORK AREA, AND OUTLET ON A STABLE OUTLET (USUALL Y RfPRAP)
". 0
ON THE BANKS OF THE WA TERWAY DOWNSTREAM OF THE DOWNSTREAM DIKE.
C)
PUMP SHOULD BE SIZED TO ENSURE WATER DOES NOT OVERTOP THE COFFER DAM AND ALLOW WATER INTO THE WORK
�p
Z
AREA.
3
STREAM WATER SHOULD NOT BE ALLOWED TO FLOW THROUGH WORK AREA UNTIL THE AREA IS COMPLETELY STABL E.
WHICH INCLUDES THE FINAL SHAPING OF THE DISTURBED STREAM BANKS AND STABILIZATION OF THOSE BANKS WITH
O
RIPRAP, EROSION CONTROL BLANKETS, ETC
BASE FLOW* 1 FOOT INSPECTION
(2 FEET MIN.; INSPECT DAIL Y DURING PUMP AROUND OPERATIONS.
INSPECT STABLE OUTLET AND ENSURE STREAM BANK IS NOT ERODING.
MONITOR THE CREEK WATER LEVEL UPSTREAM TO ENSURE PUMP IS ADEQUATELY SIZED AND WATER DOES NOT FLOW
OVER COFFER DAM
MONITOR THE WEATHER FORECAST AND ANTICIPATE INCREASES IN STREAM WATER LEVELS.
MAINTENANCE
ADJUST OUTLET STABILIZATION IF BANK EROSION IS NOTICED
ADJUST PUMP CAPACITY AS NEEDED TO HANDLE STREAM WATER VOLUME.
FIX LEAKS OR OTHERWISE STABILIZE DIKES IF WATER IS BACK FLOWING INTO WORK AREA.
RS �'
� � O
a3ti
aA

O
:u
A
O
T
O O
`J
00
O
0
O
N
O
N
A
O
W
O A ON O
m
N
O O �
W O
i tTl
I.�
a
O
X
A�
CD
G
A�
R.
A
07
0
c
a
w
E
EXISTING CONDITIONS
CROSS - SECTION VIEW B -CUBED GROUP, LLC
EXISTING WETLAND IMPACTS 6TH STREET DUPLEX McGill
EI -2 AND EI -3 A S S O C I A T E S
BUNCOMBE COUNTY, NORTH CAROLINA ENVIRONMENTAL •PLANNING•FINANCE
JUNE 15, 2015 46% NEW MARKET BLVD. STE. R BOONE, NC 28!07 PH: [phone]

Wetland Restoration Notes
1) De -water basins (see Typical De-
watering Detail)
2) Remove berms, fill basin to match
surrounding elevations - use
stockpiled wetland soils to fill basins.
3) Seed all disturbed areas with native
wetland seed mix (Ernst Seed
Company: ERNMX -305, NC
Mountains FACW Mix) or similar.
Cover with straw mulch.
Elev.ft.
2411
2410,%
2409
2408
2407
2406
2405
2404
2403
0
20
40
60
Station ft.
80
Soil Pile to Re- Establish
iously Existing Surface
Elevation, Approx.
100
120
u
z A
� z ,�
��I w z
OVWFG+. a
Qz$
'Z z
z z
U¢
a
�z
LU s
Qz
z3
W
O
`--a ►Wa U
O
z
Co�7 W
A
a� o
w
U�
pq �0 0
m
Cn
H
U
M
z °z w N
x 3N w
o vw
w F-
x
X
w

EXISTING CONDITIONS
CROSS - SECTION VIEW
EXISTING WETLAND IMPACT EI -5
JUNE 15, 2015
(n
m
O
r
N
C)
•t
(9
N
7C
O
N
O
W
O
O
U ~
O U
W � �
fD
O N �
1�:p
T
l9
A
(D
C
W
n
fD
Cr7
fD N
O
I � w
Cn
O s
dR
O I S
I
O
•
B -CUBED GROUP, LLC
6TH STREET DEVELOPMENT M c G I I
BUNCOMBE COUNTY, NORTH CAROLINA A S S L I A T E S
ENVIRONMENTAL L •PLANNING• FINANCE
468 NEWMARKET BLVD. STE. B BOONE, NC 28(07 PN: (828) 386 -1920
/\
i
.a
n
O
X
LV
CD
CD
A�
d
C
CO
O
C
a
A�
�s

Silt Fence Restore Previously Existing
Elev.ft. % Surface Elevation, Approx.
