19010_DCC Apartments_Soil Gas Sampling Report_2016.06.22

Professional Service Industries, Inc ● 5021-A West W.T. Harris Boulevard, Charlotte, NC 28269 ● Phone [phone] ● Fax [phone]

June 22, 2016

Mr. David Klepser Email: [e-mail]
DCC Parcel B Plus LLC
C/o Ram Development Company
1930 Camden Road, Suite 130
Charlotte, North Carolina 28203

RE: Report of Soil-Gas Sampling Assessment
Proposed DCC Mix Use Development
126, 128, and 130 West Worthington Avenue
Charlotte, North Carolina 28203
PSI Project Number 0457928-1

Dear Mr. Klepser:

Professional Service Industries (PSI) is pleased to provide this report summarizing the
laboratory data generated from the analysis of soil gas samples collected at the above
referenced site as part of the client’s North Carolina Department of Environmental Quality
(NCDEQ) Brownfields application. The soil gas samples were collected at your request
and pursuant to the scope of work and general conditions associated with PSI’s proposal
(0457-171592 Revision-1) dated February 25, 2016 and authorized by Mr. David Klepser
on May 23, 2016.
Site Descriptions and Features
The subject property consists of one land parcel referenced by Mecklenburg County
Parcel Identification Number (PIN) 12101401, encompassing approximately 0.28 acres,
and is located in the northeast quadrant of West Worthington Avenue and Hawkins Street
in Charlotte, North Carolina (Figure 1). The subject property is improved with one single-
story commercial structure (approximately 7,600 square feet) consisting of four contiguous
buildings. The current configuration of the building was completed in 1969; while the
original building (northern portion, 1817 Hawkins street) was originally constructed in 1951,
the two buildings located at 126 and 128 West Worthington Avenue were constructed
approximately in 1962, and the last building 130 West Worthington Avenue was
constructed in 1966. Currently the 1817 Hawkins Street building is occupied by Crazy
Jane, an interior design firm, the 124 West Worthington Avenue building is occupied by
Just Janet Company, a beauty salon, the 128 West Worthington Avenue
Soil-Gas Sampling Report – Proposed DCC Mix Use Development, Charlotte, NC June 22, 2016
PSI Project Number 0457928

Page 2 of 7
building is currently vacant, and the 130 West Worthington Avenue building is occupied by
Yellow Duck, a marketing/advertising firm.

Based on review of the Mecklenburg County GIS Mapping Service (Polaris 3G), the subject
property has been used for commercial purposes dating back to 1951. Prior to the
development of the first building in 1951, the subject property was vacant cleared land dating
back to 1905. In 1951, the first structure was placed on the subject property (1817 Hawkins
Street). Based on historical Sanborn fire insurance maps, this structure was utilized as a
building material warehouse. Two (2) additional buildings were constructed on the subject
property around 1962 (126 and 128 West Worthington Avenue). Based on the Sanborn
maps, these buildings were utilized for commercial purposes with office and warehouse
space for painting and steel fabrication and storage. The last structure (130 West
Worthington Avenue) was constructed around 1966. Based on city directory review, the
subject property was utilized for light industrial purposes until the mid to late 1990s when the
buildings were converted to retail and office space.

Current use of the surrounding properties consists of the following:

 Northeast – Commercial developed land followed by West Boulevard and multi-
family residence
 Southeast – Commercial developed land with paved parking area followed by
Camden Road and the Charlotte Light Rail System
 Southwest – West Worthington Avenue followed by multiple commercial structures.
 Northwest – Hawkins Street followed by multiple commercial structures.

A site vicinity map is provided as Figure 2.

Past uses of the adjoining/surrounding properties include residential, light manufacturing,
mills, and commercial. No gasoline stations were indicated by the historical sources
reviewed. The northeast adjoining commercial properties appear to be first developed around
1962. Prior to being developed for commercial use, the northeast adjoining properties appear
to be residential dating back to 1929. The southeast adjoining commercial properties
appeared to be developed around 1968. Prior to being developed for commercial use, the
southeast adjoining property was developed for residential use dating back to 1929. The
southwest adjoining property appeared to be first developed in 1949 as an expansion to the
Nebel Knitting operations located on the eastern property parcel (101 West Worthington
Avenue). This building was referred to as the Nebel Knitting Mill Annex, which was in
operation until Nebel Knitting was acquired by Chadbourn, Inc. in 1968. The use of the
building while Chadbourn, Inc. operated and owned the property is unknown. However, in the
Soil-Gas Sampling Report – Proposed DCC Mix Use Development, Charlotte, NC June 22, 2016
PSI Project Number 0457928

