20160418 Ver 2_More Info Received_20170202 (2)

January 20, 2017
'40 0-FAh'SITE
7500 Memorial Pkwy, SW, Suite 209
Huntsville, AL 35802
Phone: [phone]
wwwAsiteinc.biz
North Carolina Dept. of Environmental Quality 9 @�, �/
Water Quality Regional OperationsF®R, II II
Asheville Regional Office IUU� SEB 0 2 2017
2090 U.S. 70 Highway
Swannanoa, NC 28778 I I I
ER ruESOURCES
Attn.: Zan Price, Assistant Regional Supervisor D1 R RIAIFFFR PERMITTING—
RE:
ERMITTING
RE: DWR # 16-0418-V2 Comments for New Retail Store - Brevard, NC
Dear Mr. Price,
We reviewed your request for additional information regarding the above -referenced project that
was sent The Broadway Group, LLC on December 5, 2016. Your comments are listed below (in
italics) along with our responses [bracketed] related to those items we have addressed with
revisions to the plans or additional supporting documents.
Some of the items below are not yet complete, though we are in the process of addressing them.
We appreciate your review of the items which have been addressed and your feedback as to their
adequacy or whether additional modifications are needed.
1. Page 10 of 10 carries the signature of Jerry M. Cargile. In order for Jerry M. Cargile to sign,
the application package requires an agent authorization letter from the applicant. The Agent
Authorization form submitted authorizes Robert M Broadway of the Broadway Group for permit
authorization. Please provide correct responsible party application signature page or agent
authorization form. A sample agent authorization letter can be found on the USA CE website.
[ISA NCAC 02H. OS02 (0)
[Applicant will sign the PCN form.]
2. Please provide more details regarding avoidance and minimization of the stream impacts for
this project. [1SA NCAC 02H.OS06(1) and (g)) This should include alternative designs and
layouts of the commercial retail store. This Office believes that the Retail Store Building and
Parking area labeled on the plans can be moved or reconfigured to nunimize the impacts to the
stream. Please revise the plans to minimize the impacts or provide a detailed e)(planation of why
this plan for the activity cannot be practically accomplished, reduced or reconfigured to better
minimize disturbance to the stream.
[A detailed narrative ("Narrative for Trout Stream Impact") is included with the plans describing
how the current design is optimal in every respect practical (site geometry, grading, storm and
erosion control) to minimize impacts to the stream. The developer is also working on a more
detailed narrative which will be provided as supplemental information when available.]
CIVIL ENGINEERING SURVEYING LANDSCAPE ARCHITECTRUE
COLLABORATIVE DESIGN + CREATIVE SOLUTIONS

DWR # 16-0418-V2 Comments for New Retail Store — Brevard, NC
3. Please provide a detailed engineering plan, profile view, and cross-section of all proposed
culverts and associated junction boxes. These drawings must include details regarding stream
alignment in relation to pipe alignment, pipe slope, pipe burial, and dissipater pad if applicable
[ISA NCAC 02H.OS02(b))
[A separate sheet (sheet 10) was added to include all of the requested information for the storm
sewer line that replaces the stream.]
4. Per Condition 13 in GC 3890 "all culverts must be placed below the elevation of the stream
bed by one foot for all culverts with a diameter greater than 48 inches and 20 percent of the
culvert diameter for culverts having a diameter less than 48 inches. " Please revise your plans to
meet this Condition or request an exemption from this Condition and provide justification for the
exemption request. [ISA NCAC 02H. 0506(b)(2) and .OS02(b)J
[The inverts of the pipe and structures meet this requirement and are indicated on sheet 10 of the
plans.]
5. Please explain the need and purpose of the rockpipe inlet protection shown on the drawing on
sheet 5 and provide how it will meet Condition #13 of GC 3890.
[The rock pipe inlet protection was removed in order to meet Condition #13 (to "allow for
aquatic life movement during low flows").]
6. Per Condition 6 of GC 3890, all work must be done "in the dry". Therefore, dewatering
methods will be necessary to temporarily dewater the stream channel during pipe installation.
Please provide a construction sequence that details the method of dewatering to be utilized at the
site and the sequence of construction events to be followed to ensure compliance with this
condition. In addition, please ensure that the location of the temporary impacts are shown on the
construction drawings and clearly indicated in the revised impact table. [1SA NCAC 02H
.OS02(b)(3)j
["Construction Notes" (#1) were added on the upper -left corner of all sheets to clarify work to be
done "in the dry," and a "phasing plan" has been added to sheet 4 for this portion of the work.]
7. Application Item 2a. indicates that this project requires Compensatory Mitigation for Impacts
to Waters of the U.S. or Waters of the State? Please clarify the need for this requirement.
[The PCN form will be changed to state that Compensatory Mitigation is not required for the site
since the stream disturbance is less than 150 linear feet (see Condition #10).]
8. Per GC 3890, this project is required to provide a stormwater management plan to protect
water quality. Please see Appendix A of the General Certification 3890 (attached) and submit a
stormwater management plan that is in accordance with these requirements. [ISA NCAC 02H
.OS06(b)(S) and (c)(S)) Please contact Cory Larsen with questions regarding the stormwater
component of this project.
Awlk
,qw PF
wwwAsiteincbiz

