23076_RalMGP2_PhIIAWP_20230614

DATA GAP ASSESSMENT WORK PLAN
FORMER RALEIGH MGP NO. 2
PHASE II REDEVELOPMENT
400 SOUTH WEST STREET
RALEIGH, NORTH CAROLINA
BROWNFIELDS PROJECT NO.: 23076-19-092
MID -ATLANTIC PE LICENSE: F-0967
REVISION NO.: 1
MID -ATLANTIC JOB NO. R3746.15
June 14, 2023
Prospective Developer:
Cabarrus, LLC
KL West End Phase II, LLC
Allen McCollum
4321 Lassiter at North Hills Avenue
Suite 250
Raleigh, North Carolina 27609-5782
Phone: [phone]
Email: amccollum(a)_kanerealtycorp.cpm
Consultant:
Mid -Atlantic Associates, Inc.
Daniel H. Nielsen, PE
409 Rogers View Court
Raleigh, North Carolina, 27610
Phone: [phone]
Email: dnielsen(a-maaonline. com
Brownfields Project Manager:
Sharon Eckard, PG
North Carolina Department of Environmental Quality
Mail Service Center 1646
Raleigh, North Carolina 27699
Phone: [phone]
Email: Sharon.eckard(cD-ncdenr.gov
Ar
ft Mid Atlantic

409 Rogers View Court
Mid Atlanti c
Raleigh. NC 276 9918
office 914.250.991
Engineering & Environmental Solutions
Facsimile 919.250.99SO
MAAONLINE.COM
SECTION 1 INTRODUCTION
The subject site consists of two parcels, totaling 2.08 acres, located at 400 and 430
South West Street in Raleigh, North Carolina (Figure 1). The subject site is the eastern
portion of the Former Raleigh MGP No. 2 Brownfields Property and is the location of
Phase II Redevelopment (the western portion of the site is Phase II Redevelopment).
This Work Plan has been developed and formatted in accordance with the Minimum
Requirements Checklist for Site Assessments Work Plans and Reports, February 2022
developed by the North Carolina Department of Environmental Quality (DEQ)
Brownfields Program (Attachment A).
The subject site has been used for various industrial purposes, including as a lumber
yard and a manufactured gas plant, since the late 1800s. More recently the site was
home to Clancy & Theys' office and maintenance operations and an Amtrak office.
Environmental assessment activities conducted at the subject site have identified the
presence of volatile organic compounds (VOCs) in the soil and groundwater at the site
(Attachment B). Both chlorinated and petroleum -related VOCs have been identified in
the groundwater at the site.
The objective of the assessment is limited and aimed solely to characterize soil (in cut
areas and stockpiled on site) to determine appropriate disposal options. A vapor intrusion
mitigation system (VIMS) will be installed in the new improvements made at the site;
therefore, no further VI assessment activities are planned. Similarly, no further
groundwater assessment will be conducted.
This assessment is not being conducted for use by any other North Carolina Department
of Environmental Quality (DEQ) programs.
SECTION 2 SCOPE OF WORK
The site will be redeveloped for multi -family use. One building will be constructed with the
bottom two levels used primarily for parking (one retail space is on the second level).
Levels three thru seven will be residential (see Attachment C). The assessment includes
the collection of 15 composite/grab soil samples from soils located in soil cuts required
during construction. Cut depths range from approximately 2 feet in the northern portion of
the site to 21 feet near the southeast corner of the site. There are currently no plans to use
these cut soils for beneficial fill. These soils will be disposed at a permitted disposal facility.
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE —

Data Gap Assessment Work Plan
Raleigh MGP No 2 — Phase 11 Redevelopment
Raleigh, North Carolina
June 14, 2023
Page 2
The soil samples will be collected at the locations illustrated in Figures 2, 3 and 4, and
summarized (including sample depths and analytical tests) in Table 1. The sampling
regime is designed to assess approximately 700 to 3,900 cubic yard soil blocks throughout
the soil cuts planned at the site. The total soil cut is anticipated to be approximately 28,000
cubic yards.
Additionally, there are two soil stockpiles on the Phase II Redevelopment portion of the
site. These stockpiles, totaling approximately 4,000 cubic yards, were generated during
the construction activities on the Phase I Redevelopment portion of the site. These
stockpiled soils will be assessed to determine appropriate off -site disposal options.
SECTION 3 SAMPLING METHODOLOGY
Assessment activities will be performed in general accordance with the following
documents. Deviations from methods outlined in these documents are noted below or
will be noted in the final report.
• Brownfields Program Minimum Requirements Checklist for Site Assessment
Work Plans and Reports (February 2022)
• Inactive Hazardous Sites Program Guidelines for Assessment and Cleanup of
Contaminated Sites (July 2021)
Soils collected for the soil cut assessment will be collected from five Blocks (Block A thru
Block E) illustrated in Figure 3. Within each Block there are three to five soil borings. Soil
samples will be collected using a GeoProbe macrocore sampler and direct push
technology (DPT). Soil samples will be collected from the sampling device (acetate
sleeves from the macrocore sampler) at up to five-foot intervals to final depth of the boring.
Soil types in the macrocore sampler will be characterized and used to develop soil boring
logs. Grab soil samples will be collected at depths shown in Table 1 unless field
observations and screening (e.g., readings from an organic vapor analyzer) indicate an
alternative sampling depth should be used.
Equal sized aliquots will be collected at each boring within a Block at a given elevation (eg,
290 feet, 295 feet, etc). All composite samples will be created by mixing the aliquots in the
field in a dedicated and new Ziploc bag prior to placing in the laboratory supplied sample
jars. For each elevation within a Block, one separate undisturbed aliquot will be selected
for analysis of VOCs based on field observations and screening of the samples from each
boring and elevation within a given Block.
Per BRS request, one `below cut' sample will be collected from each block in order to
characterize soil quality that will be remaining on site (elevation 290 for blocks A thru D
and elevation 295 for Block E).
Mid Atlantic

Data Gap Assessment Work Plan
Raleigh MGP No 2 — Phase 11 Redevelopment
Raleigh, North Carolina
June 14, 2023
Page 3
Soil samples will also be collected from the stockpiles. The soil samples will be selected
for testing based on the following logic:
• Each stockpile will be divided into equal segments based on the stockpile's long
axis. Each segment will be comprised of approximately 1,000 cubic yards. Three
aliquots will be collected from each segment: one from each side of the stockpile
and one from the center of the stockpile, each at a depth at least 12 inches beneath
the surface of the stockpile. Access to the sampling points may require the use of
on -site earth -moving equipment. The aliquots will then be composited in the field.
• One sample for every 1,000 cubic yards will be submitted for analysis of the
presence of volatile organic compounds (VOCs).
o A photoionization detector (PID) will be used to determine which of the three
aliquot locations will be selected for VOC analysis. If the PID does not
identify evidence of VOCs in any of the aliquot samples, the VOC sample
location will be selected at random and noted in the field.
o The VOC sample will be collected directly from the soil at a minimum depth
of 12 inches beneath the surface of the stockpile.
• One composite sample comprised of three aliquots for every 1,000 cubic yards will
be created. The composited sample will be analyzed for semi -volatile organic
compounds (SVOCs) and eight RCRA metals.
o The SVOC and RCRA metal sample will be collected from a composited
sample of three aliquots collected using a decontaminated hand auger
bucket.
o Composites will be created by mixing the aliquots in the field.
o The hand auger bucket will be decontaminated with water and Iiquinox, or
similar, between each sample location.
All selected soil samples will be placed in laboratory -supplied cooler(s) which contain ice
as a preservative. Soil sample analysis will be conducted as described in Section 4.
SECTION 4 LABORATORY ANALYSIS
Soil samples will be submitted to Waypoint Analytical Laboratory of Charlotte, North
Carolina (NC Certification Number 402). Composite soil samples will be analyzed for
SVOCs by EPA Method 8270E and RCRA 8 metals by 6020B and 7471 B as shown in
Table 1. The soil sample exhibiting the greatest concentration of total chromium will be
analyzed for hexavalent chromium by EPA Method 7199. Soil grab samples will be tested
for VOCs by EPA Method 8260D. Standard hold times for these analyses are not
expected to cause scheduling, shipping or quality control issues. Reporting limits and
method detection limits will meet applicable screening criteria including the reporting of
estimated concentrations as "J" flags. Laboratory Level II QA/QC will be provided. There
will not be limitations on which soil constituents are reported by the laboratory.
Mid Atlantic

Data Gap Assessment Work Plan June 14, 2023
Raleigh MGP No 2 — Phase 11 Redevelopment Page 4
Raleigh, North Carolina
SECTION 5 QA/QC
One duplicate soil sample will be collected in the field per day of soil sampling (two days
are anticipated) and will be analyzed by EPA Methods 8270E and 6020B/7471 B
(composite sample) and 8260D (grab sample) as shown on Table 1. Filled sample jars will
be placed in ice -filled coolers. Care will be taken to ensure that sample locations exhibiting
evidence of impacts will be used to collect duplicates, if applicable. Mid -Atlantic will fill the
soil sample jars so that the laboratory will have sufficient sample volume for matrix spike
(MS)/matrix spike duplicate (MSD) analysis. The chain -of -custody will be completed in the
field and packed with the samples. The Mid -Atlantic field technician will return to the office
with the packed cooler which will be collected by a laboratory -provided courier and
delivered to the laboratory.
SECTION 6 INVESTIGATION DERIVED WASTE MANAGEMENT
Investigation derived waste (IDW) generated during this assessment will consist of soil
cuttings from borings advanced for soil sample collection and will be managed in
general accordance with 15A NCAC 02T.1503 and 15A NCAC 02H.0106. Prior
assessment conducted at the site has not identified evidence of soils meeting
hazardous waste criterion. Therefore, soil displaced for the soil borings will be placed
back into the boring from which the soils were generated. Excess soil will be spread at
land surface at the boring site. If visual or olfactory evidence indicates significant
impacts, the IDW will be contained in 55-gallon drums pending analytical results.
SECTION 7 REPORTING
Following completion of assessment field activities and receipt of laboratory analytical
data, Mid -Atlantic will prepare a Soil Cut Assessment Report to document field activities
and provide analysis of the data collected. Soil analytical data will be compared to
Preliminary Soil Remedial Goals (PSRGs). As appropriate, the analytical data will be
evaluated using the NCDEQ risk calculator for cumulative risk evaluation(s). The report will
include:
• Reporting/summary of site work conducted as outlined above;
• Summary of findings and possible recommendations;
• All applicable tables including tabulated sample depths, analytical data with
comparison to the PSRGs, cumulative risk evaluations;
• All applicable figures which will depict actual sample locations (with scale and north
arrow);
• Boring logs;
• Mid -Atlantic's PE/PG License Number; and
• The Professional Engineer's or Licensed Geologist's individual PE/LG seal and
signature.
Mid Atlantic

Data Gap Assessment Work Plan
Raleigh MGP No 2 — Phase 11 Redevelopment
Raleigh, North Carolina
June 14, 2023
Page 5
Note: The objective of this assessment is to evaluate soil cuts and stockpiled soil for the
purpose of evaluating disposal options. Therefore, groundwater and soil gas sampling is
not included and consequently potentiometric and plume maps listed in the Assessment
Checklist will not be generated.
Mid Atlantic

TABLE
0 Mid Atlantic

TABLE 1
Cut Soil Sampling Summary
Former Raleigh MGP No. 2 Phase II Redevelopment
Raleigh, North Carolina
Block
Approximate
Volume yd s
Cut Elevation
(feet)
Boring Name
Sample Depth
(ft bls)*
Soil Sample
Name
VOCs
SVOCs
RCRA
Metals***
A-1
3
A-2
2
3,900
290
A-290
G
C
C
A-3
3
A
A-4
3
A-5
8
---------------------
1,100
---------------------
295
---------------------
A-5
----------------------
5
---------------------
A-295
---------------
G
--------------
G
--------------
G
B-1
5
B-2
5
3,200
290
B-290
G
C
C
B-3
6
B
B-4
11
---------------------
•-------------------
---------------------
B-3
•---------------------
1
---------------------
•--------------
•-------------
•-------------
1,600
295
B-295
G
C
C
B-4
6
---------------------
800
•-------------------
300
---------------------
B-4
•---------------------
1
---------------------
B-300
•--------------
G
•-------------
G
•-------------
G
C-1
8
3,200
290
C-2
6
C-290
G
C
C
C-3
8
C-4
12
C
---------------------
---------------------
---------------------
C-1
----------------------
3
---------------------
---------------
--------------
---------------
C-2
1
3,200
295
C-295
G
C
C
C-3
3
C-4
7
---------------------
800
--------------------
300
---------------------
C-4
----------------------
2
---------------------
C-300
---------------
G
--------------
G
--------------
G
D-1
9
2,700
290
D-290
G
C
C
D-2
9
D-3
19
---------------------
--------------------
---------------------
D-1
----------------------
4
---------------------
---------------
--------------
--------------
D
D-2
4
2,700
295
D-295
G
C
C
D-3
14
---------------------
700
•-------------------
300
---------------------
D-3
•---------------------
9
---------------------
D-300
•--------------
G
•-------------
G
•--------------
G
---------------------
700
--------------------
305
---------------------
D-3
----------------------
4
---------------------
D-305
---------------
G
--------------
G
---------------
G
295
E-1
10
E-295
G
C
C
E-2
10
E
3,400
---------------------
300
---------------------
E-1
•---------------------
5
---------------------
E-300
•--------------
G
•-------------
C
-------------
C
E-2
5
--------------------
305
---------------------
E-3
•---------------------
1
---------------------
E-305
•--------------
G
•-------------
G
--------------
G
Duplicate
Sample**
2
2
2
Totals
28,000
19
17
17
17
Objective: The objective for all samples is the same; to assess soil quality in soil cuts to determine approriate disposal options.
Notes:
VOCs: Volatile Organic Compound by EPA Method 8260D.
SVOCs: Semi -Volatile Organic Compounds by EPA Method 8270E.
RCRA: Resource Conservation and Recovery Act by Methods 6020B and 7471 B.
*Depth Below Land Surface.
**Duplicates to be collected from samples that appear contaminated, if identifiable in the field. One sample per day.
***Hexavalent Chromium: Soil sample with highest total chromium concentration will also be analyzed for hexavalent chromium by Method 7199.
Default sample depth used if field evidence does not suggest and alternative sample depth

FIGURES
0 Mid Atlantic

a
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REFERENCES:
1. RALEIGH WEST, NC DIGITAL RASTER GRAPHICS,
USGS. SCANNED FROM 1:24,000-SCALE WAKE, NC
TOPOGRAPHIC MAPS, PUBLISHED 2019, USGS. SCALE: 1:9,000
2. INSET MAP DIGITAL DATA FROM 2002 NATIONAL TRANSPORTATION ATLAS, Feet
BUREAU OF TRANSPORTATION STATISTICS, WASHINGTON, D.C. 6OO ,200
3. PROPERTY BOUNDARY DATA FROM WAKE COUNTY GIS.
DRAWN DATE:
TOPOGRAPHIC SITE MAP BY: KRC FEBRUARY 2023
FORMER RALEIGH MGP SITE NO. 2 DRAFT JOB NO:
Mid Atlantic 600 W CABARRUS STREET CHECK: DHN R3746.00
Engineering & Environmental Solutions ENG. GIS NO:
RALEIGH, NORTH CAROLINA CHECK: DHN 3G-R3746.00-1
APPROVAL: DHN DWG NO: 1

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0 25 50 100 150 200 - 4 Existing Building
Feet
SITE MAP DRAWN BY: KRC DATE: JUNE 2023
• FORMER RALEIGH MGP NO.2 DRAFT CHECK JOB NO.: R3746.00
Mid Atlantic BY: DHN
PHASE II REDEVELOPMENT ENGINEER CHECK
Engineering & Environmental Solutions 600 CABARRUS STREET BY: GIS NO.: 3G-R3746.00-2
RALEIGH, NORTH CAROLINA APPROVED DRAWING NO.: 2
BY: DHN
REFERENCE: DATA FROM WAKE COUNTY GIS, NC ONEMAP.