2402 1 Y T — -
2400 20A
2398
2396 Refill Sediment Basin
with Wetla�d Soil
2394 '
2392 Limits of G�ading
2390
30 40 50
Station ft.
60 70
Wetland Restoration Notes
1) De -water basins (see Typical De-
watering Detail)
2) Remove berms, fill basin to match
surrounding elevations - use
stockpiled wetland soils to fill basins.
3) Seed all disturbed areas with native
wetland seed mix (Ernst Seed
Company: ERNMX -305, NC
Mountains FACW Mix) or similar.
Cover with straw mulch.
LW o
U &
Q
az �
z
-r z z
Uag
a m
,- m
Q y
z�
Q�
z
a�
w
H
U W O
x
a0 x
�w x
> °z
AA z
0
U
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Uk- �
pq o
m
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Q Q N
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0 3
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w

WETLAAID TIELINE TABLE
LINEil,
BEARING
N25'00'1 9 "onE
55920'56"W
'J 21-
S29 *38'14 "E
506*14'10'II �-
S08,00 �?8 "w
N58 VIII 78'11 "W
N1871'07"W
-528*J959"W
II
IV6J 2429 "W
N29 -44'16 -E
WETLAAID TIELINE TABLE
LINEil,
BEARING
N25'00'1 9 "onE
55920'56"W
'J 21-
�00
��t v"v
'00�- !
161� 1
N11F
UILJ, p f L YT -LE
T;ffF
FIN
r-1'AF 65ag� 154, PAC-;ff la,��
EXISTTN(7 WETLANDS
WETLAND UNITA-Iff- 1011233SQUAREFEET,
0.23 A CRES
WETLAND UNIT fA-2ff- 130SQUAREFEET,
0. 003 A CRES
WETLAND UNIT fT f f.- 159128 SQUARE FEET,
.3 A CWES
Total Existing Wetlands= 25.491 s. f.
0.59 -ac.
V9 NO TE5
/V 1 -1 6f -?k -0N WERE MAfeXID 3X OTHCAS AIND
AREAS ,'HO& -
TION AS' Fl. A GG -t 0 ON I -HE S/ IF
-FS SHONIA/ ht-Pt,0N ARL 8ASFD ON 1HE L'�E NIER OF
L,9CA TED
1AINAlIff
PAC -t-
'-5 F
ATE I�Lff PA6ff 2/
WETLAND UVITA-2ff
-T
T
�' 7n
48 x 25'CMP
EXISTING
DIR 7- �0
WETLAND
IMPAPT-1
126!y 18'CMP
V'
ivf
(,V
V/
r
59 liv
EZ- I
X"
2�4
x\"' ��'\
X GRA IAF'.
EXISTING
WETLAND UNIT -If/ I
1 WETLAND
IMPACT -2
N)
GRAVEL FILL FOR
CONSTRUCTION
ACCESS
EXISTING
WETLAND
IMPACT -3
Q)
Q)
L 2
IF0151
EXI1c ffETLAIND IWIT W ff
--icer 'TING
WETLAN
s.
IMPACT -4
0
EXISTING
/,�27-' 15, 611��K -;3 WETLAND
1!5,�K 15-4 IMPACT -5
'00 p2 pp
.21
00 2,9
74.
y
16, 1AF
P
Y
17 MAR Y !!�ffLL
PIN
;521N
PLA 7- 1-4
'p
� � X,
x-
�j)
EXISTING TRIBUTARIES
UT- I FLA T CREEK.- 290 LINEAR FEET
PERENNIAL
UT -2 FLAT CREEK - 120 LINEAR FEET
INTERMITTENT
Total Existin
,g Tributaries — 410 1. f.