January 20, 2017
'40 0-FAh'SITE
7500 Memorial Pkwy, SW, Suite 209
Huntsville, AL 35802
Phone: [phone]
wwwAsiteinc.biz
North Carolina Dept. of Environmental Quality 9 @�, �/
Water Quality Regional OperationsF®R, II II
Asheville Regional Office IUU� SEB 0 2 2017
2090 U.S. 70 Highway
Swannanoa, NC 28778 I I I
ER ruESOURCES
Attn.: Zan Price, Assistant Regional Supervisor D1 R RIAIFFFR PERMITTING—
RE:
ERMITTING
RE: DWR # 16-0418-V2 Comments for New Retail Store - Brevard, NC
Dear Mr. Price,
We reviewed your request for additional information regarding the above -referenced project that
was sent The Broadway Group, LLC on December 5, 2016. Your comments are listed below (in
italics) along with our responses [bracketed] related to those items we have addressed with
revisions to the plans or additional supporting documents.
Some of the items below are not yet complete, though we are in the process of addressing them.
We appreciate your review of the items which have been addressed and your feedback as to their
adequacy or whether additional modifications are needed.
1. Page 10 of 10 carries the signature of Jerry M. Cargile. In order for Jerry M. Cargile to sign,
the application package requires an agent authorization letter from the applicant. The Agent
Authorization form submitted authorizes Robert M Broadway of the Broadway Group for permit
authorization. Please provide correct responsible party application signature page or agent
authorization form. A sample agent authorization letter can be found on the USA CE website.
[ISA NCAC 02H. OS02 (0)
[Applicant will sign the PCN form.]
2. Please provide more details regarding avoidance and minimization of the stream impacts for
this project. [1SA NCAC 02H.OS06(1) and (g)) This should include alternative designs and
layouts of the commercial retail store. This Office believes that the Retail Store Building and
Parking area labeled on the plans can be moved or reconfigured to nunimize the impacts to the
stream. Please revise the plans to minimize the impacts or provide a detailed e)(planation of why
this plan for the activity cannot be practically accomplished, reduced or reconfigured to better
minimize disturbance to the stream.
[A detailed narrative ("Narrative for Trout Stream Impact") is included with the plans describing
how the current design is optimal in every respect practical (site geometry, grading, storm and
erosion control) to minimize impacts to the stream. The developer is also working on a more
detailed narrative which will be provided as supplemental information when available.]
CIVIL ENGINEERING SURVEYING LANDSCAPE ARCHITECTRUE
COLLABORATIVE DESIGN + CREATIVE SOLUTIONS