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PROPOSED REDEVELOPMENT MAP DRAWN BY: KRC DATE: JUNE 2023
FORMER RALEIGH MGP NO.2 DRAFT CHECK JOB NO.: R3746.00
Mid Atlantic BY: DHN
PHASE II REDEVELOPMENT
ENGINEER CHECK GIS NO.: 3G-R3746.00-3
Engineering & Environmental Solutions 600 CABARRUS STREET BY:
RALEIGH, NORTH CAROLINA APPROVED DRAWING NO.: 3
BY: DHN
REFERENCE: DATA FROM WAKE COUNTY GIS, INC ONEMAP, SUB -SLAB SOIL GAS ASSESSMENT REPORT BY MID -ATLANTIC ASSOCIATES, INC. DATED MAY 28, 2021. BROWNFIELDS PROPERTY -SURVEY PLAT DATED MARCH 28, 2011

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12. L ___--_ ter; ,r J +' y 0 Aliquot Location
---------------
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Mid Atlantic
Engineering & Environmental Solutions
PROPOSED BENEFICIAL FILL SAMPLE LOCATION MAP
FORMER RALIEGH MGP NO.2
600 CABARRUS STREET
RALEIGH, NORTH CAROLINA
DRAWN BY: KRC DATE: JUNE 2023
DRAFT CHECK BY: DHN JOB NO.: R3746.00
ENGINEER CHECK BY: DHN GIS NO.: 3G-R3746.00-4
APPROVED BY: DHN DRAWING NO.: 4
I REFERENCE: DATA FROM WAKE COUNTY GIS, NC ONEMAP I

ATTACHMENT A
COMPLETED VAPOR INTRUSION ASSESSMENT WORK PLAN
& REPORT CHECKLIST
Mid Atlantic

Work Plan and Report Checklist
Version 2 February 2022
Minimum Requirements Checklist
for
Site Assessment
Work Plans and Reports
NCDEQ Brownfields Program — February 2022
Instructional Page
All references to Prospective Developers includes follow-on owners who may be conducting
work in accordance with the Brownfields Property Management Unit.
To increase predictability and most efficiently assess Brownfields Properties and the redevelopment
timing requirements of Prospective Developers or follow-on owners, the Brownfields Program has
standardized the format for Site Assessments. This format has been generated in the form of a
checklist to allow for ease in submission by the prospective developer's consultant and for the
Brownfields Program's completeness review. This checklist outlines the minimum requirements and
submittal format under the Brownfields Program for Assessment Requirements and Reporting. All
Assessment Work Plans and Reporting submissions to the Brownfields Program must include this
completed checklist in the outlined format.
These requirements allow DEQ to reduce review time for the Assessment Work Plan and Report
and increase process predictability for prospective developers. This checklist will also provide
reliable data for risk -based decisions and further expedite the project timeline. Any divergence from
these requirements will lengthen the process of assessing risks on the site, may necessitate
reprioritization of a project manager's queue towards projects that meet these requirements.
Therefore, delaying production of the brownfields agreement and/or environmental management
plan. Any alterations to the checklist on a site- specific basis must be reviewed and approved by the
Program prior to implementation. However, in order to respect the schedule of all projects in house
and keep the program's entire project pipeline moving, we strongly recommend against seeking
changes to the checklist.
Based on a review of environmental and risk data from our project inventory, please note
there are some new points of emphasis that are included herein:
1. For ALL residential reuses; sub -slab vapor assessment (full list EPA TO-15) is required,
regardless if existing structures will be removed. If no structures or slabs exist on the
Brownfields Property, exterior soil gas assessment is required within all proposed structure
footprints.
2. ALL properties require groundwater data (VOCs, SVOCs and RCRA Metals) from a
minimum of three sample locations, depth to groundwater and a resulting potentiometric
map.
3. Soil shall be assessed based on areas of concern and redevelopment plans and across the
depth interval of the cut/grading.

Work Plan and Report Checklist
Version 2 February 2022
Environmental Site Assessment
Work Plan Checklist
Reviewed and checked by (Name): .Ala C �� vs
Title Page
The title page should include the following information. Letter style reports are acceptable, as long as this
information is somewhere on the first page.
✓ Title of Work Plan
•� Brownfields Project Name (not the development name)
Brownfields Project Number
✓ Date (updated with each revision)
./ Revision Number
.! Firm PE/PG License Number
Individual PE/PG seal & signature
Contact information for Developer, Consultant, and Project Manager
Section 1— Introduction
Provide the site location, address, and acreage.
�— Provide a BRIEF summary of the history of the property and its history in the program. For example:
reiterate RECs from a Phase I ESA, indicate if the scope of work was negotiated during a Data Gap
Meeting, etc.
fC 3 f Briefly list and describe the data gaps the assessment is attempting to fill
f Indicate if the assessment data is for the use of any other DEQ programs in addition to the
Brownfields Program (i.e. the site is a regulated UST, IHSB, etc. property)
Section 2 — Scope of Work
✓ Provide a general description of proposed scope of work covered in this plan (i.e. 2 new monitoring
wells, six groundwater samples, 5 exterior soil gas sampling points and 6 soil borings)
Discuss samples to be collected by media and source area/location. Generally, the reasoning for the
sample locations selected.
✓ Describe depths of samples to be collected (Reference Table 1) or how that decision will be made
fin the field, if needed. I/
State for what each sample will be analyzed (briefly). Reference Table 1.
For all residential reuses, sub slab vapor is required, if no slabs exist, exterior soil gas is required
within all proposed footprints.
Section 3 — Sampling Methodology
Reference the guidance documents you intend to use. IHSB, EPA SESD, VI Guidance, Well
Construction Rules (NCAC 2C). Note deviations or methodology planned that is not covered by
such guidance (e.g., multi -increment sampling, passive air samplers, mobile labs, Hapsite,
simultaneous indoor/outdoor radon, high -volume subslab vapor testing, PFAS sampling).
f Describe what will be installed (soil boring, temporary well, permanent well, sub slab vapor, exterior
soil gas, etc.). Include construction details.
% Discuss installation methodology (Hand Auger, DPT, etc.)
l- �— Discuss sample collection procedures. Include the following, at a minimum:
• Equipment to be used
• Purging methods and volumes

Work Plan and Report Checklist
Version 2 February 2022
® Stabilization parameters for groundwater sampling
® Field screening methods
• Leak check procedures for sub -slab vapor and exterior soil gas samples (Note this is
required)
Discuss how and when vacuum readings will be collected (for summa cans)
Discuss sample point abandonment
Section 4 — Laboratory Analyses
Discuss the proposed analyses (include method number, preparation method, if there are concerns
with short hold times, etc).
Discuss any proposed limitations on the contaminants of concern, if any, and the reason for such
limitation (sufficient previous data, indoor air interferences, etc).
f Discuss laboratory certifications. Please note, NC does not certify labs for air samples. Please
specify what certification the proposed air lab holds.
Indicate that the Reporting Limits/Method Detection Limits will meet applicable screening criteria
✓ (to the extent feasible). Include Reporting of J-Flags to meet criteria.
Indicate what Level QA/QC will be reported by the laboratory. Level II QA/QC is typically
acceptable.
Section 5 — QA/QC
✓ Specify the duplicate sample frequency. Minimum requirement: 1 duplicate per 20 samples, per
media, per method.
NfPr Discuss Trip Blank. 1 Trip Blank per cooler/shipment of groundwater VOC analyses is required.
.l Discuss how the lab will have sufficient sample volume for MS/MSD analyses.
✓ Discuss chain of custody and shipping.
Section 6 — Investigation Derived Waste (IDW) Management
✓ Discuss what IDW will be generated and how it is proposed to be managed. Management
recommendations should be in accordance with 15A NCAC 02T.1503 and 15A NCAC 02H. 0106.
Generally, if the Brownfields Property has not previously been assessed, then all IDW must be
containerized and characterized prior to management. Previous assessment data that indicate no
Hazardous Waste (listed or characteristic) is likely to be encountered in the area of proposed
assessment will be required before thin spreading of IDW on -site is permitted.
Section 7 — Reporting
This section should discuss the components of the assessment report which will be prepared as a result of
the above sample collection. At a minimum, the report shall include:
-f Reporting/summary of site work conducted for all sections outlined above in this checklist;
-- Summary of findings and possible recommendations;
�— All applicable tables and figures outlined below with the addition of:
✓ Tables for tabulated analytical data per media sampled and analyzed, compared against
applicable screening levels, sample depths and depth to groundwater;
.i Figure depicting actual sample locations collected, with each media depicted in the legend,
graphic scale and north arrow; and
/A Groundwater potentiometric map, with graphic scale and north arrow.
- Boring logs for all soil borings, newly constructed monitoring wells, and exterior soil gas locations
- Well construction and abandonment records, if applicable

Work Plan and Report Checklist
Version 2 February 2022
Firm PE/PG License Number
Individual PE/PG seal & signature

Work Plan and Report Checklist
Version 2 February 2022
Attachments
f Table 1 — Proposed Sample Locations and Analyses on a Summary Table that includes:
,/ Sample ID
Sample Objective IVA�-f
Proposed Depth(s)
Analytical Method(s)
1 QA/QC Samples
Background Samples
✓ Figure 1 — Site Location Map
1 Site location on a topographic map base
7 Graphic scale and north arrow
f Figure 2 — Site Map should include the following
✓Buildings
✓ Historical sample locations
-7RECs or other areas of concern
7 Proposed sample locations
7 Sample identification labels
1I4 Background samples r
V QA/QC samples stc. rwb►c 4 - 100,{;sK fro Ee tlt�c• is t� L�tc.i .., �a/1 abcv� �...4
-7 Graphic scale and north arrow
J High quality aerial suggested as the base map
Figure 3 — Site Potentiometric Map
- Buildings
-Groundwater sample identification labels
-Graphic scale and north arrow
Figure 4 — Site Plume Maps (groundwater, soil vapor, etc.)
3
_ Figurer Proposed Development (if available)
f Overlay of historical and proposed sample locations
✓ Graphic scale and north arrow
`� Appendix — Summary of Historical Analytical Data (if needed) — to include tables and figures only.

ATTACHMENT B
HISTORICAL ASSESSMENT TABLES AND FIGURES
Mid Atlantic

BK014637PG00391
The Brownfields Agreement between Prospective Developer and DENR is attached hereto as Exhibit
A. It sets forth the use that may be made of the Brownfields Property and the measures to be taken to
protect public health and the environment, and is required by NCGS § 130A-31032.
Attached hereto as Exhibit B is a reduction, to 8 1 /2" x 11 ", of the survey plat required by NCGS § 130A-
310.35(a). It is a plat of areas designated by DENR that has been prepared and certified by a professional land
surveyor and that meets the requirements of NCGS § 47-30. That plat contains the following information required
by NCGS § 130A-310.35(a):
(1) The location and dimensions of the areas of potential environmental concern with respect to permanently
surveyed benchmarks.
(2) The type, location and quantity of regulated substances and contaminants known to exist on the
Brownfields Property. The following tables also set forth the type and quantity of such substances:
Table A
Groundwater contaminants (in micrograms per liter (µg/L.), the equivalent of parts per billion), the standards
for which are in Title 15A of the North Carolina Administrative Code, Subchapter 2L, Rule .0202 (January 1, 2010
version with December 1, 2010 Interim Maximum Allowable Concentration update):
Groundwater
Contaminant
Sample
Location
Date of
Maximum
Cone.
Sampling
Maximum
Cone.
(µme)
Date of Most
Recent
Sampling
Most
Recent
Cone.
above
Std.
Standard
(µme )
(µ91L)
TRC-5
9/23/2004
6,600
6/14/2005
5,300
TRC-5R
3/25/10
5,000
9/15/2010
2,300
TRC-7
6/14/2005
640
6/14/2005
640
T-GP3
7/14/2000
17
7/14/2000
17
Benzene
1.0
T-GP23
7/17/2000
4.4
7/17/2000
4.4
C-GP6
7/17/2000
20
7/17/2000
20
C-GPI1
7/17/2000
58
7/17/2000
58
PB-1
2002
47
2002
47
PB-2
2002
43J
2002
43J
PB-3
2002
6.3J
2002
6.3J
I,1-Dichloraethene
TRC-I
12/16/2002
30
12/16/2002
30
7
TRC-8
12/13/2002
44
12/13/2002
44
1,2-Dichloroethane
TRC-6D
9/19/2003
1.7
9/19/2003
1.7
0.4
NSB-I
9/16/2003
1.1
9/16/2003
1.1

8KO14637PGO0392
Groundwater
Contaminant
Sample
Location
Date of
Maximum
�° lin
Sampling
Maximum
Maximum
(µ9/0
Date of Most
SamRecpling
Sam Im
Most
Recent
Conc.
above
Std.
WIL)
Standard
IµgrL)
NSB-2
9/16/2003
2.4
9/16/2003
2.4
S B-3 5
10/29/2002
14
10/29/2002
14
Ethylbenzene
TRC-5
6/14/2005
4,100
6/14/2005
4,100
600
TRC-5R
3/25/2010
4,400
9/15/2010
2,500
TRC-7
6/14/2005
1,900
6/14/2005
1,900
Isopropylbenzene
gaup) 5
9/23/2004
150
9/23/2004
150
70
Manganese
TRC-5R
12/11/07
9,700
3/25/10
6,600
50
1-Methylnaphthalene
TRC-5
6/14/2005
550
6/14/2005
550
PQL
TRC-5R
3/25/2010
300
9/15/2010
230
TRC-7
6/14/2005
300
6/14/2005
300
2-Methylnaphthalene
TRC-5
6/14/2005
640
6/14/2005
640
30
TRC-5R
3/25/2010
360
9/15/2010
260
TRC-7
6/14/2005
120
6/14/2005
120
T-GP3
7/14/2000
54
7/14/2000
54
C-GPI1
7/17/2000
130
7/17/2000
130
Naphthalene
SB-14
10/31 /2002
100
10/31 /2002
100
6.0
SB-35
10/29/2002
1,500
10/29/2002
1,500
NSB-1
9/16/2003
130 1
9/16/2003
130
TRC-5
6/15/2005
9,400
6/15/2005
9,400
TRC-5R
6/11/2008
4,200
9/15/2010
3,200
TRC-7
6/14/2005
1,400
6/14/2005
1,400
TRC-8
12/13/2002
46
6/15/2005
<10
MW-2
12/23/2002
100
12/23/2002
100
MW-3
12/16/2002
210
12/16/2002
210
T-GP3
7/14/2000
560
7/14/2000
560
T-GP23
7/17/2000
270
7/17/2000
270
C-GP6
7/17/2000
110
7/17/2000
110
C-GP11
7/17/2000
630
7/17/2000
630
PB-2
2002
92
2002
92
PB-3
2002
1,000
2002
1,000