Page 3 of 7
mid-1990s the building was redeveloped under a Brownfields Agreement as office and retail
space in approximately 1996. The northwest adjoining properties appeared to be Hawkins
Street followed by a silk mill and residential dwellings from 1929 until 1980. After 1980, the
residential dwellings were redeveloped for commercial use.

At the request of the client, soil-gas samples were collected to evaluate the potential for
vapor intrusion into the existing structures located at 126, 128 and 130 West Worthington
Avenue. Outlined below are the procedures for vapor point installation, soil-gas sample
collection, and a summary of the soil-gas sampling results.
Field Assessment Summary
Field investigation and sampling activities were conducted on May 24 and 25, 2016, under
the supervision of Mr. Bryan Lucas, Project Manager for PSI. The Soil-Gas Sampling
Assessment was conducted under the direction of a qualified professional who meets the
requirements of a “Phase II Assessor” under the ASTM Standard Practice E1527.

Prior to the commencement of assessment activities, North Carolina 811, a utility locating
service, was contacted to locate all utilities on or adjacent to the subject site. Prior to the field
investigation, utilities were marked by the respective utility companies where they entered or
were located adjacent to the site.

Vapor Point Installation

Three (3) temporary vapor points (VP-1 through VP-3) were installed on the subject property
(Figure 3). Each of the soil test borings were advanced using a Geoprobe® Macro-Core®
sampler. The Macro-Core® sampling apparatus consists of a two-inch inside diameter (ID) by
five-foot long stainless-steel hollow rod, which is lined with a disposable transparent acetate
liner. Soil samples are retained within the disposable liner, which can be removed from the
sampling instrument for visual inspection and description, sample collection, and/or field
screening and analysis. The sampling apparatus is capable of sampling an approximately
five-foot long soil core on a single drive.

Once each boring was advanced to its termination depth, a soil-vapor monitoring point was
installed. The depths of the respective soil-vapor monitoring points were chosen by
evaluating the encountered subsurface conditions, the interpreted groundwater depth, and
the results of soil sample field screening conducted during past site assessment activities.
Each of the soil-vapor points consisted of a 12-inch long by 0.25-inch diameter stainless steel
screen implant with a dedicated piece of Teflon® tubing attached and terminated above
ground surface.

Soil-Gas Sampling Report – Proposed DCC Mix Use Development, Charlotte, NC June 22, 2016
PSI Project Number 0457928

Page 4 of 7
The following is a general description of how the soil-vapor points were installed in each of
the soil borings:

1. Once the soil boring was terminated, the drilling tools were removed and a 1-inch
outside diameter polyvinyl chloride (PVC) tremie pipe was placed in the boring
annulus. All subsequent materials used to install the vapor points were placed in the
boring through the tremie pipe.
2. Approximately 6-inches of sand was placed in the bottom of the boring.
3. A 12-inch stainless steel screen with attached Teflon® tubing was installed and
backfilled with sand to approximately one foot above the top of the screen.
4. Granulated bentonite/concrete mixture was placed above the sand to within 0.2-feet
below existing ground surface. During the placement of the bentonite/concrete
mixture, water was added several times to start the bentonite/concrete hydration
process.

Soil-Gas Sample Collection

Each of the soil-vapor points were allowed to stabilize/seal (approximately 24-hours) prior to
collecting the soil-gas samples. Prior to collecting a soil-gas sample, leak detection of the soil
vapor sampling point was performed using a clear plastic shroud filled with helium gas as per
NCDEQ Division of Waste Management Vapor Intrusion Assessment Guidelines (April 2014).
The shroud has three ports; two on the top and one near a bottom corner. One of the ports
on the top of the shroud is utilized for the tubing connected to the vapor sampling point. The
other port (on top) is utilized to screen the head space under the shroud for helium
concentrations during the sampling event. The port on the side of the shroud is utilized for the
helium supply tubing. The shroud was placed over each of the sampling points prior to
sampling. The shroud has a soft rubber gasket at point of contact with the exiting ground
surface and is weighted to ensure a proper seal with the ground surface.