DWR # 16-0418-V2 Comments for New Retail Store — Brevard, NC
3. Please provide a detailed engineering plan, profile view, and cross-section of all proposed
culverts and associated junction boxes. These drawings must include details regarding stream
alignment in relation to pipe alignment, pipe slope, pipe burial, and dissipater pad if applicable
[ISA NCAC 02H.OS02(b))
[A separate sheet (sheet 10) was added to include all of the requested information for the storm
sewer line that replaces the stream.]
4. Per Condition 13 in GC 3890 "all culverts must be placed below the elevation of the stream
bed by one foot for all culverts with a diameter greater than 48 inches and 20 percent of the
culvert diameter for culverts having a diameter less than 48 inches. " Please revise your plans to
meet this Condition or request an exemption from this Condition and provide justification for the
exemption request. [ISA NCAC 02H. 0506(b)(2) and .OS02(b)J
[The inverts of the pipe and structures meet this requirement and are indicated on sheet 10 of the
plans.]
5. Please explain the need and purpose of the rockpipe inlet protection shown on the drawing on
sheet 5 and provide how it will meet Condition #13 of GC 3890.
[The rock pipe inlet protection was removed in order to meet Condition #13 (to "allow for
aquatic life movement during low flows").]
6. Per Condition 6 of GC 3890, all work must be done "in the dry". Therefore, dewatering
methods will be necessary to temporarily dewater the stream channel during pipe installation.
Please provide a construction sequence that details the method of dewatering to be utilized at the
site and the sequence of construction events to be followed to ensure compliance with this
condition. In addition, please ensure that the location of the temporary impacts are shown on the
construction drawings and clearly indicated in the revised impact table. [1SA NCAC 02H
.OS02(b)(3)j
["Construction Notes" (#1) were added on the upper -left corner of all sheets to clarify work to be
done "in the dry," and a "phasing plan" has been added to sheet 4 for this portion of the work.]
7. Application Item 2a. indicates that this project requires Compensatory Mitigation for Impacts
to Waters of the U.S. or Waters of the State? Please clarify the need for this requirement.
[The PCN form will be changed to state that Compensatory Mitigation is not required for the site
since the stream disturbance is less than 150 linear feet (see Condition #10).]
8. Per GC 3890, this project is required to provide a stormwater management plan to protect
water quality. Please see Appendix A of the General Certification 3890 (attached) and submit a
stormwater management plan that is in accordance with these requirements. [ISA NCAC 02H
.OS06(b)(S) and (c)(S)) Please contact Cory Larsen with questions regarding the stormwater
component of this project.
Awlk
,qw PF
wwwAsiteincbiz

DWR # 16-0418-V2 Comments for New Retail Store — Brevard, NC
[The storm system has been modified to capture all runoff from the new impervious areas
including the roof of the proposed retail store. Based on the updated design the runoff will be
treated through a Contech StormFilter water quality unit. As shown on sheet 9, the parking areas
and sidewalk will be captured by a trench grate; runoff from the building will be booted from the
downspouts to the storm system. Please also see the "401 Permit Application Form" associated
with this system. Note that based on our discussions the portion of this form associated with
"Storage Volume" has been marked as "N/

DWR # 16-0418-V2 Comments for New Retail Store — Brevard, NC
[The storm system has been modified to capture all runoff from the new impervious areas
including the roof of the proposed retail store. Based on the updated design the runoff will be
treated through a Contech StormFilter water quality unit. As shown on sheet 9, the parking areas
and sidewalk will be captured by a trench grate; runoff from the building will be booted from the
downspouts to the storm system. Please also see the "401 Permit Application Form" associated
with this system. Note that based on our discussions the portion of this form associated with
"Storage Volume" has been marked as "N/

Permit Number:
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
F -WA 401 CERTIFICATION APPLICATION FORM woe wArE90
---
C WvNTECH STORMFILTER SUPPLEMENT
NCDENR
ENGINEERED SOLUTIONS o Y
Pre -development 1 -yr, 24 -hr runoff
This form must be filled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist Section Ill and the 0&M Agreement
I. PROJECT INFORMATION
Pre/Post 1 -yr, 24 -hr peak control
Project name
Brevard, NC - New Retail Store
Contact name
Bradley Bailey
Phone number
256-539-1221
Date
January 6, 2017
Drainage area number
Identified on the plans
II. DESIGN INFORMATION
71
Site Characteristics
Mean Annual Rainfall, P
Drainage area (AD)
41,854.00 ft OK
Impervious area
26,444.00 ft2
% Impervious (IA)
63.2% %
Design rainfall depth (RD)
1.00 in
Peak Flow Calculations
1 -yr, 24 -hr runoff depth
4.00 in
1 -yr, 24 -hr intensity
5.48 in/hr
Pre -development 1 -yr, 24 -hr runoff
2.04 ft3/sec
Post -development 1 -yr, 24 -hr runoff
3.01 ft3/sec
Pre/Post 1 -yr, 24 -hr peak control
0.97 ft3/sec
Storage Volume*
Design volume (WQV)
N/A ft3
Adjusted water quality volume (WQVAdi)
#VALUE! ft3 #VALUE!
Volume contained before filter
N/A ft
Runoff Coefficient (Rv)
0.62 (unitless)
Mass loading calculations
Time to drain the StormFilter (t)
Mean Annual Rainfall, P
64.00 in
Agency required TSS% removal
85.00%
Percent Runoff Capture (% capture)
100.00%
Event Mean Concentration of Pollutant, EMC
70.00 mg/I for Industrial) Use 60 for residential, 70 for Commercial, 100
for Industrial)
Filter System
Cartridge height
In
Specific Flow Rate, q
gpm/ft2
SHWT elevation
ft amsl
Bottom of the StormFilter vault elevation
ft amsl
Clearance (dsHwr)
Time to drain the StormFilter (t)
0.13 hours
Insufficient drainage time or the discharge rate from the system
must be controlled so that the post -development rate is no greater
Time to drain the StormFilter (t)
0.01 days
than the pre -development rate for the 1 -year, 24-hour rain event.
SUMMARY
Maximum Treatment Flow Rate, cfs
Number of Cartridges
Additional Information
Does volume in excess of the design volume bypass the filter?
Y or N
Is an off-line flow -splitting device used?
Y or N
If draining to SA waters: Does volume in excess of the design volume flow
Y or N
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
ft
Does the design use a level spreader to evenly distribute flow?
Y or N
Is the BMP located at least 30ft from surface waters (50ft if SA waters)?
Y Y or N
OK
Are the vegetated side slopes equal to or less than 3:1
Y Y or N
OK
Is the BMP located in a recorded drainage easement with a recorded access
Y or N
easement to a public Right of Way (ROW)?
'StormFilter is designed to treat peak flow alone, not storage volume.
Form SW401-StormFilter-Rev.1 2012Aug Parts I and II. Project Design Summary, Page 1 of 1