BK0HNNG00393
Groundwater
Contaminant
Sample
P
Location
Date of
Maximum
Conc.
Sampling
Maximum
Conc.
(µme)
Date of Most
Recent
Sampling
Most
Recent
Cone.
above
Std.
Standard
6191L)
W/L)
Styrene
TRC-5
9/23/2004
300
9/23/2004
300
70
M W-2
12/23/2002
180
12/23/2002
180
TRC-6
12/23/2002
66
12/23/2002
66
Tetrachloroethene
0.7
TRC-6D
9/19/2003
2.2
9/19/2003
2.2
MW-3
12/16/2002
53
12/16/2002
53
NSB-9
9/2004
51E
9/2004
51E
Toluene
TRC-5
9/23/2004
5,100
6/14/2005
4,700
600
TRC-5R
9/23/2008
1,000
9/15/2010
730
TRC-1
12/16/2002
32
12/16/2002
32
Trichloroethene
3
TRC-8
2002
38
2002
38
T-GP3
7/14/2000
120
7/14/2000
120
T-GP23
7/17/2000
25
7/17/2000
25
1RC-5
9/23/2004
31700
6/14/2005
3,500
Xylenes (total)
500
TRC-5R
3/25/2010
1,750
9/15/2010
1,300
TRC-7
6/14/2005
790
6/14/2005
790
Conc. = Concentration; Std.= Standard
E=Estimated Concentration
*Samples extracted outside of EPA -recommended holding time.
Note: certain concentrations of benzene, 1, 1-dichloroethene, naphthalene, tetrachloroethene, toluene,
trichloroethene, and xylenes in groundwater also exceed industrial and residential screening levels for vapor
intrusion (IHSB, October 2010).
PQL=Practical Quantitation Limit (which is the standard for non -naturally occurring groundwater contaminants
with no established standard)
J=Estimated Value
Table B
Soil contaminants (in milligrams per kilogram (mg/kg), the equivalent of parts per million), the standards for
which are derived using the Guidelines of the Inactive Hazardous Sites Branch of DENR's Superfund Section
(October 2010 version):
4

BK014537PG00394
Soil
Contaminant
Sample
Location
Approx
Depth
(ft)
Date of Max.
Concentration
Sampling
Maximum
Concentration
above Std.
m
Standard
(mglkg)
Acenaphthylene
A2-SW-1
VC
03/06/07
1.3
PQL
A2-SW-6
VC
3/13/07
IAJ
A2-SW-7
VC
3/13/07
1.01
A2-BASE-I
4
03/09/07
2.6
A2-BASE-2
18
03/13/07
0.55J
C-SW-I
VC
03/20/07
1.7J
C-CULSW-I
VC
04/24/07
2.1J
SB-13
11
10/28/02
1.8
NSB-1
10.5-11
9/3/03
0.41
A-1
6
2003
0.22J
A-3
9
2003
3.3J
B-2
10
1 2003
1.2
MWH-SW-01
2-3
2/23/11
3.1
MWH-SW-02
2-3
2/23/11
10
Benzene
AI-SW-1
VC
03/12/07
3.6
1.1
A3-SW-3
VC
04/17/07
26
SB-11
BExc.
10/28/02
2.113
A-3
9
2003
11
Benzo(a)anthracene
Al-SW-2
VC
03/13/07
0.72
0.15
A2-SW-1
VC
03/06/07
5.5
A2-SW-5
VC
03/09/07
0.16J
A2-SW-6
VC
03/13/07
15
A2-SW-7
VC
03/13/07
11
A2-SW-11
VC
04/23/07
3.7J
A2-SW-12
VC
04/23/07
4.1
A2-BASE-I
4
03/09/07
4.8
A2-BASE-2
18
03/13/07
6.9
A2-BASE-3
3
03/13/07
0.12J
A3-SW-2
VC
04/17/07
10
A3-SW-3
VC
04/17/07
43
B-GHSW-9
VC
04/17/07
18
C-SW-1
VC
03/20/07
28
C-SW-14
VC
04/19/07
3.6J
C-CULSW-I
VC
04/10/07
25

8KO14637PGO0396
Soil
Contaminant
Sample
Location
Approx
Depth
(ft}
Date of Max.
Concentration
Sampling
Maximum
Concentration
above Std.
m
Standard
(mg/kg)
C-CULSW-2
VC
04/10/07
10
SB-I
3-5
10/30/02
1.7
SB-2
2-4
10/30/02
1.7
SB-3
4-6
Il/l/02
0.74
SB-8
12-14
10/28/02
22
SB-13
11
10/28/02
0.78
SB-22
0-2
10/30/02
1.7
SB-23
1-3
1 10/30/02
0.99
SB-37
0-2
10/29/02
2.0
SB-41
4-6
11/1/02
2.3
NSB-I
10.5-11
9/3/03
1.3
A-1
6
2003
3.6
A-4
20
2003
0.61
B-1
I
2003
1.1
B-2
10
2003
4.0
B-3
10
2003
1.4
MWH-SW-01
2-3
2/23/11
10
MWH-SW-02
2-3
2/23/11
100
Benzo(a}pyrene
AI-SW-2
VC
03/13/07
0.89
0.015
A2-SW-1
VC
03/06/07
7.1
A2-SW-5
VC
03/09/07
0.24
A2-SW-6
VC
03/13/07
23
A2-SW-7
VC
03/13/07
16
A2-SW-11
VC
04/23/07
4.8
A2-SW-12
VC
04/23/07
5.7
A2-BASE-1
4
03/09/07
4.8
A2-BASE-2
18
03/13/07
11
A2-BASE-3
3
03/13/07
0.151
A3-SW-2
VC
04/17/07
8.01
A3-SW-3
VC
04/17/07
40
B-GHSW-9
VC
04/17/07
14
C-SW-I
VC
03/20/07
9.2
C-SW-I4
VC
04/19/07
4.8
C-CULSW-1
VC 1
04/10/07
19

8KC14637PGO0396
Soil
Contaminant
Sample
Location
Approx
Depth
(fl)
Date of Max.
Concentration
Sampling
Maximum
Concentration
above Std.
m
Standard
(mg&g)
C-CULSW-2
VC
04/10/07
9.5
SB-1
3-5
10/30/02
0.87
SB-2
2-4
10/30/02
1.9
SB-3
4-6
ll/l/02
0.56
SB-8
12-14
10/28/02
20
SB-13
11
10/28/02
0.63
SB-22
0-2
10/30/02
1.4
SB-23
1-3
10/30/02
0.95
SB-37
0-2
10/29/02
1.9
SB-41
4-6
11/1/02
1.4
NSB-1
10.5-11
9/3/03
0.97
A-1
6
2003
5.8
A-4
20
2003
0.9
B-1
11
2003
1.4
B-2
10
2003
6.8
B-3
10
2003
2.2
MWH-SW-01
2-3
2/23/11
6.0
MWH-SW-02
2-3
2/23/11
97
Benzo(b)
fluoranthene
AI-SW-2
VC
03/13/07
1.1
0.15
A2-SW-1
VC
03/06/07
7.1
A2-SW-5
VC
03/09/07
0.2
A2-SW-6
VC
03/13/07
30
A2-SW-7
VC
03/13/07
14
A2-SW-12
VC
04/23/07
6.5
A2-BASE-1
4
03/09/07
3.4
A2-BASE-2
18
03/13/07
11
A3-SW-2
VC
04/17/07
11
A3-SW-3
VC
04/17/07
37
B-GHSW-9
VC
04/17/07
18
C-SW-1
VC
03/20/07
3.7J
C-SW-14
VC
04/19/07
4.2
C-CULSW-1
VC
04/10/07
22
C-CULSW-2
VC
04/10/07
8.4
SB-1
3-5
10/30/02 1
1.2

8KO14537PGO0397
Soil
Contaminant
Sample
Location
Approx
Depth
eft)
Date of Max.
Concentration
Sampling
Maximum
Concentration
above Std.
m
Standard
(mg/kg)
SB-3
4-6
10/30/02
0.72
SB-8
12-14
10/28/02
15
SB-13
11
10/28/02
0.39
SB-22
0-2
10/30/02
1.2
SB-23
1-3
10/30/02
1.7
SB-37
0-2
10/29/02
2.2
SB-41
4-6
11/l/02
1.8
NSB-1
10.5-11
1 9/3/03
0.92
A-1
6
2003
2.5
A-4
20
2003
0.46
B-1
I
2003
0.87
B-2
10
2003
4.3
B-3
10
2003
1.2
MWH-SW-01
2-3
2/23/11
19
MWH-SW-02
2-3
2/23/11
88
Benry,i)
ene
perylene
AI-SW-2
VC
03/13/07
0.46
PQL
A2-SW-1
VC
03/06/07
4.4
A2-SW-5
VC
03/09/07
0.151
A2-SW-6
VC
03/13/07
16
A2-SW-7
VC
03/13/07
12
A2-SW-12
VC
04/23/07
4.1
A2-BASE-1
4
03/09/07
1.8
A2-BASE-2
18
03/13/07
7.4
A3-SW-2
VC
04/17/07
5.01
A3-SW-3
VC
04/17/07
20
B-GHSW-9
VC
04/17/07
9.5
C-SW-1
VC
03/20/07
2.5J
C-CULSW-1
VC
04/10/07
]5
C-CULSW-2
VC
04/10/07
6.9J
SB-3
4-6
11/1/02
0.55
SB-8
12-14
10/28/02
9.6
SB-23
1-3
10/30/02
1.7
SB-37
1 0-2
10/29/02
1.3
SB-41
1 4-6
11/1/02
1.1

BKO14537PGO0398
Soil
Contaminant
Sample
Location
Approx
Depth
(ft)
Date of Max.
Concentration
Sampling
Maximum
Concentration
above Std.
m
Standard
(mg/kg)
NSB-1
10.5-11
9/3/03
0.64
A-1
6
2003
6.0
A-4
20
2003
0.54
B-1
11
2003
1.2
B-2
10
2003
5.7
B-3
10
2003
1.9
MWH-SW-01
2-3
2/23/11
7.0
MWH-SW-02
2-3
2/23/11
29
Benzo(k)
fluoranthene
A2-SW-1
VC
03/06/07
4.2
1.5
A2-SW-6
VC
03/13/07
28
A2-SW-7
VC
03/13/07
15
A2-SW-12
VC
04/23/07
5.4
A2-BASE-1
4
03/09/07
3A
A2-BASE-2
18
03/13/07
9.9
A3-SW-2
VC
04/17/07
9.01
A3-SW-3
VC
04/17/07
28
B-GHSW-9
VC
04/17/07
17
C-SW-1
VC
03/20/07
4.OJ
C-SW-14
VC
04/19/07
3.8J
C-CULSW-I
VC
04/10/07
18
C-CULSW-2
VC
04/10/07
7.8J
SB-2
24
10/30/02
3.0
SB-8
12-14
10/28/02
14
SB-37
0-2
10/29/02
1.8
SB-41
4-6
11 /1 /02
1.5
A-1
6
2003
5.8
B-2
10
2003
6.8
B-3
10
2003
2.2
MWH-SW-01
2-3
2/23111
5.0
MWH-SW-02
2-3
2/23/11
36
Chrysene
A3-SW-3
VC
04/17/07
36
15
B-GHSW-9
VC
04/17/07
17
C-SW-1
VC
03/20/07
24
C-CULSW-I
VC
04/10/07
26
9

8KC14537PGO0399
Soil
Contaminant
Sample
Location
Approx
Depth
(ft)
Date of Max.
Concentration
Sampling
Maximum
Concentration
above Std.
m
Standard
(mg/kg)
SB-8
12-14
10/28/02
20
MWH-SW-02
2-3
1 2/23/11
93
Dibenzo(a,h)
anthracene
Al-SW-2
VC
03/13/07
0.16J
0.015
A2-SW-1
VC
03/06/07
1.8
A2-SW-6
VC
03/13/07
4.8
A2-SW-7
VC
03/13/07
4.0
A2-BASE-1
4
03/09/07
0.69J
A2-BASE-2
18
03/13/07
2.5
C-CULSW-1
VC
04/10/07
3.8J
A-1
6
2003
1.8
B-1
11
2003
0.54
B-2
10
2003
1.5
B-3
10
2003
0.66
MWH-SW-01
2-3
2/23/11
1.9
MWH-SW-02
2-3
2/23/11
11
Dibenzofuran
A3-SW-3
VC
04/17/07
65
16
C-SW-1
VC
03/20/07
17
3'3'
Dichlorobenzidine
AI-SW-2
VC
03/13/07
1.7
1.1
Ethylbenzene
A3-SW-3
VC
04/18/07
23
5.4
C-SW-1
VC
03/20/07
7.7
SB-12
16-17
10/28/02
8.2
A-3
9
2003
48
Indeno(1,2,3-
cd)pyrene
Al-SW-2
VC
03/13/07
0.52
0.15
A2-SW-1
VC
03/06/07
5.1
A2-SW-5
VC
03/09/07
0.16J
A2-SW-6
VC
03/13/07
18
A2-SW-7
VC
03/13/07
14
A2-SW-12
VC
04/23/07
5.1
A2-BASE-I
4
03/09/07
1.9
A2-BASE-2
18
03/13/07
8.8
A3-SW-2
VC
04/17/07
6.8J
A3-SW-3
VC
04/17/07
24
B-GHSW-9
VC
04/17/07
12
10

8KO14537PG00400
Soil
Contaminant
Sample
Location
Approx
Depth
ift)
Date of Max.
Concentration
Sampling
Maximum
Concentration
above Std.
m
Standard
(m&9)
C-SW-I
VC
03/20/07
3.3.1
C-CULSW-I
VC
04/10/07
19
C-CULSW-2
VC
04/10/07
7.8
SB-3
4-6
ll/l/02
0.6
SB-8
12-14
10/28/02
9.4
SB-41
4-6
l l/l/02
1.2
NSB-1
10.5-11
9/3/03
0.69
A-1
6
2003
6.3
A-4
20
2003
0.71
B-1
11
2003
1.4
B-2
10
2003
6.7
B-3
10
2003
2.1
MWH-SW-01
2-3
2/23/11
7.0
MWH-SW-02
2-3
2/23/11
28
1
Methyinaphthalene
A2-BASE-1
4
03/09/07
65
22
A3-SW-3
VC
04/17/07
59
C-SW-I
VC
03/20l07
170
2-
Methylnaphthalene
A2-BASE-1
4
03/09/07
65
63
A3-SW-3
VC
1 04/17/07
79
C-SW-1
VC
03/20/07
240
A-3
9
2003
110
Naphthalene
A2-BASE-1
4
03/09/07
73
3.6
A3-SW-2
VC
04/17/07
41
A3-SW-3
VC
04/17/07
430
C-SW-I
VC
03/20/07
200
C-CULSW-I
VC
04/10/07
6.2
C-CULSW-2
VC
04/10/07
11
SB-8
12-14
10/29/02
25
A-3
9
2003
550
A-4
20
2003
20
B-2
10
2003
27
MWH-SW-02
2-3
2/23/11
5.2
Phenanthrene
Al-SW-1
VC
03/12/07
0.13J
PQL
AI-SW-2
VC
03/13/07
1.1
11