Once the shroud was in place, the regulator on the helium cylinder was opened to create an
area of inert gas under positive pressure within the shroud above the vapor point. Displaced
air was allowed to vent from out of the base of the shroud while filling. A portable helium
meter (Dielectric Technologies Radiodetection MGD-2002 Helium Detector) was used to
purge the vapor sampling point and to detect the potential presence of helium breakthrough
of the vapor point seal during purging operations. This technique provides real-time leak
checking capability during the sampling event. When leaks were identified, additional
measures were taken to provide a better seal at the top of the boring and at the
tubing/sampler interface (e.g., add water to the existing bentonite and allow to further
hydrate, while pressing down to improve the seal into the annulus of the boring). During the
Soil-Gas Sampling Report – Proposed DCC Mix Use Development, Charlotte, NC June 22, 2016
PSI Project Number 0457928

Page 5 of 7
sampling event, none of the vapor sampling points indicated breakthrough of helium while
purging.

Following purging of the vapor sampling point, the Helium meter was removed from the vapor
point tubing and a 6-liter summa canister was connected with tubing via a 30-minute
regulator. The influent end of the Helium meter was than inserted into the second port on the
top of the shroud. Once the helium reached 30-percent by volume under the shroud, the
regulator valve on the summa canister was opened. During the sample collection, PSI
monitored the helium concentration under the shroud to insure levels of 30 to 25 percent of
helium by volume was maintained. Each of the soil-gas samples collected were placed in a
shipping container and shipped to Con-Test Laboratories in East Longmeadow,
Massachusetts under strict chain of custody protocols for laboratory analysis by EPA Method
TO-15.
Deviations from Project Scope
There were no significate deviations from the original scope-of-work for the project.
Summary Soil-Gas Sampling Results
The soil-gas sample results are summarized in Table 1 and the laboratory results with chain-
of-custody are also appended.

The soil-gas analytical results were compared to the North Carolina Department of
Environmental Quality (NCDEQ) Division of Waste Management (DWM) Vapor Intrusion
Screening Concentrations for Residential and Non-Residential Properties (March 2016). The
laboratory reported VOCs with concentrations above laboratory method detection limits and
below the NCDEQ DWM non-residential vapor intrusion screening concentrations.

The laboratory reported that the following VOCs: benzene, 1,3-butadine, chloroform,
ethylbenzene, trichloroethylene, 1,2,4-trimethylbenzene, and m&p xylenes had
concentrations that exceeded the NCDEQ DWM residential vapor intrusion screening
concentrations. Benzene, ethylbenzene and m&p xylenes were detected in soil gas samples
VP-1 and VP-2. 1,3-Butadine, chloroform and trichloroethylene were detected in soil vapor
sample VP-1, and 1,2,4-trimethylbenzene was detected in soil gas samples VP-1, VP-2 and
VP-3.

Additionally, the soil-gas analytical results indicated that the following chemicals of concern
(COCs) were detected above the method detection limits (MDLs) but are below the NCDEQ
DWM residential and non-residential vapor intrusion screening concentrations: acetone, 2-
butanone, carbon disulfide, carbon tetrachloride, cyclohexane, dichlorodifluoromethane
(Freon 12), 1,1-dichlorothylene, 4-ethyltoluene, heptane, hexane, methyl-tert-butyl ether
Soil-Gas Sampling Report – Proposed DCC Mix Use Development, Charlotte, NC June 22, 2016
PSI Project Number 0457928

Page 6 of 7
(MTBE), 4-methyl-2-pentanone (MIBK), naphthalene, propene, styrene, tetrachloroethylene,
toluene, 1,1,1-trichloroethane, trichlorofluoromethane (Freon 11), 1,3,5-trimethylbenzene and
o-xylene.