January 20, 2017
State of North Carolina
Environmental Quality I Energy, Mineral and Land Resources
Atm. Mr. Stanley E. Aiken, PE
2090 US 70 Highway
Swannanoa, NC 28778-8211
RE: Revised Construction Documents In Response To
Trout Buffer Zone Waiver Disapproval
Trout Buffer Project ID: TB -TRANS -2017-002
Location: See Off Mountain Road and US 276 Intersection
Transylvania County
Dear Mr. Aiken:
,!SITE
7500 Memorial Pkwy, SW, Suite 209
Huntsville, AL 35802
Phone: [phone]
www.4siteinc.biz
FEB 0 2 2011
Per my recent phone message and email we have been working on revisions to the proposed construction
documents based on the comments related to the above referenced as provided in your letter to Ms. Ballard
which was dated January 10, 2017. The comments provided in that letter are listed below. These
comments have now been addressed as indicated by our "bracketed notes" provided with each comment
below and as shown on the revised plans submitted herewith.
• The erosion control measures shown are not sufficient to restrain erosion and sediment during the
multiple phases of construction. [G.S. 113A -54.1(c)1 {G.S. 113A-57(1)} (G.S.113A-5791)} (15A
NCAC 04B.0105) [15A NCAC 04B.0106)
[Additional measurers have been implemented and a 3 phase erosion control plan has been
developed as indicated on sheets 6, 7, and 8 of the plans. As indicated in "Erosion Control Note 2"
on sheet 6 and as labeled on the plan sheets adequate capacity has been documented for each
measure proposed based on the criteria within the NC DEQ "Erosion & Sediment Control Planning
& Design Manual."]
• The plan as proposed does not address how the channel work will be performed in the dry. 11 5.\
NCAC 04B .01051 {15A NCAC 04B .0106}
[A phasing plan has been developed for the work associated with the stream disturbance as indicated
on sheet 4 of the revised plans to insure that this work will be performed in the dry and to prevent
off-site sedimentation damage.]
• Stockpiles called for in notes but location not identified on plan. 115A NCAC 04B .0106)
[Stockpile area has now been identified on sheet 6 of the plans.]
CIVIL ENGINEERING
SURVEYING
COLLABORATIVE DESIGN + CREATIVE SOLUTIONS
LANDSCAPE ARCHITECTURE