BKO14637PGO0401
Soil
Contaminant
Sample
Location
Approx
Depth
(ft)
Date of Max.
Concentration
Sampling
Maximum
Concentration
above Std.
m
Standard
(mg/kg)
A2-SW-1
VC
03/06/07
0.34J
A2-SW-5
VC
03/09/07
0.38J
A2-SW-6
VC
03/13/07
13
A2-SW-7
VC
03/13/07
16
A2-SW-11
VC
04/23/07
6.1
A2-SW-12
VC
04/23/07
2.2J
A2-BASE-1
4
03/09/07
47
A2-BASE-2
18
03/13/07
7.9
A2-BASE-3
3
03/13/07
0.15
A3-SW-2
VC
04/17/07
7.6J
A3-SW-3
VC
04/17/07
320
B-GHSW-9
VC
04/17/07
4AJ
C-SW-1
VC
03/20/07
170
C-SW-14
VC
04/19/07
)AJ
C-CULSW-I
VC
04/10/07
31
C-CULSW-2
VC
04/10/07
13
SB-2
24
10/30/02
1.4
SB-8
12-14
10/28/02
62
SB-13
11
10/28/02
6.2
NSB-I
10.5-11 1
9/3/03
2.3
A-1
6
2003
5.4
A-3
9
2003
9.0
A4
20
2003
8.4
B-1
11
2003
2.2
B-2
10
2003
17
B-3
10
2003
3.8
B-5
12
2003
0.95
MWH-SW-01
2-3
2/23/I1
6.0
[VWH-SW-02
2-3
2/23/11
310
VC=Vertical composite from ground surface to top of water table
BExc.=Sample obtained below excavation at unspecified depth
PQL=Practical Quantitation Limit (which is the standard for non -naturally occurring contaminants with no
established standard)
J= Estimated Value
D=Lab duplicate run after dilution
12

8KO14537PGO0402
Table C
Sediment contaminants (in milligrams per kilogram (µg/L), the equivalent of parts per million), the
standards for which are derived using the Guidelines of the Inactive Hazardous Sites Branch of DENR's
Superfund Section (October 2010 version):
Approx.
Date of Max.
Maximum
Sediment
Sample
Depth
Concentration
Concentration
Standard
Contaminant
Location
(ft}
above Std.
(mg/k
(mg/kg)
m
Benzo(a)pyrene
SD-2
Surface
12/3/2002
0.44
0.015
Benzo(g,h,i)
perylene
SD-2
Surface
12/3/2002
0.44
PQL
PQL=Practical Quantitation Limit (which is the standard for non -naturally occurring contaminants with no
established standard)
Table D
Surface water contaminants (in micrograms per liter (µg/L), the equivalent of parts per billion), the
standards for which are derived using the NCAC 15A 2B standards (February 15, 2010):
Approx.
Date of Max.
Maximum
Surface Water
Sample
Depth
Concentration
Concentration
Standard
Contaminant
Location
lin
Sampg
above Std.
(µg/L)
(11)
(992)
Tetrachloroethene
SW-4
Surface
12/3/2002
15
3.3
Attached hereto as Exhibit C is a legal description of the Brownfields Property that would be sufficient as a
description of the property in an instrument of conveyance.
LAND USE RESTRICTIONS
NCGS 130A-310.35(a) also requires that the Notice identify any restrictions on the current and future use of
the Brownfields Property that are necessary or useful to maintain the level of protection appropriate for the
designated current or future use of the Brownfields Property and that are designated in the Brownfields Agreement.
The restrictions shall remain in force in perpetuity unless canceled by the Secretary of DENR (or its successor
in function), or his/her designee, after the hazards have been eliminated, pursuant to NCGS § 130A-31035(e).
All references to DENR shall be understood to include any successor in function. The restrictions are hereby
imposed on the Brownfields Property, and are as follows:
1. No use may be made of the Brownfields Property other than for light industrial
(including without limitation construction comnany offices and warehouses), other office and retail
purposes, as well as for parking areas, service drives, a city street extension, high -density residential and
gymnasium purposes, as well as any additional commercial uses DENR approves in writing in advance.
Within the meaning of this restriction, the following definitions apply:
13

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NCGS SOUTHERN"
N 737,906.65-GRID WAKE COUNTY, MC 156
E 2,104,251.26-GRID LAURA M R I DD ICK
PUBLISHED NA V9188 ELEV-314.39' REGISTER OF DEEDS
LA T 35 46 37.17457"(N)
LONG 783854.71526"(W) PRESENTED & RECORDED OM
SOIL DATA s fir,
11/14/2011 AT 11:6S:37
SOIL BOUNDARY LINE PROVIDED BYAMEC �O , JOINT DRIVEWAY ACCESS AGREEMENT
AREA OF CLEAN FILL 2.066 ACRES(TRACTI) a' ul (DB 931, PG 531)
�- CONTROL CORNER BOOK : B M2011 PAGE : 01133
0.601 ACRES(TRACT2) ��+ N 737,649.06
SEE SHEET 3 OF 3 FOR CONTAMINATION TABLES AT cJ c1\ E 2,104, 417.30
SAMPLE POINTS MAX BANES PROPERTY
/ (BM 1920, PG 040)
N/F
W.J. HINES SR.
& INEZ R. HINES
/ PIN # 1703473624 �� L DISCS
SURVEYORS CERTIFICATE
I, RICHARD T. WIECZOREK, AS A PROFESSIONAL LAND SURVEYOR IN THE STATE OF NORTH CAROLINA, DO HEREBY
CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM ANACTUAL SURVEY MADE UNDER MY
SUPERVISION AND COMPLETED ON 0312812011, USING THE REFERENCES SOWN HEREON; THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN THE REFERENCES SHOWN HEREON;
THAT THE RATIO OF PRECISION AS CALCULATED IS 1: 63,000 +; THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH
NORTH CAROLINA GENERAL STATUTES 47-30, AS AMENDED, WITNESS MY ORIGINAL SIGNATURE, AND SEAL THIS 26TH
DAY OFOCTOBER, A.D., 2011,
TYPE OF PLAT
I, RICHARD T. WIECZOREK, AS A PROFESSIONAL LAND SURVEYOR No. L-4846, CERTIFY TO ONE OR MORE OF THE
FOLLOWING;
i) THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND AND THAT THIS SURVEY IS OF ANOTHER
CATEGORY.
2) THAT THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND AMD DOES NOT CREATE A NEW STREET OR
0
CHANGE AN EXISTING STREET.
w
3 THAT THE PLANIMETRIC AND TOPOGRAPHIC INFORMATION DEPICTED ON TMe MAP COMPLIES WITH NATIONAL MAP
a
fe,r �., - _ - - - -_ -- DB 3825 PG 653
p STOT BM 1920 PG 40 ? � ACCURACY STANDARDS AND THE REQUIREMENTS OF THE STANDARDS 0= PRACTICE FOR LAND SURVEYING IN NORTH
- RIM ELEV=295.20 ? \ CAROLINA (21 NCAC 56.1600). oD
( ) ZONED = IND 2 ? �� \ %� ti
Al_ INV OUT SW=293.50
_� o k G � � NORFOLK AND SOUTHERN RR COMPANY N N
Ci \ Off^ 0� �a�h 4p` PARCEL /S 20C -
.O P L LINE SCALED FROM VAL MAP V 24 v7
- / ///J
������►rli J H U
\ - --- - / 0 �j DATED 4 FEB 1929 (SEE NOTE 4) �i % Ly ��� cA Z G� 4
' -VICINITY MAP (1'•=1/2MILE) I' - l�� " G� ' / t �� � ��.0 p<j' N Q w +Y
RICHARD T. WIECZOREK LICENSE NO. L-4846 ` OF - %O,, U Z U m
,�' ` 1`, ***SEE SHEET 2 OF 3 FOR SURVEY NOTES*** Y
LINE LEGEND a�G 1 %PF ry �� ,�.� `\ �.�s 1 �C`� VA _• _ � �. Z
( ) O ; �' �\��� � RAVfZ� - - ''� i L-48 ` U) W W Z
PROPERTY LINE PL \ g5�� 1 %PF i 1 w
C 1 .r O/ l 0 }J ~
STOT 2O .��1��y�Q ;'�,�✓> Q O W
- PL NOT SURVEYED \`� ` \` , ` \, \ ` 1 ` �l'RVF ,• '
RIM ELEV=294.95 � � i / i � 11 ` � '• � W `� U
RAIL ROAD BOUNDARY LINE INV OUT (SE)=291.95 cn i� ? S�jO `� `\ Pl` f�A ` \ , 'p- 0 �'A f) C���; W w Q O J
--------------------- EDGE OF GRAVEL INV IN NE =293.25 " ` V ,� ` \ \ \ '►' LV W E U) � 4
EDGE OF RIPRAP o a - \ Cii Tq ♦ LG 92 r r I e o _ U 0') Z
SSMH Q GAS TEST `�O �Q2� �o I 91- O� �. 65
- - - - - - - - - - -EDGE OF LANDSCAPING - 2 \ k } 48 CIP O O Cn
RIM ELEV-29385 U PIPES o� G' I ti �. Q '� J
CURB & GUTTER PT 5000 INV CL=286.15 \� GATE V�-POWERWERNEL ti + \ ` 1i N INV ELEV=283.25 �q 2,y t� S LE- W Q
(PT OF LOCALIZA nON) , PL DISC \ , ` \ ` ` ` \ t �ji O Lu 0 z W U
- 0 0 o CHAIN -LINK FENCE IlPF BOX 48'RCP L 'A }
NAIL SET ` 1 i `5/8/RS ti I Z 2
`L ��GA7E ►:i RAVEL ` 11 INV ELEV=284.55 Z V) t.
N 737,508.89-GRID SB-37 ,�• �� a N C Grid - NAD 83 _J W O
�•••••••••••••� WALL 5691430"E SENSORS ��� ti��� CONCRETE WALLED a-, v (NSRS2007) i IZ W
OVERHEAD UTILITY WIRES E 2,104,34518-GRID 10.24'(T/E) r_ Q
ELEV 291.08 STOT' 29a� s'`-_-_ ` 1 \` �. sr, \ 3 Q O z
RIM ELEV=290.15 AFT' --------_ " ;B-8 ` �s� (PEN AIR STORAGE BUNKERS 8 Z �-- CD
CD
STORM DRAINAGE PIPE LONG 78'38'S359253"(W) IN OUT (S)=287.65 r� ql�C _ 515 `UL V£l` , ` 1 _ \ 1 ` ` B \ \ `\ TYP/CAL) O I
-SS-SS-SS-GRAVITY SEWER /NV /N NW =28785 ' - ` ` ` \ - w ch
5P ARI r ;� M
CONTOUR MAJOR � � l V L V=�8.1. 5 � - I � � �� Z > ttl
CONTROL CORNER mod" �� W-2 i t�D
CONTOUR MINOR N 737,505.28 AlN SB-11
- �&AJ-S
NSB-1� LE N
\ o
---Ts-----,r-----n ----- � --TOP OF BANK E 2,104,354.78 z � \W-3 1%29 ILL.O I
om
---es-----as------ee--- BOTTOM OF BANK STGI \ SB-35` 1 �. .t �� ;!♦ �\� \ p J LLLI
---- - ---- _ Rio �`` ,�,\` 1\ h f .. a
-��-�{-�♦---RAILROAD CENTERLINE GRATE �E� 286.35 SB-1 A3-SW-2►ii1 �` , `\ \,1ry ` d' �� \`\�♦ V`,� Q vOj 4 I
NV OUT SE 285 05 T ,V/ S¢} -1 s o �,
-- -- CLEAN SOIL BOUNDARY .�,�� SD 2 SB-22 't'A2 ��W� 21 �/�y, ,\ ` ` , 1 A2-S S,'L1 1\ ' ♦♦ ��\``' J Q I
sror P 1` ` `` C s F I� 0
SYMBOLLEGEND
•
PROPERTY CORNER FOUND
O
PROPERTY CORNER SET
DATUM CONTROL POINT
•
BOLLARD
- -
SIGN
RIM ELEV=288.20 Q -= Lu
INV OUT (S)=285.30 � Pl,PERACi� STGI / ` `` , �' x � �`� � m
Q MWN-SW-02 ►
INV /N (N)=285.50 Cj GRATE ELEV=286.00 /^ ` �'� 1 1 1 ` A?-BASE-1 ` - ,♦ ��`�� a I w
INV OUT (sE)=282.70EL
�, r,`
INV /N NW _283.80 M -SW-Of , \ ` ``` 1 A2 `SW-1 , ,�`� Lu
s
177 -8 ( )- NSB-2 ` ` 9 , ` ` A AS -2 ♦ ♦�
I a
INV /N (W)-282.70 \ ` , 1 NSB-9 ` A2-SW-6 , \ \,
' METAL ` N/F \, ` +�'; ` \\\ A ySE-3 ♦��`.
CLANCY AND THEYS , \ \ ` 1 1,
m se-2 ELEC CONSTRUCTION COMPANY�sB-23 ao IB JIuN�i3Ok T- �P23 �♦
PIN # 1703 47-5257 /C SW-14 (�� e_� \ \ 1 \ .` ^��
D Z O G DB 14387 PG 1279 1 , \ 1 1 1` 1 ` �' ` 1 , ` I ` \ 1, PB-1 _ 1` �s� . .� n D"
Q STORM DRAINAGE MANHOLE ABBREVIATIONS ZONED = IND-2 ` ` , ,�\ ,?'y ` �` \ \ RAVE4 \ \ C `` ` ` k'A , �\ O a.
=
0 GRATED INLET BM BOOK OF MAPS 3 (TRACT 1 •4.08 ACRES) 1 " � RA•V L `\ , \ `, ` \ ` \ , `1 1 , V , . , LL }- U x Q
CED CEDAR SPEE (/(\ i� � PB- Is, P -3 \
OPEN THROAT CURB INLET CIP CAST IRON PIPE V ? B! I 1 \ h ` ` , V, \ ` ,` 1^,.` \,`, ++ _ \� }�J//'�r� \ ; 2ocEo J
INLET \ \ \, \ \ ` ` \ , \ ` ` T, ` ` ` ` \ ` \ LtJ 1 /PF�� 0 O O Z
CL CENTERLINE V STQR 8MAP rRCSR B_g T _ `I g 2
�X LIGHT POLE CLF CHAIN -LINK FENCE STOT Q WATER BRICK i�
CMF CONCRETE MONUMENT FOUND R/M ELEV=286. 15 HH �(fILO/f)!{* s.} I ASPHALT , 1, ` \ ` ` , r \` ` 11 `\ ` ` ` ` k \\, o \ 1 ` I�h °y U V O
UTILITY POLE CPP CORRUGATED PLASTIC PIPE INV OUT (S)=283.25 CD �7� c ` \ 1 ` A-4 ` \ 1 - ` 3 I 0 = U
ELEC ELECTRIC O t\ , ®-60 / \ \ ` ` 1 \ \ ` `\ ` , - - �- i 1R,-5 �`a`; C 1 �� , ` \ K \ ,\ \ �n f 1 %PF V /af
W =
UTILITY POLE WITH DROP ELEV ELEVATION Z /RR,., oMAP , \ 1 1 ` , j/2 R �_,,� �
DB DEED BOOK INV /N N =283.45
c� ` ` ` \ Al SW 2 l.ri.\�,� A A-1 0.25E,r51V (A I--
�o "� CTRL; k. I i \ \ \ F �� - -_2s5 8T°35'00"W -=2-- I 6CL- _ -'f�S 14 � ;; of CORNER) Z rLL
UTILITY POLE WITH LIGHT FFE FINISHED FLOOR ELEVATION 0 RAM ..ELEC , �: - - 2gg -- - 5 8 IRS z N 0
HH HAND HOLE - - o R
UTILITY POLE LIGHT & DROP HOL HOLLY 8MAP �, IOMAP C-CULS� 2� \ \C� 1-1/2"IRF - 1 `� Z
I "IRF C _ - ' - /� , ` \ ` `a 1, / I A l -SW-1 I ( POSSIBLE W w } W _
INV INVERT `` 2-STORY W =
GUY WIRE ANCHOR IPF IRON PIPE FOUND ,. - _ `1 ` ` IIi METAL = W O
N� _ - - ` ` \ j �` I I I 2-STORY ✓UNC77ON BOX M IY
IRF IRON ROD FOUND ? ` ?sr �1 2"IRS y BU/LD/N 0 = O W
2PEAR / + \ ` \ `� / G I METAL I COCA nON I - ti U J
0 ELECTRIC CONTROL BOX IRR IRRIGATION STOT ' ELEC SB-3 /(`� \ ` , 1 ` �' ` S , I CONC PAD FFE=296. 10 I .�
L ( BUILDING ���, p r
IRS IRON ROD SET RIM ELEV=284.55 PANEL ASPHAL T C-CULS'W-1 1 1 , 1 �Sw-4 ENCROACHES 2.85'. - _ - - - - p O O O (n
Ftl ELECTRIC TRANSFORMER MAP MAPLE INV OUT (S)=281.35 SrG/ \ 1 \ i o '►Ill 1 , •6ZLF` ' - - - J I I 24 RCP c� Z
ELEC g 80 14'52' '
MW MONITORING WELL INV IN (N)=281.55 GRA TE ELEV-282 70 /NV-2 3.4P \ I I lNV=298.40 Q Z p
ELECTRIC METER MYR MYRTLE CONDUIT INV CL=270.70 , 1 \ \ `` 1 37- o s I I
N/F NOW OR FORMERLY , t LIMIT LINE)
® HVAC UNIT PEC PECAN T-\` ^ ' ,� gRpWNFIELDS PLA / h �� F I I �. (/) z m
PG PAGE 2 5 B-GHSW- / 0 INV= 84 70 I i
GAS VALVE PL PROPERTY LINE e w<a r / / / STGI I U
P.O.B. POINT OF BEGINNING V p \ \ / / / / �� / i I J U
© GAS METER PKF PK NAIL FOUND ? o � .j�SB-41 �� / �/ / / / // / / I GRA7t= ELEV-309.25 LL �'
// la i I STGI I W LL (n W
SSMH \ �� / / / / / / GRATE ELEV=290.50 INV CL=302.25 ( I� _ O W Y
GAS TEST STATION RCP REINFORCED CONCFETE PIPE POINTPT RlM T (S)=281, 90 ,p © ` \ / / / N
b �'� �` r / / / / / / l ., INV OUT (NW)=287, 10 I I 'L X U- Q
INV OUT (S)-281. f0 OGAS GA 7E , / EXCLUDED FROM THE % h ' W N
R/W RIGHT-OF-WAY INV /N N 281.20 `� 4 RISERS ` / O. I ( Z
S SEWER MANHOLE I O= Q CTRL ` p. / / / / "' CONC_ � (0 L11 W' O
O SEW STRAND BARBED WIPE l44 GA7E , ` 1 r�//QV BROWNF/ELDS PROPERTY / /; oa _ 1 I
• SEWER CLEANOUT SD SEDIMENT STOT �0 / / / M 2 ' N/F
RIM ELEV=281.60 4 � 'zMYR BOX A (TRACT2-0.68ACRES) / / " ;90 srGi I I co d
SF SQUARE FEET 4+ _ _ ` �' Q ASPHALT / GRATE ELEV=2873o CLANCY PROPERTIES, LLC I I O O
INV CL=279.50 �" LATE ` "� / / /
TELEPHONE PEDESTAL SSMH SANITARY MANHOLE �4, ' I /3SBW TRC-� GA C7RL �� ���� / / �/ / /�� 3> :. PIN #1703477144 I I n/
STGI STORM GRATE C9�-___. i !L.
FIRE HYDRANT 2 4 1 CAMERA ` `1� �� / /, / / // / / / / /� - % DB 8440 PG 1968 � D.
STMH STORM MANHOLE BRICKLu
I
C��' BM 1999 PG 2218 ��-
STOT OPEN THROAT INLET �- p 24MAP \ COLUMN ,) �� / / // / / /
® WATER METER 571UH �� � ® GAS FARM " / / // ELEC � / � � / / / // / / � - � �i ZONED =IND-2
RIM ELEV=282.65 h - h �/ / /// // //---------_
• 1/2 IRF'- � � - - - -- - ._ - V REVISIONS:
HATCH LEGEND
CONCRETE
BUILDING
AREA OF CLEAN FILL(TRACT 1)
AREA OF CLEAN FILL(TRACT 2)
- Q - - �� SHUTOFF - -
e WATER VALVE INV OUT (E)=279.80 I �
DECIDUOUS TREE _INV /N (N)=279.90� GAS RISER BHOt 240AK BHo��BHoO1/ //. / /J ELEC 1-STORY I j
p `' 117.66' 5/8%RS/l t �`� 7sHOL _y - PANEL BRICK ( J IL
7.. I ET . BHOL 240AK •I - - - BUILDING I p o
I$ SPOT ELEVATION B�cq GALE INLET Er N87 1637'tN---334..3 ' 240AK 216.66 � 5/8"IRS FFE=296.70 ( co `o
(a MONITORING WELL SURVEY REFERENCES 514%RF /8'RCP - -_- - - - SS -
6CLF w/3SBW i --� FILED FOR REGISTRATION
-
i DESTINATION UNKNOWN DEED BOOK 38 PAGE 794 3_ S P.O B ---- SS S , 1 OVER PL) © 52L 0WRSPL) 1VfP (0.35' SOUTH OF CORNER) DATE OF
DEED BOOK 220 PAGE 376 S �
►j� SOIL SAMPLE DEED BOOK 276 PAGE 173 �S 85� SS S W E S T C A B A R R U S STREET 03/28/2011
DEED BOOK 581 PAGE 423 - - _ 8 _ DATE SURVEY:
SEDIMENT SAMPLE DEED BOOK 900 PAGE 711 MJ t,. 60' PUBLIC R/W - BM 1999 PG 2218 SCALE: V = 50•
RIM ELEV=283.15 13I_NI : j31 ' . �� a LAURA M. RIDDICK
BOOK OF MAPS 1918 PAGE 050 IN our E 277.25 SSM 9s
0 SURFACE WATER SAMPLE < 1= ' ' • � • � REGISTER OF DEEDS DRAWN BY: MAL
BOOK OF MAPS 1920 PAGE 040 INV IN (W)=277.35 RIM ELEV=282. f0 3/4"IPF -T-- WAKE COUNTY
BOOK OF MAPS 1970 PAGE 108 INV /N (N)=277.95 INV OUT (5)=270.30 / STOT � GRAPHIC SCALE CHECKED BY: RTW, PLS
BOOK OF MAPS 1999 PAGE 2218 PT 5001 INV IN (N)=270.40 / RIM ELEV=280.85 SSMH I1 /PF+ 0 25 SCALE 50 200 a 2
PROPERTY DATA BOOK OF MAPS 2003 PAGE 1826 NAIL SET INV /N (E)=274.60 INV OUT (NE)=267.25 RIM ELEV=289.20 BY: PROJECT: 0 339 600 00
INV /N (W)=274.40 / INV /N (W)-275.45 I i 1 I I
CURRENT OWNER: CLANCY AND THEYS N 10424 .31 STOT INV OUT (W)=283.30 ASST/DEPUTY SHEET:
CONSTRUCTION COMPANY E 2104240 31 STOT INV /N S -283 50 " _
SITE ADDRESS: 600 CABARRUS ST, RALEIGH, NC R/M ELEV=280.55 STOT / M OUT (E)=275.80 / () 1 50 TIME:
PARCEL ID: 1703-47-5257 l /M ELEV=280.f0 INV /N (W)=277.60 I QQ 1/3
BROWNFIELD PARCEL AREA: 4.08 ACRES(TRACT 1) RECORDED IN BOOK OF MAPS 61 PAGE v�
ZONED: IND-2(NO MINIMUM SETBACKS)