FA6ff 47,t-,
FIN7,e;,45
cL/ 15,4, PA6ff
L ' 17, AL
FIA T' IW41
J
-L4 �42' 4
N11-
WR167f17
q/VP kVIfE
L2,��RI!57 (9456i;N WRI01-Hr
L;EEP �562K'� PAO-f 44�11
PIN 1�—ao—lt5-551Z'5
L12F / 'K
1�-LAF t�'Z�W 1-64' P/161c- lo�
U
IAV86 '00'00 "Gy
/: io Scale
G hi S I F
■
0 10 20 40
kVN < 0 LL 0
z
0 3: U
U I Uj-j
00 0 m
ry)
0
Q0
c)
ul
z
a-
-T
00 (D
I V)
D
cn 1sc1,--.1'mer.- Sale mcp produced by
San cis Sur ve
_ying (7nd, Mqpplt ?q. McGill Uj
U
Assc--',,ctes Ery viommerg tal Services hGs
m
added eX/Stlr7g WetlGnd iMPGCtS
M-lew--'rk that has not been surveyed,
as w�/l as not to the drc7WI'r7
elfin 1,5-a t io n m ap is /r7 t e n de ol to b e
usecy' for planning purposes on/y.
C)
SEAL OR STAMP
SCAL.E:
PROJECT:
A S S 0 C I A T E S
ENVIRONMENTAL- PLANNING -FINANCE 07-0206
486 NEWMARKET BLVD. STE. B BOONE, NC 28604 PH. [phone] SHEET:
OF 1
'J 21-
S35'JO'1� =E-
502107'227-
SOJ'5J'00"W
SlJ2752"W
5-25'75'04 "W
-528*J959"W
M55IM 21'15"W
M3J'50'2
4676'11"E
�00
��t v"v
'00�- !
161� 1
N11F
UILJ, p f L YT -LE
T;ffF
FIN
r-1'AF 65ag� 154, PAC-;ff la,��
EXISTTN(7 WETLANDS
WETLAND UNITA-Iff- 1011233SQUAREFEET,
0.23 A CRES
WETLAND UNIT fA-2ff- 130SQUAREFEET,
0. 003 A CRES
WETLAND UNIT fT f f.- 159128 SQUARE FEET,
.3 A CWES
Total Existing Wetlands= 25.491 s. f.
0.59 -ac.
V9 NO TE5
/V 1 -1 6f -?k -0N WERE MAfeXID 3X OTHCAS AIND
AREAS ,'HO& -
TION AS' Fl. A GG -t 0 ON I -HE S/ IF
-FS SHONIA/ ht-Pt,0N ARL 8ASFD ON 1HE L'�E NIER OF
L,9CA TED
1AINAlIff
PAC -t-
'-5 F
ATE I�Lff PA6ff 2/
WETLAND UVITA-2ff
-T
T
�' 7n
48 x 25'CMP
EXISTING
DIR 7- �0
WETLAND
IMPAPT-1
126!y 18'CMP
V'
ivf
(,V
V/
r
59 liv
EZ- I
X"
2�4
x\"' ��'\
X GRA IAF'.
EXISTING
WETLAND UNIT -If/ I
1 WETLAND
IMPACT -2
N)
GRAVEL FILL FOR
CONSTRUCTION
ACCESS
EXISTING
WETLAND
IMPACT -3
Q)
Q)
L 2
IF0151
EXI1c ffETLAIND IWIT W ff
--icer 'TING
WETLAN
s.