Revised Construction Documents - Trout Buffer Project ID: TB -TRANS -2017-002
• Revegetation plantings for riparian area not provided. {15A NCAC 04B.01061
[Revegetation plan has been developed and included in the plan set ;see sheet 14). Vegetative plan
has been established based on requirements and recommendations provided by Andrew W. Moore,
P.G., Environmental Specialist — Asheville Regional Office, `Vater Quality Regional Operations
Section, NCDEQ — Division of Water Resources]
• There were no calculations for erosion control measures provided. {15A NCAC 04B.0108)
[As indicated in "Erosion Control Note 2" on sheet 6 and as labeled on the plan sheets adequate
capacity has been documented for each measure proposed based on the criteria within the NC DEQ
"Erosion & Sediment Control Planning & Design Manual." Actual areas and capacities are listed for
each measure proposed as labeled on the phased erosion control plan. See sheets 6, 7, and 8 of the
plans.]
• This plan does not address how adverse temperature fluctuations will be addressed. 115A NCAC
04B.0125)
[As indicated in the "Protection of Stream Temperature" notes on the left hand side of sheet 6
USGS provides a list of construction activities which can affect temperature fluctuations for
downstream waters. As indicated in these notes the only relevant activity for this project is the
impervious area which will be constructed on this site. As stated none of this area discharges to the
stream on site. All impervious areas will be routed to the storm system along US Highway 276 at
the front of the site and will combine with other stormwater runoff from the highway and other
areas upstream of the site. Given consideration of all possible factors no adverse effects on
temperature change as a result of this development are anticipated and the proposed activities will
comply with 15A NCAC 04B .0125 as stated on the plans.]
Based on the above and the revised plans I certify that to the best of my knowledge, information, and belief
that the proposed activities will now comply with all regulations as outlined in your comments provided.
Please let us know if you have any further questions or concerns.
S* re y,
J y M. Cargile, PE / LEED AP
President I Principal Engineer
4Site, Incorporated
Cc: Melissa Ballard, The Broadway Group
CAROB
:CL �90 L
036590
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wwwAsiteinc.biz

i P'
Commercial Real Estate Development
The Broadway Group, LLC • 216 Westside Square • Huntsville, AL 35801 • Phone: [phone] • Fax: [phone]
January 31, 2017
Mr. Stanley E. Aiken, P.E. (Ga.)
Regional Engineer
Land Quality Section
Energy, Minerals, Land Resources
North Carolina Department of Environmental Quality
Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778-8211
RE: New Retail Store / Transylvania County, North Carolina
Via Overnight Delivery and Electronic Mail
Dear Mr. Aiken,
L�C�L�QdL�
D
FEB 0 2 2017.
DEQ -WATER RESOURCES
The Broadway Group is resubmitting a request for a trout buffer waiver pursuant to Section 113A of the
General Statutes and 15A North Carolina Administrative Code, 46.0104. Our engineers, Jerry Cargile and
Brad Bailey of 4Site, Inc., have revised the plans for this project to address specific questions and
concerns raised by the Division of Energy, Minerals and Land Resources. Those plans are being
submitted to you under separate cover. In further support of the request for trout buffer waiver and the
401 Water Quality Certification, the Broadway Group offers the following narrative.
In April of this year, this project will have been underway for 2 years. We were first made aware of the
trout stream issue just over a year ago and have been pursuing variance information since that time.
We worked with Andrea Leslie prior to Stan Aiken taking his current position.
At first, we understood that we could disturb up to 210' of stream and that variances were issued fairly
routinely if it could be shown the developer had made all reasonable efforts to minimize the
disturbance. We changed our design multiple times in an effort to do just that. While trying to
minimize impact, we made every attempt to negotiate the mountain to our east property line and made
multiple attempts to locate a suitable area for septic. We determined there is no reasonable way to
carve the mountain and be assured of the soil stability for a retaining wall without extensive, very costly
testing and purchasing additional property. As for septic, this lot is over 2.5 acres and there is ONE
space on the entire lot suitable. The septic can only go where it is currently located. We not only need
to design around the stream, we have a 25' retaining wall on the opposite side of the property.
We are using the smallest square footage retail store our tenant offers and have changed this design in
excess of 15 times. Every effort possible has been made to minimize the impact to the stream. Each
time we change the layout and think we have the issues resolved, we run into another topographical
challenge.
fsh'pengi 'Wai
of Shopping Centers