TABLE 1
SUMMARY OF CHEMICAL CONSTITUENTS DETECTED IN SOIL GAS AND RISK CALCULATIONS
600 CABARRUS STREET
RALEIGH, NORTH CAROLINA
MID -ATLANTIC JOB NO. R3746.00
Sample ID
Exposure Unit 1
(Clancy Shop)
Exposure Unit 2
(Amtrak Building)
NCDEQ DWM Residential Soil Gas
Screening Levels
January 2021 (ug/m3)
NCDEQ DWM Non -Residential Soil Gas
Screening Levels
January 2021 (ug/m3)
SG-1
SG-2
Duplicate
(SG-2)
SG-3
SG-4
SG-5
SG-6
Sampling Date
4/30/2021
4/30/2021
4/30/2021
4/30/2021
4/30/2021
4/30/2021
4/30/2021
Acetone
151
69.9
82.2
39.9
59.6
103
197
220000
2700000
Benzene
3.19
2.49
1.41
0.709
0.533 J
0.917
1.24
12
160
2-Butanone (MEK)
5.63
7.43
7.61
6.66
6.31
21.4
47.8
35000
440000
Bromoform
<0.757
<0.757
<0.757
<0.757
<0.757
<0.757
1.70 J
85
1100
1,3-Butadiene
<0.230
<0.230
<0.230
<0.230
<0.230
<0.230
0.626 J
3.1
41
Carbon Disulfide
<0.317
0.327 J
0.383 J
0.336 J
<0.317
0.626
0.380 J
4900
61000
Carbon Tetrachloride
<0.461
0.482 J
<0.461
<0.461
<0.461
<0.461
<0.461
16
200
Chloroform
<0.349
<0.349
<0.349
1.16
<0.349
<0.349
<0.349
4.1
53
Chloromethane
<0.213
<0.213
<0.213
<0.213
0.644
0.938
0.837
630
7900
Cyclohexane
2.01
2.18
<0.259
<0.259
<0.259
<0.259
<0.259
42000
530000
Dichlorodifluoromethane
247
58.4
2.20
366
1.99
2.30
6.73
700
8800
1,2-Dibromoethane
0.554*
0.554*
0.554*
0.554*
0.554*
0.554*
0.554*
0.16
2
1,3-Dichlorobenzene
<1.09
<1.09
3.48
<1.09
2.87
3.18
5.42
NE
NE
1,4-Dioxane
<0.300
<0.300
<0.300
<0.300
0.681 J
<0.300
1.11
19
250
Ethanol
711
178
296 E
434
171
166
304 E
NE
NE
Ethylbenzene
39.2
8.63
10.1
3.39
1.32
1.20
1.3
37
490
4-Ethyltoluene
2.26
1.72
1.50
1.29
1.25
3.39
2.16
NE
NE
Heptane
9.16
4.74
1.71
3.13
0.777 J
1.03
0.524 J
2800
35000
Hexane
<0.726
<0.726
10.8
<0.726
3.63
2.44
2.43
4900
61000
Isopropylbenzene
0.787 J
<0.382
<0.382
<0.382
<0.382
<0.382
<0.382
2800
35000
Methyl Butyl Ketone
<0.544
13.8
18.6
<0.544
<0.544
3.18 J
13.0
210
2600
4-Methyl-2-pentanone (MIBK)
<0.313
<0.313
2.80 J
2.62 J
1.93 J
3.28 J
18.7
21000
260000
Methylene Chloride
0.635 J
0.618 J
<0.340
<0.340
0.448 J
0.646 J
<0.340
3400
53000
Naphthalene
<1.83
<1.83
<1.83
<1.83
<1.83
<1.83
5.39
2.8
36
2-Propanol
22.4
21.3
29.7
20.5
20.3
15.4
43.3
1400
18000
Propene
1.60 J
<0.160
2.01 B J
1.07 J
2.63 B
<0.160
6.85
21000
260000
Styrene
1.19
1.82
<0.335
2.84
<0.335
<0.335
<0.335
7000
88000
Tetrachloroethylene
5.18
5.34
6.59
7.20
1.19 J
<0.553
1.29 J
280
3500
Toluene
29.4
16.6
14.0
9.38
3.16
5.65
4.14
35000
440000
1,1,1-Trichloroethane
<0.400
<0.400
<0.400
0.493 J
2.79
13.8
0.849 J
35000
440000
Trichlorofluoromethane
2.48
2.84
3.01
3.00
1.31
1.33
4.28
NE
NE
1,2,4-Trimethylbenzene
7.71
6.48
6.82
4.20
1.59
4.34
2.83
420
5300
1,3,5-Trimethylbenzene
2.17
1.62
1.71
1.16
0.471 J
1.33
0.937 J
420
5300
2,2,4-Trimethylpentane
4.34
3.17
0.668 J
0.677 J
<0.621
0.752 J
<0.621
NE
NE
Total Xylenes
200.7
38.05
1 65.6
14.93
1 10.85
10.25
10.49
700
8800
RESIDENTIAL RISK CALCULATIONS SUMMARY
Acceptable Carcinogenic
Sum Risk Range and Maximum Non -Cancer Hazard Index
Calculated Sample Sum Cancer
Risk
5.2E-06
5.9E-06
1.0 E-04
Calculated Sample Non-
Carcinogenic Hazard Index
2.0E-01
9.4E-02
HI=1
NON-RESIDENTIAL RISK CALCULATIONS SUMMARY
Acceptable Carcinogenic
Sum Risk Range and Maximum Non -Cancer Hazard Index
Calculated Sample Sum Cancer
Risk
4.0E-07
4.5E-07
1.0 E-04
Calculated Sample Non-
Carcinogenic Hazard Index
1.6E-02
7.4E-03
HI=1
Notes:
Concentration units; ug/m3
All samples analyzed by EPA Method TO-15
B = The same analyte is found in the associated blank
E = The analyte concentration exceeds the upper limit of the calibration range of the instrument established by the initial calibration
J = Estimated Concentration
NC = Not Calculated
NE = Not Established
= 1,2-Dibromoethane was not detected, but had a lab method detection limit over the Residential SGSL. For the purpose of risk evaluation, a concentration of 0.554 ug/nr was assumed
Bolded concentrations exceed the Residential Soil Gas Screening Level
<0.34 = Not detected above the lab method detection limit