The soil-gas samples were also analyzed for helium to evaluate influence from ambient air
above ground. The laboratory reported that the helium concentrations in all three (3) soil gas-
samples were below the laboratory reporting limit.
Vapor Intrusion Discussion
Vapor intrusion occurs when volatile chemicals migrate from underlying contaminated soil or
groundwater into a building through cracks or openings in the floor slab or directly through
the concrete to a lesser degree. Vapor intrusion occurs in response to both diffusion
(chemicals migrate from areas of high concentration to low concentration) and to advection
(chemicals migrate from areas of relative high pressure to lower pressure areas). Vapor
intrusion into a building is directly impacted by the building construction characteristics;
buildings with slab-on-grade construction with few slab cracks or penetrations and HVAC
systems that maintain the building under positive pressure would experience vapor intrusion
to a significantly lower degree than older buildings with basements, negative pressure
HVAC systems, and significant slab cracking. Vapor intrusion potential is also related to
the local geologic conditions and the depth of the contamination in relation to the slab; sites
with sandy soil and a shallow groundwater table would have a higher potential for vapor
intrusion than sites with deep groundwater and fine-grained relatively impermeable soils.
Data Analysis and Interpretation
The laboratory reported that there were 28 VOCs detected above laboratory method
detection limits. Of the 28 VOCs detected by the laboratory, the following CoCs had
concentrations above the NCDEQ residential vapor intrusion screening concentrations;
benzene, 1,3-butadine, chloroform, ethylbenzene, trichloroethylene, 1,2,4-trimethylbenzene
and m&p xylene. The laboratory reported concentrations of the detected VOCs were below
the NCDEQ non-residential vapor intrusion screening concentrations.
Conclusions and Recommendations
PSI has conducted the methane monitoring and investigation activities at the subject site in
general accordance with the contract between PSI and DCC Parcel B Plus LLC. Based on
the results of this limited soil gas sampling, PSI has developed the following conclusions and
recommendations:

Soil-Gas Sampling Report – Proposed DCC Mix Use Development, Charlotte, NC June 22, 2016
PSI Project Number 0457928

Page 7 of 7
Conclusions

 Twenty-eight (28) VOCs were detected above the laboratory method detection limits.
 None of the laboratory reported concentrations for the detected CoCs were above the
NCDEQ non-residential vapor intrusion screening concentrations.
 The laboratory reported concentrations of benzene, 1,3-butadine, chloroform,
ethylbenzene, trichloroethylene, 1,2,4-trimethylbenzene and m&p xylene above the
NCDEQ residential vapor intrusion screening concentrations.

Recommendations

Based on the proposed redevelopment of the site for commercial use, PSI recommends no
further assessment of the subject property is warranted at this time.
Warranty and Limitations
PSI warrants that the findings contained herein have been prepared in general accordance
with accepted professional practices at the time of its preparation, as applied by similar
professionals in the community. Changes in the state of the art or in applicable regulations
cannot be anticipated and have not been addressed in this report.

This field evaluation is limited to the conditions observed and to the information available at
the time of the work. The assessment and conclusions presented herein were based upon
the subjective evaluation of limited data.

Due to the limited nature of the work, there is a possibility that there may exist conditions
which could not be identified within the scope of the assessment or which were not apparent
at the time of report preparation. It is also possible that the testing methods employed at the
time of the report may later be superseded by other methods. The description, type, and
composition of what are commonly referred to as "hazardous materials or conditions" can
also change over time. PSI does not accept responsibility for changes in the state of the art,
nor for changes in the scope of various lists of hazardous materials or conditions. PSI
believes that the findings and conclusions provided in this report are reasonable. However,
no other warranties are implied or expressed.

PSI warrants that the findings and conclusions contained herein have been promulgated in
accordance with generally accepted environmental investigation methodology and only for
the site described in this report. The findings set forth in this report are strictly limited to the
date of the evaluation.

Soil-Gas Sampling Report – Proposed DCC Mix Use Development, Charlotte, NC June 22, 2016
PSI Project Number 0457928

Page 8 of 7
The conclusions presented in the report are based solely on the services described herein
and not on scientific tasks or procedures beyond the scope of agreed upon services.

No other warranties are implied or expressed.
Use By Third Parties
This report was prepared pursuant to the contract PSI has with DCC Parcel B Plus LLC.
That contractual relationship included an exchange of information about the subject site
that was unique and between PSI and its client and serves as the basis upon which this
report was prepared. Because of the importance of the communication between PSI and
its client, reliance or any use of this report by anyone other than DCC Parcel B Plus LLC
and Ram Development Company, for whom it was prepared, is prohibited and therefore
not foreseeable to PSI.