This site is steep and with only one artilPirlr#lbLL1 L;rc�'ti XSWcl parking to a point where we can
reduce it no more. Special arrangergfo ""% PpjFt&gfteT9PMtiVe a smaller delivery vehicle so the
par n area can be rlLc 'ce t �n ahsplute minimums h NCDOT is allowin access off the hi hway,
roadway Group, CLQ 16� 1/estsicTe Square • Hunts!nile, 1 5801 Phone: 25 3 72 7 • Fax: [phone]
but has required us to have 50 from our radius line to the first parking stal� for sa ety. The Army Corps
of Engineers has issued our 404 Permit. The plans have been submitted for storm water management
and erosion and sediment control review; however, the project cannot proceed unless and until the
trout stream buffer variance is approved.
As Exhibit "A", we are attaching a sampling of the various layouts we have attempted to use in our
redesign efforts.
Our property owner has been gracious enough to extend our contract in light of the excessive challenges
and delays we have suffered over the past two years. He has now run out of patience and is demanding
that The Broadway Group close on the purchase of this property on March 1, 2017. Being the
developer, we can't purchase property without being assured permits are obtainable. At this point, I
have less than 30 days for an approval or assurance permits can be issued before I am expected to
purchase it.
On November 7, 2016, we submitted all plans and required application paperwork to your office for
review and comment. We received your comments and Letter of Disapproval on January 10, 2017,
more than 60 days later. Since receiving the Letter of Disapproval, our engineers have attempted to
contact you on multiple occasions, via telephone and email, to discuss the reasons for disapproval, but
have not been able to communicate with you.
We feel the prior review time was excessive. We no longer have the luxury of time for another
extensive review period. We respectfully request this review be given priority and be completed within
10 business days of this request.
Res
Robert M. BroadwaI'l,lanager
The Broadwav Group. LLC
Cc: Tim Fox, Division of Water Resources
Melissa Ballard, The Broadway Group
Jerry Cargile, President/Principal Engineer, 4Site Inc.
William Clark, Attorney, Roberts & Stevens, P.A.
I n4$�
dsM1Oppmg Centers

•EXHIBIT "A"
Original Layout from 2/3/2015
PRELIMINARY SITE LAYOUT BREVARD, NC
PROTOTYPE, A DEVELOPER DESIGNER DATE:
BLDG/SALES S/F: 9,026/7,195 COMPANY: THE BROADWAY GROUP COMPANY: THE BROADWAY GROUP 2/03/2015
ACREAGE, 1.6 NAME. BOB BROADWAY NAME: BERNADETTE BERENS
PARKING: 30 PHONE M [phone] PHONE 1h [phone]
18'x18' CONCRETE
DUMPSTER PAD
18'x28.5' CONCRETE
DELIVERY AREA
xin
PLAN A
GROSS 9.025
SF
SALES 7.195"
SF
(— SOLLARI I WITH
ACCESS BLE ,
11 SIGN I P
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CV
REO'D HEAVY DUTY
PAVEMENT IN TRUCK
(� AREAS $
81
253,+ PYLON SIGN
L1�A� DIMENSIONS SHOWN ALONG
PROPERTY, RIGHT -DF -WAY
/y f AND/DR LEASE LIDS ARE
PRELIMINARY AND SHOWN
FOR INFORMATIONAL
PURPOSES ONLY
N
Scale 1:60,

Layout dated 2/8/2015
PRELIMINARY SITE LAYOUT BREVARD, NC
PROTOTYPE, B I DEVELOPER DESIGNER DATE,
BLDG/SALES S/F, 9,026/7,195 COMPANY, THE BROADWAY GROUP COMPANY, THE BROADWAY GROUP 2/18/2015
ACREAGE, 2.4 NAME, BOB BROADWAY NAME, BERNADETTE BERENS
PARKING, 30 PHONE p, [phone] PHONE M, [phone]
4
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FOR INFORMATIONAL
PURPOSES ONLY
cow"wdd W"Nwhomw
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m TOP - 2764.54 TOP - 2743.81
BOTTOM - 2743,34 BOTTOM - 2742,68
HEIGHT - 22,2' HEIGHT - 1,13'
8 !
TOP - 2764.73
BOTTO - 42,7 BOTTOM - 2742,76
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Layout dated 8/4/2016
PRELIMINARY SITE PLAN
I BREVARD, NC
PROTOTYPE:
F
DEVELOPER DESIGNER DATE
BLDG/SALES S.F.: 9,002\7,385 COMPANY: THE BROADWAY GROUP COMPANY: THE BROADWAY GROUP 8\4\2016
ACREAGE:
2.25 NAME:
BOB BROADWAY NAME: MELISSA BALLARD
PARKING SPACES: 27 PHONE:
[phone] PHONE: [phone]
2z 00
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DIMENSIONS SHOWN ALONG PROPERTY,
RIGHT—OF—WAY AND/OR LEASE LINES
ARE PRELIMINARY AND SHOWN FOR
INFORMATIONAL PURPOSES ONLY
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