SG-1
O ��
��
1
i
9
�SG-Duplicate-1
SG-,'
f
Legend
O Sub -Slab Soil Gas Locations
Subject Property
Property Boundaries
REFERENCES:
1. MID -ATLANTIC FIELD NOTES.
2. NCONE MAP LATEST ORTHOIMAGERY
3. PROPERTY BOUNDARY AND ROAD SHAPEFILES
PROVIDED BY WAKE COUNTY GIS
Mid Atlantic
Engineering & Environmental Solutions
O
All
OSG-6
!�
SAMPLE LOCATION MAP
FORMER RALEIGH MGP NO. 2
600 W CABARRUS STREET
RALEIGH, NORTH CAROLINA
e
W DAVIE
L& W
SCALE:1 inch equals 100 feet
Feet
0 100 200
DRAWN DATE:
BY: KRC MAY 2021
DRAFT JOB NO:
CHECK: DHN OOOR3746.00
ENG. GIS NO:
CHECK: DHN 3G-R3746.00-2
APPROVAL:DHN DWG NO: 2

ATTACHMENT C
BUILDING PLANS
Mid Atlantic

SITE PLAN LEGEND
d
N
W q) E ARCHITECTURAL SITE PLAN
1 /16" = 1'-0"
S 0' 8' 16' 32'
ELECTRICAL TRANSFORMER ON CONCRETE SLAB. PROVIDE
' UNDERGROUND SERVICE TO BUILDING FROM
TRANSFORMER.
FIRE HYDRANT
F. D. C.
yBUILDING MOUNTED FIRE DEPARTMENT CONNECTION
ISTANDPIPE
A. REFER TO CIVIL FOR GRADING INFORMATION
B. TOTAL # OF TYPE A -ACCESSIBLE UNITS PER NORTH CAROLINA STATE
BUILDING CODE 2018 T1107.6.1.1 = 10
PARKING COUNT BY LEVEL
SPACE
TYPE
WIDTH
LENGTH
QUANTITY
LEVEL 1 - PRKG
ADA
9'-0"
18'-0"
5
COMPACT
8'-0"
15'-0"
5
STND
8'-6"
18'-0"
135
VAN 11'-0" 18'-0" 1
146
LEVEL 2 - PRKG
ADA
9'-0"
18'-0"
3
STND
8'-6"
18'-0"
121
VAN
11'-0"
18'-0"
1
125
TOTAL PARKING PROVIDED 271
PARKING COUNT BY
TYPE
LEVEL QUANTITY
ADA
LEVEL 1 - PRKG
5
LEVEL 2 - PRKG
3
8
COMPACT
LEVEL 1 - PRKG
5
5
STND
LEVEL 1 - PRKG
135
LEVEL 2 - PRKG
121
256
VAN
LEVEL 1 - PRKG
1
LEVEL 2 - PRKG
1
2
271
PARKING
MAXIMUMS - UDO
7.1.2.0 -
VEHICLE
UDO PRKG
BEDS TOTAL UNITS RATIO
MAX PRKG
STUDIO
73
1.5
109.5
1 BEDRMS
108
1.5
162
2 BEDRMS
3 BEDRMS
TOTAL
55 2.25
5 3
241
123.75
15
410.25
TOTAL MAXIMUM PARKING ALLOWED:
411
TOTAL PARKING PROVIDED:
294
PARKING MINIMUMS - UDO 7.1.2.0 -
SHORT TERM BICYCLE
TOTAL UNITS UDO RATIO MIN PRKG
226 20 11.3
TOTAL REQUIRED: 13
TOTAL PROVIDED: SEE CIVIL
PARKING MINIMUMS - UDO 7.1.2.0 -
LONG TERM BICYCLE
# OF BEDS UDO RATIO MIN PRKG
306
7
43.71
TOTAL REQUIRED: 44
TOTAL PROVIDED: TBD
PARKING EFFICIENCY CALC
TTL PARKING
COUNT UNIT COUNT PERCENTAGE
271.00 241 1.12
=L�1 1 •
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
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3�: OPMENT FOR:
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REALTY CORPORATION
ISSUE
DATE DESCRIPTION INCLUDED
08/26/2022 ADMINISTRATIVE SITE REVIEW
09/07/2022 SCHEMATIC DESIGN SET
X
11/22/2022 DESIGN DEVELOPMENT SET
X
REVISION
DATE DESCRIPTION REV
SEAL:
DISCLAIMER:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x42 INCHES.
SHEET NAME:
ARCHITECTURAL
SITE PLAN
DESIGN DEVELOPMENT
JOB NUMBER: 2200301
DRAWN BY CHECKED BY
Author Checker
O
A00.11

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1 01-121 ABOVE GROUND FLOOR TRANSPARENCY CALCULATION
LtVtL J - AMtNI I Y
ERALL REQUIRED TRANSPARENCY CALCULATIONS lit =10'-0" OVERALL REQUIRED TRANSPARENCY CALCULATIC
R UDO 3.2.6 MIXED USE BUILDING PER UDO 3.2.6 MIXED USE BUILDING
73Cr-%l IIrCI-1 Tr3 A AIC%M A r3CAI�\/ 0/ — Gr10/ �Crll II�CI-1 Tr3A AIC%M A rCAI�X/ 0/ — Cr10/
0
PROVIDED
WALL LENGTH = 56'-3"
PROVIDED
WALL LENGTH = 159'-6
:)ROVI
DED
WALL AREA @ 0'-12' = 675 SF (561-311 x 12'-011
)
PROVIDED
WALL AREA @ 0'-12' = 17914
:REQUIRED
TRANSPARENCY @ 0'-12' = 337.5 SF (675 x 50%)
REQUIRED
TRANSPARENCY @ 0'-12' = 957 S
PROVIDED
TRANSPARENCY @ 0'-12' = 67.7% (456.7 . 337.5)
PROVIDED
TRANSPARENCY @ 0'-12' = 52.8°/a
:REQUIRED
TRANSPARENCY @ 3'-8' = 168.75 SF (337.5 x 50%)
REQUIRED
TRANSPARENCY @ 3'-8' = 478.5
PROVIDED
TRANSPARENCY ani 3'-8' = 57.5% (194 = 168.75)
PROVIDED
TRANSPARENCY a) 3'-8' = 50.50/c
N
dwell
rdesi
gn
studio
:iIIIsY1:

217'-8" OVERALL WEST STREET LENGTH
137'-8" OVERALL LEVEL 2 WEST ST LENGTH
Cl)
IT
7t
co
IT
Z0
TRUSS BEARING
F.F.E. = 364'-8 1/8"
LEVEL 7
F. F. E. = 355-7 3/411
LEVEL 6
F.F.E. = 344'-11 7/8"
LEVEL 5
F.F.E. = 334'-4"
LA LEVEL 4
�F F.F.E. = 323'-8 1/8"
- ___---- ===-
----
----
--
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-
LA
WEST ST
F.F.E. = 301'-1 1/4"
LEVEL 2 - PRKG
F.F.E.
= 300'-2"
LEVEL 1 - PRKG
F.F.E. = 291'-0"
�� 270 SF TOTAL TRANSPARENCY
801-011
AMENITIES
FROM SETBACK
14' - 3 5/8" MAX. BLDG
ENCROACHMENT
T
jk TRUSS BEARING
F.F.E. = 364'-8 1/8"
LEVEL 7
F.F.E. = 355-7 3/4"
LEVEL 6
F. F. E. = 344'-11 7/8"
LEVEL 5
F.F.E. = 334'-4"
LEVEL 4
i z
F.F.E. = 323'-8 1/8"
o
U)
a
LVL 3 - RESIDENTIAL q
]80
F.F.E. = 312'-11 1/2"
0
0
J
U)
LVL 3 - AMENITIES — —
'
F.F.E. = 310'-8"
0
HIGH POI 310'-1
AVERAGE GRADE
WEST ST
F.F.E. = 301'-1 1/4"
LEVEL 1 - PRKG
F.F.E. = 291'-0"
•
20'-811
ACTIVE USE
- _ Illli, illllii 1111111111����= -_ 0
---_______
' ! :�i■� �i■GiIl■
I INIi■ I
mmmmmmII
� III
.�
17'-3"
492 SF TOTAL TRANSPARENCY
26'-011 22'-21' 12'-011
GARAGE ENTRY ACTIVE USE STAIR
41_911 51-911
PED ACCESS PED ACCESS
217'-8" OVERALL WEST STREET LENGTH
137'-8" OVERALL LEVEL 2
TRUSS BEARING I1
F.F.E. = 364'-8 1/8"
00
M
O
b)
LEVEL 7 4L
F.F.E. = 355'-7 3/4"
00
0
LEVEL 6
F.F.E. = 344'-11 7/8CID
0
_
LEVEL 5 n
F.F.E. = 334'-4"
00
0
LEVEL 4 n
F.F.E. = 323'-8 1/8"
00
1 � I_I
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46'-411
ACTIVE USE BUILDING HEIGHT ELEVATIONS DIAGRAM (WEST ST.)
�
3'-8' ABOVE GROUND FLOOR TRANSPARENCY CALCULATION 2
1.
= 10'-0"
WEST ST LENGTH
LOW POINT 291'-8 1/2"
PRIVATE ROAD
ANGLED ELEVATION BEYOND ►
AMENITIES
ACTIVE USE ' GARAGE ENTRY ACTIVE USE STAIR ACTIVE USE
LEVEL 3 - AMENITIES
4'-911 5'-911 LEVEL 2 - PARKING
OVERALL REQUIRED TRANSPARENCY CALCULATIONS
PED ACCESS PED ACCESS OVERALL REQUIRED TRANSPARENCY CALCULATIONS
PER UDO 3.2.6 MIXED USE BUILDING
PER UDO 3.2.6 MIXED USE BUILDING
REQUIRED TRANSPARENCY
% = 50%
REQUIRED TRANSPARENCY
% = 50%
TRANSPARENCY AREA PER UDO 1.5.9.B.1
TRANSPARENCY AREA PER UDO 1.5.9.B.1
PROVIDED WALL LENGTH
=
80'-0"
BUILDING HEIGHT ELEVATIONS DIAGRAM (WEST ST.) PROVIDED WALL LENGTH
=
137'-8"
PROVIDED WALL AREA 0'-12'
=
960 SF(80'-0"
x 12'-0"
)
0'-12'ABOVE GROUND FLOOR TRANSPARENCY CALCULATION PROVIDED WALL AREA 0'-12'
=
11652 SF
REQUIRED TRANSPARENCY
@ 0'-12' =
480 SF
(960 x
50%)
11 _ 1 11
1 - 10-0 REQUIRED TRANSPARENCY
@ 0'-12' =
826 SF
PROVIDED TRANSPARENCY
@ 0'-12' =
56.3%
(540 =
960)
PROVIDED TRANSPARENCY
@ 0'-12' =
52.8%
REQUIRED TRANSPARENCY
@ 3'-8' =
240 SF
(480 x
50%)
REQUIRED TRANSPARENCY
@ 3'-8' =
413 SF
PROVIDED
TRANSPARENCY
@ 3'-8' =
56.3%
(270-
480)
PROVIDED
TRANSPARENCY
@ 3'-8' =
59.6%
TRUSS BEARING
LEVEL 7
F.F.E. = 355'-7 3/4"
00
O
LEVEL 6 n
F. F. E. = 344'-11 7/8"
00
0
LEVEL 5 n
F.F.E. = 334'-4"
00
0
LEVEL 4 n
STORY HEIGHT CALCULATION PER UDO 1.5.7.C.2
TOTAL ACTIVE USE LENGTH ON WEST ST
80'-0" +8'-6" + 22'-2" + 46'-4" = 157'-0"
PORTION OF WEST ST FRONTAGE AT 13' FLOOR
TO FLOOR = 80'-0"
80'-0" / 157'-0" = 51.0% OF WEST ST ELEVATION
AT 13' FLOOR TO FLOOR HEIGHT
F.F.E. = 323'-8 1/8"
GENERAL NOTES:
A. PER UDO 1.5.9.B.3 - IN A MIXED USE
z'
-
BUILDING, OR GENERAL BUILDING
LVL 3 - RESIDENTIAL o
WHERE AN URBAN FRONTAGE IS
F.F.E. = 312'-11 1/2"
M
N
APPLIED, A MINIMUM OF 60% OF THE
STREET -FACING, STREET -LEVEL
LVL 3 -AMENITIES
Z
WINDOW PANE SURFACE AREA MUST
= 310-8
0
(1)F.F.E.
w
ALLOW VIEWS INTO THE GROUND
AVERAGE GRADE M
STORY USE FOR A DEPTH OF AT
WEST ST f°
LEAST 8 FEET. WINDOWS SHALL NOT
F.F.E. = 301'-1 1/4" �'
N
o
BE MADE OPAQUE BY NON -OPERABLE
cn
WINDOW TREATMENTS (EXCEPT
LEVEL 2 - PRKG n
CURTAINS, BLINDS OR SHADES
F.F.E. = 300'-22 N
WITHIN THE CONDITIONED SPACE).
B. PER UDO 1.5.9.13.4 - GLASS SHALL BE
CONSIDERED TRANSPARENT WHERE
LEVEL 1 - PRKG
IT HAS A TRANSPARENCY HIGHER
F.F.E. = 291'-0"
SHEET SPECIFIC NOTES:
1. THE RETAINING WALL WILL HAVE
PLANTERS WITH LANDSCAPING IN
FRONT OF THE WALL TO ACHIEVE THE
REQUIREMENT OF NO MORE THAN 8'
OF BLANK WALL PER UDO 7.2.8.E.4.a,
1.5.10, AND 3.2.6.F1
2. BLUE LINES, NOTES, AND DIMENSIONS
DELINIATE GROUND STORY.
(1371-81' x 12'-0")
(1,652 x 50%)
(872.8 = 11652)
(826 x 50%)
(492 = 826 )
BUILDING KEY PLAN
N /�4
W�E
O
er
adia
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio. com
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A DEVELOPMENT FOR:
KANE
NE
REALTY CORPORATION
ISSUE
DATE DESCRIPTION INCLUDED
08/26/2022 ADMINISTRATIVE SITE REVIEW
09/07/2022 SCHEMATIC DESIGN SET
11/22/2022 DESIGN DEVELOPMENT SET
X
REVISION
DATE DESCRIPTION REV
11/02/2022 ASR RESUBMITTAL 1 1 ASR
SEAL:
DISCLAIMER:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x42 INCHES.
SHEET NAME:
ZONING
ELEVATIONS
WEST ST
DESIGN DEVELOPMENT
JOB NUMBER: 2200301
DRAWN BY CHECKED BY
Author Checker
AOO. 1 2B