Reliance or use by any such third party without explicit authorization in the report does not
make said third party a third party beneficiary to PSI’s contract with DCC Parcel B Plus
LLC and Ram Development Company. Any such unauthorized reliance on or use of this
report, including any of its information or conclusions, will be at third party’s risk. For the
same reasons, no warranties or representations, expressed or implied in this report, are
made to any such third party.

Third party reliance letters may be issued on request and payment of the, then current fee
for such letters. All third parties relying on PSI’s reports, by such reliance, agree to be
bound by the proposal and PSI’s General Conditions. No reliance by any party is permitted
without such agreement, regardless of the content of the reliance letter itself.
Soil-Gas Sampling Report – Proposed DCC Mix Use Development, Charlotte, NC June 22, 2016
PSI Project Number 0457928

TABLE

Table 1: Soil Vapor Analytical Data Summary (Detected Parameters Only)
TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15
Boring Location Sample ID
Date
Collected
(m/dd/yy)
Sample
Depth
(ft. BGS)
VP-1 (128 West
Worthington)VP-1 5/25/2016 6.5'-7.5'670 700 22 53J 110 1.9J 61 <1.0 3.0J 6.6 720 56 580 510 3.5J 52 12 950 2.0J 41
VP-2 (126 West
Worthington)VP-2 5/25/2016 6.5'-7.5'250 330 13 20J 160 <1.5 3.6J 27.0 3.7J <0.97 420 23 320 260 <1.1 16 4.0J 620 <0.83 15
VP-3 (130 West
Worthington)VP-3 5/25/2016 6'-7'240 89 <0.51 81 180 <1.5 3.4J <2.0 2.3J <0.97 150 32 120 190 39 4.9J 9.2 1,700 <0.83 3.8J
216,000 120 13.9 34,800 4,870 156 40.7 41,700 695 1,390 374 NE NE 4,870 3,600 20,900 20.9 20,900 6,950 278
2,720,000 1,570 175 438,000 61,300 2,040 533 526,000 8,760 17,500 4,910 NE NE 61,300 47,200 263,000 263 263,000 87,600 3,500
NOTES Legend
BOLD Results Meet or Exceed the NCDEQ Residential Vapor Intrusion Screening Concentrations
BOLD Results Meet or Exceed the NCDEQ Non-Residential Vapor Intrusion Screening Concentrations
3. NCDEQ = North Carolina Department of Environmental Qualitity BOLD Results Meet or Exceed the NCDEQ Residential and Non-Residential Vapor Intrusion Screening Concentrations
4. DWM = Division of Waste Management
4. NE = Not established
5. J = Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated concentration (CLP J-Flag)
NCDEQ - DWM - Residential Vapor Intrusion Screen Levels for
Sub Slab and Exterior Soil Screening Level (March 2016) Methyl tert-Butyl Ether (MTBE)NCDEQ - DWM - Non-Residential Vapor Intrusion Screen
Levels for Sub Slab and Exterior Soil Screening Level (March
2016) Heptane2-Butanone (MEK)4-Methyl-2-pentanone (MIBK)NaphthalenePropeneStyreneTetrachloroethylene126 West Worthington Property
126, 128 and 130 West Worthington Avenue
Charlotte, Mecklenburg County,North Carolina
PSI Project No. 0457928
Analytical Method Dichlorodifluoromethane (Freon 12)CyclohexaneEthylbenzene4-EthyltolueneBenzeneAcetoneCarbon Tetrachloride1,3-ButadineChloroform1,1-DichlorethyleneContaminant of Concern
Carbon Disulfide1. ft. BGS = feet below ground surface
2. Results reported in µg/m3 = micrograms per meter cubed Hexane
Table 1: Soil Vapor Analytical Data Summary (Detected Parameters Only)
126 West Worthington Property
126, 128 and 130 West Worthington Avenue
Charlotte, Mecklenburg County,North Carolina
PSI Project No. 0457928
Analytical Method TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15 TO-15
Boring Location Sample ID
Date
Collected
(m/dd/yy)
Sample
Depth
(ft BGS)
VP-1 (128 West
Worthington)VP-1 1,500 4.6J 19 3.3J 140 34 1,600 620
VP-2 (126 West
Worthington)VP-2 1,800 <0.18 <0.30 2.8J 54 19 1,400 370
VP-3 (130 West
Worthington)VP-3 1,300 <0.18 <0.30 2.2J 95 20 590 160
34,800 34,800 13.9 NE 48.7 NE 695 695
438,000 438,000 175 NE 613 NE 8,760 8,760
NOTES Legend
BOLD Results Meet or Exceed the NCDEQ Residential Vapor Intrusion Screening Concentrations
BOLD Results Meet or Exceed the NCDEQ Non-Residential Vapor Intrusion Screening Concentrations
3. NCDEQ = North Carolina Department of Environmental Qualitity BOLD Results Meet or Exceed the NCDEQ Residential and Non-Residential Vapor Intrusion Screening Concentrations
4. DWM = Division of Waste Management
4. NE = Not established
5. J = Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated concentration (CLP J-Flag)
NCDEQ - DWM - Residential Vapor Intrusion Screen Levels for
Sub Slab and Exterior Soil Screening Level (March 2016)
Analytical Method
Contaminant of Concern
Toluene1,1,1-TrichloroethaneTrichloroethyleneNCDEQ - DWM - Commercial Vapor Intrusion Screen Levels for
Sub Slab and Exterior Soil Screening Level (March 2016) Trichlorofluoromethane (Freon 11)1,2,4-Trimethylbenzene1. ft. BGS = feet below ground surface
2. Results reported in µg/m3 = micrograms per meter cubed 1,3,5-Trimethylbenzenem&p-Xyleneo-Xylene
Soil-Gas Sampling Report – Proposed DCC Mix Use Development, Charlotte, NC June 22, 2016
PSI Project Number 0457928