IMPACT -4
0
EXISTING
/,�27-' 15, 611��K -;3 WETLAND
1!5,�K 15-4 IMPACT -5
'00 p2 pp
.21
00 2,9
74.
y
16, 1AF
P
Y
17 MAR Y !!�ffLL
PIN
;521N
PLA 7- 1-4
'p
� � X,
x-
�j)
EXISTING TRIBUTARIES
UT- I FLA T CREEK.- 290 LINEAR FEET
PERENNIAL
UT -2 FLAT CREEK - 120 LINEAR FEET
INTERMITTENT
Total Existin
,g Tributaries — 410 1. f.
FA6ff 47,t-,
FIN7,e;,45
cL/ 15,4, PA6ff
L ' 17, AL
FIA T' IW41
J
-L4 �42' 4
N11-
WR167f17
q/VP kVIfE
L2,��RI!57 (9456i;N WRI01-Hr
L;EEP �562K'� PAO-f 44�11
PIN 1�—ao—lt5-551Z'5
L12F / 'K
1�-LAF t�'Z�W 1-64' P/161c- lo�
U
IAV86 '00'00 "Gy
/: io Scale
G hi S I F
■
0 10 20 40
kVN < 0 LL 0
z
0 3: U
U I Uj-j
00 0 m
ry)
0
Q0
c)
ul
z
a-
-T
00 (D
I V)
D
cn 1sc1,--.1'mer.- Sale mcp produced by
San cis Sur ve
_ying (7nd, Mqpplt ?q. McGill Uj
U
Assc--',,ctes Ery viommerg tal Services hGs
m
added eX/Stlr7g WetlGnd iMPGCtS
M-lew--'rk that has not been surveyed,
as w�/l as not to the drc7WI'r7
elfin 1,5-a t io n m ap is /r7 t e n de ol to b e
usecy' for planning purposes on/y.
C)
SEAL OR STAMP
SCAL.E:
PROJECT:
A S S 0 C I A T E S
ENVIRONMENTAL- PLANNING -FINANCE 07-0206
486 NEWMARKET BLVD. STE. B BOONE, NC 28604 PH. [phone] SHEET:
OF 1

11
CL
Uj
Q
S-4
(-)0
M
<M In
--A
EI- I. - 222 sf
(New 48"x 27'HDPE to Replace 48"x 25CMP WETLAND AREASTO BE RESTOWE-D
wAb Precast Concrete Headwall) Filling along shoulder of 6th St ---
EI -2: 3.30 sf -3-30 sf
S-2: 27 If Pe Exca va don for erosion lVetland OVI-Al
(New36"x2THDPE) control se&ment basin.
Mf Permanent EI -3: 135sf WiWand Unit -B
(New 15 " x 31'HDPE to Replace 18 " x 20'CMP) Filling with spoil to al EI -5: -350 st,
5-4:101f Temporwy (pump around) EI -4: sf Wetl,,wd Unit -H
Kllmg with spoil inato
S -5:101f Temporary (pump around) EI -5- 350 sf Total Wellands to be.Rest o-redz- 7 {f
101f Temporary (pump around) Exca vadon for erosion` 0 ac,
control sediment basin.
Total Stream Impacts: 70 If TowlExisting
Total Pennanent Stream Impacts: 40 If Wetland Impacts 122 sf
Total Temporary Stream Impacts: 30 If 0. 03 -ac.
F
VZOWEPA
3,047 sf l 0. 07 -ac,
(Includes Portions of Wedand Unit -A 1,
all of EI- I and Non -Restored Portion of -d3
W-2.- 130 sfl 0. 003-a
(Entire Wetland Unit -A]
W-3: 1'1 sf l 0. 023 -ac,
(Includes Poitions of Wetland Unit -B and
all ofEf-4)
1111111 pill•
I
0
RM
WN
JL AIL
Prod u,-e(J by
)cin ders Surveyl;?c
7 & lk/app in _g an d
Y/'gh Cob,,,, -2 try Erlgineerl'ng, C
/-
McGill Assoc/ates, I' ---,A. h(,Is added sl'te
1r77qp(,Is based on pr-(:y,)osed disturbled
V, W
't
Ln
Scale /'S qpproxlcite.
0
Graphic Scale 0
M
I r"
NOW701
M