a
BUILDING CODE DATA - BUILDING
BUILDING IDENTIFICATION: RETAIL
BUILDING OCCUPANCY CLASSIFICATION: M
AREA ALLOWED PER FLOOR (PER 506.2):
AREA PROVIDED
GROSS BUILDING AREA - RETAIL
LEVEL AND NAME AREA
RETAIL GROSS AREA 4,832 SF
TOTAL: 4,832 SF
TYPE OF CONSTRUCTION:
IA
BUILDING HEIGHT ALLOWANCE (PER 504.3):
UNLIMITED
BUILDING HEIGHT PROVIDED:
2 TIERS
NUMBER OF STORIES ALLOWED (PER 504.4):
NUMBER OF STORIES PROVIDED:
FIRE RATING:
WALLS AND PARTITIONS
OPENING PROTECTION
FIRE BARRIER (PER 706.4):
2 HOUR
90 MIN
SHAFT ENCLOSURES GREATER THAN 3 STORIES (PER 713.4):
2 HOUR
90 MIN
MIXED OCCUPANCY SEPARATION (PER 508.4):
1 HOUR
45 MIN
INTERIOR BEARING WALLS (PER 601):
1 HOUR
45 MIN
INTERIOR NON -BEARING WALLS (PER 601):
0 HOUR
0
EXT. BEARING WALLS (PER 601):
2 HOUR
45 MIN
EXT. NON -BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):
1 HOUR
45 MINS
EXT. NON -BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):
1 HOUR
45 MIN
CORRIDOR WALLS (PER 1020.1):
1 HOUR
ELEVATOR SHAFT WALLS (PER 713.4):
2 HOUR
90 MIN
REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):
2 HOUR
90 MIN
REFUSE ACCESS AND ROOMS (PER 713.13):
1 HOUR
45 MIN
FLOOR / CEILING CONSTRUCTION (PER 601):
1 HOUR
45 MIN
ROOF CEILING CONSTRUCTION (PER 601):
1 HOUR
45 MIN
PRIMARY STRUCTURAL FRAME (PER 601):
1 HOUR
N/A
STAIRS:
STAIR WIDTH (PER 1009.1):
MIN. REQUIRED: 44"
MIN. PROVIDED 44"
ELEVATOR LOBBIES OR SMOKE CURTAIN
REQUIRED
ELEVATOR DOOR OPENING TO BE PROTECTED WITH A SMOKE CURTAIN
FLOOR LOCATIONS:
REFER TO PLANS
FIRE PROTECTION SYSTEM
SPRINKLER SYSTEM PROVIDED (PER 903.3.1.1):
NFPA 13
YES - WET AUTOMATIC
STANDPIPES REQUIRED (PER 905):
FIRE EXTINGUISHERS (PER 906):
PROVIDED ALONG CORRIDOR AT 75' MAX. TRAVEL DISTANCE
EXITS REQUIRED
BUILDING EXITS (PER 1021.1):
PER FLOOR: PER FLOOR: 2 MIN WITHING ALLOWED TRAVEL DISTANCE
HORIZONTAL EXITS (PER 1025):
REFER TO FLOOR PLANS FOR LOCATION
TRAVEL DISTANCE (PER 1016.2):
250'-0"
DEAD END CORRIDOR (PER 1018.4 EXCEPTION 2):
50'-0" ALLOWED ALLOWED
REFER TO PLANS PROVIDED
UNITS OF EGRESS (PER 1005.1):
CORRIDOR WIDTH = .20 PER OCCUPANT
REFER TO PLANS
STAIR WIDTH = .30 PER OCCUPANT
ROOF ACCESS
ROOF ACCESS PROVIDED:
ATTIC VENTILATION
YES- VIA ALTERNATING TREAD DEVICE AND ROOF HATCH
ATTIC VENTILATION REQUIRED (PER 1203.2):
FULLY FILLED INSULATION HAS BEEN PROVIDED IN THE ROOF ASSEMBLY
ATTIC VENTILATION TYPE:
N/A
GROSS AREA
51,285 SF
BUILDING CODE DATA
BUILDING IDENTIFICATION: ENCLOSED PARKING DECK
BUILDING OCCUPANCY CLASSIFICATION (PER 302) : S-2
AREA ALLOWED PER FLOOR: UNLIMITED SQ. FT.
GROSS BUILDING AREA - PARKING
LEVEL AND NAME AREA
LEVEL 1 - GROSS AREA
64,191 SF
LEVEL 2 - GROSS AREA
59,271 SF
TOTAL: 123,462 SF
TYPE OF CONSTRUCTION:
BUILDING HEIGHT ALLOWANCE (PER 504.4):
BUILDING HEIGHT PROVIDED:
FIRE RATING:
FIRE BARRIER (PER 706.4):
IA
UNLIMITED
2 TIERS
SHAFT ENCLOSURES GREATER THAN 3 STORIES (PER 713.4):
MIXED OCCUPANCY SEPARATION (PER 508.4):
INTERIOR BEARING WALLS (PER 601):
INTERIOR NON -BEARING WALLS (PER 601):
EXT. BEARING WALLS (PER 601):
EXT. NON -BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):
EXT. NON -BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):
CORRIDOR WALLS (PER 1020.1):
ELEVATOR SHAFT WALLS (PER 713.4):
REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.4):
REFUSE ACCESS AND ROOMS (PER 713.13.3):
FLOOR / CEILING CONSTRUCTION (PER 601):
ROOF CEILING CONSTRUCTION (PER 601):
PRIMARY STRUCTURAL FRAME (PER 601):
WALLS AND PARTITIONS
2 HOUR
2 HOUR
2 HOUR
2 HOUR
0 HOUR
2 HOUR
0 HOUR
1 HOUR
1 HOUR
2 HOUR
2 HOUR
1 HOUR
2 HOUR
1 HOUR
2 HOUR
STAIRS:
STAIR WIDTH (PER 1011.2): MIN. REQUIRED: 44"
NUMBER OF FLOORS CONNECTED:
OPENING PROTECTION
90 MIN.
90 MIN.
90 MIN.
90 MIN.
90 MIN.
45 MIN.
MIN. PROVIDED 48"
SHAFT OPENING PROTECTIVES
SMOKE BARRIER REQUIRED (PER 3006.2): ELEVATOR DOOR OPENING TO BE PROTECTED WITH A SMOKE CURTAIN
FLOOR LOCATIONS: REFER TO PLANS
FIRE PROTECTION SYSTEM
SPRINKLER SYSTEM PROVIDED (PER 406.5): YES, NFPA 13
STANDPIPES REQUIRED (PER 406.5.8): YES
FIRE EXTINGUISHERS (PER 906.3): YES, 75' MAX. TRAVEL DISTANCE
EXITS REQUIRED
BUILDING EXITS (PER 1006.3.1): PER FLOOR: PER FLOOR: 2 EXITS MIN. WITHIN ALLOWED TRAVEL DISTANCE
HORIZONTAL EXITS (PER 1026): REFER TO FLOOR PLANS FOR LOCATIONS
TRAVEL DISTANCE (PER 1017.2): AT S-2 SPRINK.: 300' ALLOWED / SPRINK.: 400' ALLOWED
DEAD END CORRIDOR (PER 1020.4): 50'-0" MAX. ALLOWED ALLOWED
UNITS OF EGRESS (PER 1005.1): CORRIDOR WIDTH = .20 PER OCCUPANT DOOR WIDTH = 36" (PER 406.5.7)
STAIR WIDTH = .30 PER OCCUPANT
GROSS BUILDING AREA - OVERALL PROJECT
LEVEL AND NAME AREA
LEVEL 1 - GROSS AREA
64,191 SF
LEVEL 2 - GROSS AREA
RETAIL GROSS AREA
59,271 SF
4,832 SF
LEVEL 3 - GROSS AREA
51,474 SF
GROSS POOL COURTYARD AREA
9,992 SF
GROSS SOUTH COURTYARD AREA
3,335 SF
LEVEL 4 - GROSS AREA
51,125 SF
LEVEL 5 - GROSS AREA
51,125 SF
LEVEL 6 - GROSS AREA
51,125 SF
LEVEL 7 - GROSS AREA
51,285 SF
TOTAL: 397,756 SF
GROSS AREA
51,125 SF
GROSS AREA LEGEND
�] AMENITIES -EXTERIOR
PARKING
RESIDENTIAL
RETAIL
COURTYARD AREA
GROSS
1,832 SF
BUILDING CODE DATA - BUILDING
BUILDING IDENTIFICATION: RESIDENTIAL
BUILDING OCCUPANCY CLASSIFICATION: R-2, A-3
AREA ALLOWED PER FLOOR (PER 506.2): 72000 SQ.FT.
AREA PROVIDED
GROSS BUILDING AREA - RESIDENTIAL
LEVEL AND NAME
AREA
LEVEL 3 - GROSS AREA
51,474 SF
GROSS POOL COURTYARD AREA
9,992 SF
GROSS SOUTH COURTYARD AREA
3,335 SF
LEVEL 4 - GROSS AREA
51,125 SF
LEVEL 5 - GROSS AREA
51,125 SF
LEVEL 6 - GROSS AREA
51,125 SF
LEVEL 7 - GROSS AREA
51,285 SF
TOTAL: 269,461 SF
TYPE OF CONSTRUCTION: IIIA
BUILDING HEIGHT ALLOWANCE (PER 504.3): 85'-0"
BUILDING HEIGHT PROVIDED: 66'-7"
NUMBER OF STORIES ALLOWED (PER 504.4): 5
NUMBER OF STORIES PROVIDED: 5
FIRE RATING:
WALLS AND PARTITIONS
OPENING PROTECTION
FIRE BARRIER (PER 706.4):
2 HOUR
90 MIN
SHAFT ENCLOSURES GREATER THAN 3 STORIES (PER 713.4):
2 HOUR
90 MIN
MIXED OCCUPANCY SEPARATION (PER 508.4):
1 HOUR
45 MIN
INTERIOR BEARING WALLS (PER 601):
1 HOUR
45 MIN
INTERIOR NON -BEARING WALLS (PER 601):
0 HOUR
0 MIN
EXT. BEARING WALLS (PER 601):
2 HOUR
N/A
EXT. NON -BEARING WALLS: GREATER THAN 30' SEPARATION (PER 602):
0 HOUR
0 MIN
EXT. NON -BEARING WALLS: LESS THAN 30' SEPARATION (PER 602):
1 HOUR
45 MIN
CORRIDOR WALLS (PER 1020.1):
1 HOUR
20 MIN
ELEVATOR SHAFT WALLS (PER 713.4):
2 HOUR
90 MIN
REFUSE CHUTE SHAFT WALLS AND TERMINATION ROOM (PER 713.13):
2 HOUR
90 MIN
REFUSE ACCESS AND ROOMS (PER 713.13):
1 HOUR
45 MIN
FLOOR / CEILING CONSTRUCTION (PER 601):
1 HOUR
45 MIN
ROOF CEILING CONSTRUCTION (PER 601):
1 HOUR
45 MIN
PRIMARY STRUCTURAL FRAME (PER 601):
1 HOUR
N/A
STAIRS:
STAIR WIDTH (PER 1009.1): MIN. REQUIRED: 44" MIN. PROVIDED 48"
ELEVATOR LOBBIES OR SMOKE CURTAIN
REQUIRED ELEVATOR DOOR OPENING TO BE PROTECTED WITH A SMOKE CURTAIN
FLOOR LOCATIONS: REFER TO PLANS
FIRE PROTECTION SYSTEM
SPRINKLER SYSTEM PROVIDED (PER 903.3.1.1): NFPA 13, ALL BALCONIES TO BE SPRINKLERED
STANDPIPES REQUIRED (PER 905): YES - WET AUTOMATIC AT STAIRWELLS
FIRE EXTINGUISHERS (PER 906): PROVIDED ALONG CORRIDOR AT 75'-0" MAXIMUM TRAVEL DISTANCE
EXITS REQUIRED
BUILDING EXITS (PER 1021.1):
PER FLOOR: 2 EXITS MIN. WITHIN ALLOWED TRAVEL DISTANCE
HORIZONTAL EXITS (PER 1025):
REFER TO FLOOR PLANS FOR LOCATIONS
TRAVEL DISTANCE (PER 1016.2):
250' - 0"
DEAD END CORRIDOR (PER 1018.4 EXCEPTION 2):
50' - 0" ALLOWED
REFER TO PLANS PROVIDED
UNITS OF EGRESS (PER 1005.1):
CORRIDOR WIDTH = .20 PER OCCUPANT
REFER TO PLANS
STAIR WIDTH = .30 PER OCCUPANT
ROOF ACCESS
ROOF ACCESS PROVIDED: YES - VIA ALTERNATING TREAD DEVICE AND ROOF HATCH
ATTIC VENTILATION
ATTIC VENTILATION REQUIRED (PER 1203.2): FULL FILLED INSULATION HAS BEEN PROVIDED IN THE ROOF ASSEMBLY
ATTIC VENTILATION TYPE: N/A
k
GROSS AREA
64,191 SF
F. D. C.
�L�l i •
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
CV
ui
v
W
W
C Z
Q I-_ _
C
z �W
J
w
0
0
V J
ui
A DEVELOPMENT FOR:
KANE
KANE
REALTY CORPORATION
ISSUE
DATE DESCRIPTION INCLUDED
08/26/2022 ADMINISTRATIVE SITE REVIEW
09/07/2022 SCHEMATIC DESIGN SET
X
11/22/2022 DESIGN DEVELOPMENT SET
X
REVISION
DATE DESCRIPTION REV
11/02/2022 ASR RESUBMITTAL 1 1 ASR
SEAL:
DISCLAIMER:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x42 INCHES.
SHEET NAME:
BUILDING
CODE DATA
DESIGN DEVELOPMENT
JOB NUMBER: 2200301
DRAWN BY CHECKED BY
Author Checker
GROSS AREA PLAN - LEVEL 7
1 " = 60'-0"
GROSS AREA PLAN - LEVELS 4-6
1 If
= 60'-011
3,335 SF
GROSS AREA PLAN - LEVEL 3
1 It
= 60'-011
GROSS AREA PLAN - LEVEL 2
1 " = 60'-0"
GROSS AREA PLAN - LEVEL 1
1 It
= 60'-011
O
AOO. 15