FIGURES

126 West Worthington Site
126, 128 and 130 West Worthington Avenue
Charlotte, Mecklenburg County, North Carolina
PSI Project No.
0457928-1
N
Approximate Scale:
Site Location Map
Figure 1Not to ScaleSource: USGS Charlotte East, N.C., 1967 (Photorevised 1988)
Approximate Site Location
N
Vapor Point Location Map
PSI Project No.
0457928-1
Approximate Scale:Figure
1Not to ScaleSource: Mecklenburg County GIS 2015
Commercial Building
126, 128, &130 West Worthington Ave
And 1817 Hawkins Street
Charlotte, Mecklenburg County, NC
Approximate Property
Boundary
= Pole-mounted Transformer
= Drop Inlet Storm Drain
Storm Drain Along Building
Used Oil Drum
Area of Standing Water with oil Sheen
1817 Hawkins Street (1951)
124/126 West Worthington Ave (1962)
128 West Worthington Ave (1962)
130 West Worthington Ave (1966)
= Vapor Point Location
FIGURE-3 - TYPICAL VAPOR POINT DIAGRAM
Project Number: 0457928 Date Started:
Project Name:Date Completed:
Location:Charlotte, North Carolina
Drilling Method:Direct Push Vapor Point Length:
Sampling Method:Gravel Pack Type:
Ground Elevation:Grout Type/Quantity:
Top of Casing:Depth to Water:
Logged By:Groundwater Elevation:
Remarks:Typical Vapor Point Diagram
DEPTH
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
8.0
2"
Groundsurface
Teflon Tubing
Bentonite/Concrete Seal
Vapor Point Diameter:
N/A
N/A
#2 Filter Sand
1.0-Feet
0.25-inches
Page 1 of 1
0.5
5/28/2016
5/28/2016
126 West Worthington Ave
N/A
Continues
N/A
BML
Stainless Vapor Point
#2 Filter Sand
VAPOR POINT
Soil-Gas Sampling Report – Proposed DCC Mix Use Development, Charlotte, NC June 22, 2016
PSI Project Number 0457928

LABORATORY ANALYTICAL
REPORT – VAPOR

Page 1 of 26
Page 2 of 26
Page 3 of 26
Page 4 of 26
Page 5 of 26
Page 6 of 26
Page 7 of 26
Page 8 of 26
Page 9 of 26
Page 10 of 26
Page 11 of 26
Page 12 of 26
Page 13 of 26
Page 14 of 26
Page 15 of 26
Page 16 of 26
Page 17 of 26
Page 18 of 26
Page 19 of 26
Page 20 of 26
Page 21 of 26
Page 22 of 26
Page 23 of 26
Page 24 of 26
Page 25 of 26
Page 26 of 26