d
r-
N
N
O
N
N
O
N
N
N
LIFE SAFETY LEGEND LIFE SAFETY NOTES
TEMPORARY 2-HR RATED WALL A. FOR CLARITY, PRINT ALL CODE DATA SHEETS IN COLOR.
(TO BE REMOVED UPON B. OCCUPANT LOADS FOR FUTURE BUILDINGS ARE SHOWN TO
COMPLETION OF ADJACENT PHASE) ILLUSTRATE COMPLIANCE FOR EGRESS WIDTHS IN THE STAIRS.
0 1- HOUR RATED WALL C. COURTYARD ACCESS DOOR FROM POOL COURTYARD WITH
KEY CARD ACCESS AT 45" A.F.F. AND MAGNETIC LOCK TO
DISENGAGE UPON FIRE ALARM ACTIVATION PER NFPA
2- HOUR RATED WALL 101.7.2.1.6.2.
D. PROVIDE 48" HIGH PATIO GUARDRAILS WITH VERTICAL PICKETS
FOR ALL UNITS FACING POOL/POOL DECK AT THIRD FLOOR
— 3- HOUR RATED WALL ONLY.
E. WINDOWS AT DWELLING UNITS THAT ARE PART OF THE POOL
FENCE WILL BE PINNED SO AS NOT TO OPEN MORE THAN 4" AT
ARROW INDICATES EGRESS POINT THIRD FLOOR ONLY.
FROM BUILDING
/ \\ FEC FIRE EXTINGUISHER CABINET WITH 20 MINUTE RATED EGRESS DOOR (PER IBC TABLE 716.5)
/ 75' MAX 75' MAX TRAVEL DISTANCE
\ \ \ 45 MINUTE RATED EGRESS DOOR
EGRESS EXIT SIGNAGE - WITH
DIRECTIONAL ARROW AS NEEDED. 90 MINUTE RATED EGRESS DOOR
MAX VIEWING DISTANCE = 100 FEET
TRA SFORM S > / 180 MINUTE RATED EGRESS DOOR
TRAVEL DISTANCE = 107' - 2" \
/ MAXIMUM ALLOWED = 400' - 0"
MAIN ELEC ROOM TRASH TERMINATION
ROOM \
L] \ \
�° A
°
4 �� \
ELEV
LOADING I \
MANTE ANCE
TILIT
' I 1
° TILIT \
UTILI41
TY I \
— L \ �� — I I TRAVEL DISTANCE = 105' - 11"
I \ i�� ` I i I MAXIMUM ALLOWED = 400' - 0"
TRAVEL DISTANCE = 239' - 2"
MAXIMUM ALLOWED = 400' - 0"
1 LIFE SAFTY PLAN — LEVEL 1
16
II
PARKING
LEVEL 1 - PRKG
AREA:
OCCUPANCY TYPE:
56,849 SF
S-2
OCC CALC:
TOTAL # OCCUPANTS:
300 SF / OCC
190 OCC
TRAVEL DISTANCE = 251' - 3"
MAXIMUM ALLOWED = 400' - 0"
O
er ts I lig
adia
1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
CV
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W
W Z
Q I-_ _
w2
z LUw
J
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lqT
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W
3�:
A DEVELOPMENT FOR:
KANE
N E
REALTY CORPORATION
ISSUE
DATE DESCRIPTION INCLUDED
08/26/2022 ADMINISTRATIVE SITE REVIEW
09/07/2022 SCHEMATIC DESIGN SET
11/22/2022 DESIGN DEVELOPMENT SET
X
REVISION
DATE DESCRIPTION REV
SEAL:
DISCLAIMER:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x42 INCHES.
SHEET NAME:
LIFE SAFETY
PLAN — LEVEL 1
DESIGN DEVELOPMENT
JOB NUMBER: 2200301
DRAWN BY CHECKED BY
Author Checker
AOO.21

I
RETAIL
LEVEL 2 - PRKG
AREA:
OCCUPANCY TYPE:
3,523 SF
M
OCC CALC:
TOTAL # OCCUPANTS:
60 SF / OCC
59 OCC
TRAVEL DISTANCE = 131' - 3"
MAXIMUM ALLOWED = 400' - 0"
PARKING
LEVEL 2 - PRKG
AREA:
OCCUPANCY TYPE:
51,591 SF
$-2
OCC CALC:
TOTAL # OCCUPANTS:
300 SF / OCC
172 OCC
TRAVEL DISTANCE = 63' - 7" li ' ° o
MAXIMUM ALLOWED = 250' - 0"
� TRAVEL DISTANCE = 217' - 4"
Fu MAXIMUM ALLOWED = 400' - 0"
I
TRAVEL DISTANCE = 61' - 10" I
MAXIMUM ALLOWED = 250' - 0" _
I _
I F C
a
III
IPUMP ROOM
LIFE SAFTY PLAN - LEVEL 2
1 /16" = 1'-0"
7
TRAVEL DISTANCE = 209' - 1"
MAXIMUM ALLOWED = 400' - 0"
LIFE SAFETY LEGEND
LIFE SAFETY NOTES
TEMPORARY 2-HR RATED WALL
A. FOR CLARITY, PRINT ALL CODE DATA SHEETS IN COLOR.
(TO BE REMOVED UPON
B. OCCUPANT LOADS FOR FUTURE BUILDINGS ARE SHOWN TO
COMPLETION OF ADJACENT PHASE)
ILLUSTRATE COMPLIANCE FOR EGRESS WIDTHS IN THE STAIRS.
0
1- HOUR RATED WALL
C. COURTYARD ACCESS DOOR FROM POOL COURTYARD WITH
KEY CARD ACCESS AT 45" A.F.F. AND MAGNETIC LOCK TO
DISENGAGE UPON FIRE ALARM ACTIVATION PER NFPA
2- HOUR RATED WALL
101.7.2.1.6.2.
D. PROVIDE 48" HIGH PATIO GUARDRAILS WITH VERTICAL PICKETS
FOR ALL UNITS FACING POOL/POOL DECK AT THIRD FLOOR
-
3- HOUR RATED WALL
ONLY.
E. WINDOWS AT DWELLING UNITS THAT ARE PART OF THE POOL
ARROW INDICATES EGRESS POINT
FENCE WILL BE PINNED SO AS NOT TO OPEN MORE THAN 4" AT
THIRD FLOOR ONLY.
FROM BUILDING
I
i F"75'MAX
FIRE EXTINGUISHER CABINET WITH
20 MINUTE RATED EGRESS DOOR (PER IBC TABLE 716.5)
75' MAX TRAVEL DISTANCE
45 MINUTE RATED EGRESS DOOR
EGRESS EXIT SIGNAGE - WITH
DIRECTIONAL ARROW AS NEEDED.
90 MINUTE RATED EGRESS DOOR
MAX VIEWING DISTANCE = 100 FEET
180 MINUTE RATED EGRESS DOOR
0
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A DEVELOPMENT FOR:
KANE
I(ANE
REALTY CORPORATION
ISSUE
DATE DESCRIPTION INCLUDED
08/26/2022 ADMINISTRATIVE SITE REVIEW
09/07/2022 SCHEMATIC DESIGN SET
11/22/2022 DESIGN DEVELOPMENT SET
X
REVISION
DATE DESCRIPTION REV
SEAL:
DISCLAIMER:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x42 INCHES.
SHEET NAME:
LIFE SAFETY
PLAN - LEVEL 2
DESIGN DEVELOPMENT
JOB NUMBER: 2200301
DRAWN BY CHECKED BY
Author Checker
AOO.22

TRAVEL DISTANCE = 202' - 9"
MAXIMUM ALLOWED = 250' - 0"
POOL
LVL 3 - RESIDENTIAL
AREA:
OCCUPANCY TYF
823 SF
A-4
OCC CALC:
TOTAL # OCCUP/
50 SF / OCC
17 OC
POOL DECK
LVL 3 - RESIDENTIAL
AREA:
OCCUPANCY TYF
4,623 SF
A-5
OCC CALC:
TOTAL # OCCUP/
15 SF / OCC
309 O(
POOL DECK
LVL 3 - RESIDENTIAL
AREA:
OCCUPANCY TYF
1,428 SF
R-2
OCC CALC:
TOTAL # OCCUP)
200 SF / OCC
8 OCI
TRAVEL DISTANCE = 114' - 9"
MAXIMUM ALLOWED = 250' - 0"
TRAVEL DISTANCE = 101' - 10"
MAXIMUM ALLOWED = 125'- 0"
COMMON PATH OF TRAVEL
d
(V
77
0)
(N
O
CV
CV
O
N
N
N
PLUMBING FIXTURE COUNTS - LEVEL 3 INTERIOR AMENITIES
MINIMUM FIXTURES PER CODE
TOTALS
NAME
USE
GROUP
WATER CLOSETS
LAVATORIES
DRINKING
FOUNTAIN-1
PER
SERVICE SINK
OCC
TOTAL
OCC TOTAL
HALF
WATER CLOSETS
LAVATORIES
DRINKING
FOUNTAINS
SERVICE
SINKS
MALE
FEMALE
MALE
FEMALE
MALE
FEMALE
MALE
FEMALE
INITIAL
1 PER
INITIAL
1 PER
INITIAL
1 PER
INITIAL
1 PER
1 PER
QTY
1 PER
QTY
1 PER
QTY
1 PER
QTY
CLUBHOUSE
A-3
0
0
125
0
0
65
0
0
200
0
0
200
500
1
118
59
0.47
0.91
0.3
0.3
0.24
1
CO -WORKING
A-3
0
0
125
0
0
65
0
0
200
0
0
200
500
1
51
25.5
0.2
0.39
0.13
0.13
0.1
1
FITNESS
A-3
0
0
125
0
0
65
0
0
200
0
0
200
500
1
122
61
0.49
0.94
0.31
0.31
0.24
1
LEASING
B
25
50
50
25
50
50
40
80
80
40
80
80
100
1
27
13.5
0.27
0.27
0.17
0.17
0.27
1
TOTALS
318
1.43
2.51
0.9
0.9
0.85
REQUIRED
2
3
1
1
1
1
PROVIDED
3
3
1
1
1
1
l.U-VVUKI`xlN%j
LVL 3 - RESIDENTIAL
AREA:
OCCUPANCY TYPE:
765 SF
A-3
OCC CALC:
TOTAL # OCCUPANTS:
15 SF / OCC
52 OCC
rI I IVCJ0
LVL 3 - RESIDENTIAL
AREA:
OCCUPANCY TYPE:
1,826 SF
A-3
OCC CALC:
TOTAL # OCCUPANTS:
15 SF / OCC
122 OCC
LIFE SAFTY PLAN - LEVEL 3
1 /16" = 1'-0"
I.LUbNUU*')t
LVL 3 - RESIDENTIAL
AREA:
OCCUPANCY TYPE:
1,774 SF
A-3
OCC CALC:
TOTAL # OCCUPANTS:
15 SF / OCC
119 OCC
LtAZ) INlj
LVL 3 - RESIDENTIAL
AREA:
OCCUPANCY TYPE:
2,695 SF
B
OCC CALC:
TOTAL # OCCUPANTS:
100 SF / OCC
27 OCC
TRAVEL DISTANCE = 186' - 9"
MAXIMUM ALLOWED = 250' - 0"
RESIDENTIAL NORTH
LVL 3 - RESIDENTIAL
OCCUPANCY TYPE:
a SF
R
LC:
TOTAL # OCCUPANTS:
F / OCC
126 OCC
TRAVEL DISTANCE = 90' - 4"
MAXIMUM ALLOWED = 250' - 0"
TRAVEL DISTANCE = 93' - 8"
MAXIMUM ALLOWED = 250' - 0"
TRAVEL DISTANCE = 185' - 7"
MAXIMUM ALLOWED = 250' - 0"
RESIDENTIAL SOUTH
LVL 3 - RESIDENTIAL
OCCUPANCY TYPE:
i SF
R
LC:
TOTAL # OCCUPANTS:
F / OCC
77 OCC
LIFE SAFETY LEGEND
LIFE SAFETY NOTES
TEMPORARY 2-HR RATED WALL
A. FOR CLARITY, PRINT ALL CODE DATA SHEETS IN COLOR.
(TO BE REMOVED UPON
B. OCCUPANT LOADS FOR FUTURE BUILDINGS ARE SHOWN TO
COMPLETION OF ADJACENT PHASE)
ILLUSTRATE COMPLIANCE FOR EGRESS WIDTHS IN THE STAIRS.
IMMMMM=
1- HOUR RATED WALL
C. COURTYARD ACCESS DOOR FROM POOL COURTYARD WITH
KEY CARD ACCESS AT 45" A.F.F. AND MAGNETIC LOCK TO
DISENGAGE UPON FIRE ALARM ACTIVATION PER NFPA
NONE=
2- HOUR RATED WALL
101.7.2.1.6.2.
D. PROVIDE 48" HIGH PATIO GUARDRAILS WITH VERTICAL PICKETS
FOR ALL UNITS FACING POOL/POOL DECK AT THIRD FLOOR
-
3- HOUR RATED WALL
ONLY.
E. WINDOWS AT DWELLING UNITS THAT ARE PART OF THE POOL
ARROW INDICATES EGRESS POINT
FENCE WILL BE PINNED SO AS NOT TO OPEN MORE THAN 4" AT
THIRD FLOOR ONLY.
FROM BUILDING
i FEC
I
FIRE EXTINGUISHER CABINET WITH
20 MINUTE RATED EGRESS DOOR (PER IBC TABLE 716.5)
75' MAX
75' MAX TRAVEL DISTANCE
45 MINUTE RATED EGRESS DOOR
EGRESS EXIT SIGNAGE - WITH
DIRECTIONAL ARROW AS NEEDED.
90 MINUTE RATED EGRESS DOOR
MAX VIEWING DISTANCE = 100 FEET
180 MINUTE RATED EGRESS DOOR
PER 2018 INTERNATIONAL SWIMMING POOL AND
SPA CODE (ISPSC) 609 THE REQUIRED NUMBER
OF PLUMBING FIXTURES SHALL BE AS FOLLOWS:
MALE WC: 1 FEMALE WC: 1
MALE URINAL: 1
MALE LAV: 1 FEMAILE LAV: 1
MALE SHOWER: 1 FEMALE SHOWER: 1
0
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1280 HIGHTOWER TRAIL
ATLANTA, GA 30350
PHONE: [phone]
dwelldesignstudio.com
CV
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3�: OPMENT FOR:
KANE
I(ANE
REALTY CORPORATION
ISSUE
DATE DESCRIPTION INCLUDED
08/26/2022 ADMINISTRATIVE SITE REVIEW
09/07/2022 SCHEMATIC DESIGN SET
11/22/2022 DESIGN DEVELOPMENT SET
X
REVISION
DATE DESCRIPTION REV
SEAL:
DISCLAIMER:
THIS DRAWING AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE
PROPERTY OF DWELL DESIGN STUDIO, AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART, EXCEPT AS
REQUIRED FOR THE STATED PROJECT. THEY ARE ONLY TO BE USED
FOR THIS PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND
ARE NOT TO BE USED ON ANY OTHER PROJECT WITHOUT WRITTEN
CONSENT OF DWELL DESIGN STUDIO.
SCALES AS NOTED ON THIS DRAWING ARE VALID ON THE ORIGINAL
DRAWING ONLY, THE DIMENSIONS OF WHICH ARE 30 x42 INCHES.
SHEET NAME:
LIFE SAFETY
PLAN - LEVEL 3
DESIGN DEVELOPMENT
JOB NUMBER: 2200301
DRAWN BY CHECKED BY
Author Checker
AOO.23
O