26086_Asheville Mall Sears_Phase II Report_20150417

A:, OM
April 17, 2015
Mr. Michael Olsen
Director, Environmental Affairs
Sears Holdings Management Corporation
3333 Beverly Road, 135-362A
Hoffman Estates, IL 60179
Re: Phase II Environmental Site Assessment
Sears Store #1185/Sears Auto Center #6035
1 S Tunnel Road
Asheville, INC 28805
URS Job Number 14966771.01185
Dear Mr. Olsen:
INTRODUCTION
Phase II Environmental Site Assessment
Sears Store #1185/Sears Auto Center #6035
1 S Tunnel Road
Asheville, North Carolina 28805
April 17, 2015
Privileged work client product —
Prepared at the request of counsel.
URS Corporation, an AECOM company, is pleased to provide this letter report to Sears Holdings
Management Corporation (Sears) and their successors and assigns, summarizing the results of a
Phase II Environmental Site Assessment (ESA) conducted at the above -referenced subject property.
This investigation was based on recognized environmental conditions (RECs) identified in a Phase I
Environmental Site Assessment (ESA) conducted of the subject property by URS in December 2014.
This investigation followed the scope of work outlined in URS Proposal No. P1522-15-058 Revision 2
Southeast dated February 19, 2015.
The following report sections present the project background, investigation scope, field observations,
analytical results, and conclusions of the investigation. The text is followed by attachments including
a site plan and boring location figure (Figure 1), soil sample analytical summary table (Table 1),
groundwater analytical summary table (Table 2), soil boring logs are included as Appendix A, and
the laboratory report including chain of custody are included as Appendix B.
BACKGROUND
URS previously conducted a Phase I ESA of the subject property in accordance with ASTM Standard
Practice E1527-13. Based on the findings of the subject property reconnaissance, historic review,
and available documentation, URS identified the following RECs:
The six active in -ground hydraulic lifts and eight inactive in -ground lifts were reportedly
installed at the subject property at the time of the building's initial construction (1971). In
addition, several lifts have apparently been removed. The soils around one lift that was
removed in 1996 were tested at the time of abandonment, and petroleum impacts were
reported at elevated concentrations and removal documentation was not available for review
for some of the former in -ground lifts. In addition, the soils around the former in -ground
hydraulic lifts did not appear to have been tested for polychlorinated biphenyls (PCBs). As
the current and former in -ground lifts were installed prior to 1979, the potential for these lifts
to have utilized PCB -containing hydraulic fluids exists and the potential for releases from the

AZCOM Phase II Environmental Site Assessment
Sears Store #1185/Sears Auto Center #6035
1 S Tunnel Road
Asheville, North Carolina 28805
April 17, 2015
Privileged work client product —
Prepared at the request of counsel.
active and inactive lifts cannot be ruled out. However, analytical data from one of the
removed lifts did not detect PCBs.
• The oil/water separator and floor drains were installed at the subject property at the time of
the building's initial construction (1971). The oil/water separator and floor drains have
historically received influents from the servicing of automobiles and the potential for releases
cannot be ruled out.
Groundwater sampling analytical results confirmed contamination of the groundwater by
chlorinated VOCs, some of which exceeded their respective groundwater standards.
Groundwater investigations at the subject property concluded that the chlorinated solvents
were from an upgradient source. In a letter dated August 31, 2000, the UST Section of
NCDENR agreed that the chlorinated solvent contamination detected in onsite wells migrated
from an unspecified off -site sources. The documented chlorinated solvent plume on the
subject property from an unspecified upgradient source represents a REC to the subject
property.
SITE INVESTIGATION
The following investigation was conducted to evaluate environmental conditions at the subject
property. This included completion of an intrusive investigation to evaluate the presence or absence
of impacts to soil and groundwater at the subject property with respect to the above identified RECs.
The investigation generally followed practices and methodologies established by ASTM Standard
Practice for Environmental Site Assessments: Phase II Environmental Site Assessment Process
(E1903-11).
Terms and Conditions
Mr. Michael Olsen of Sears authorized this Phase II ESA scope of work on February 20, 2015 via
URS's proposal P1522-15-058 Revision 2 Southeast dated February 19, 2015. The terms and
conditions of this project are described in the Master Environmental Services Agreement (MSA)
between URS and Sears dated October 23, 2006 and the MSA Extension between URS and Sears
dated May 14, 2014 except as modified in the proposal.
User Reliance
This report was prepared in confidence at the request and for the sole use of Sears Holdings
Management Corporation its affiliates and subsidiaries. The contents hereof may not be used or
relied upon by any other party without the express written consent of URS. Any use or reliance by a
third party shall be at the party's sole risk.
Limitations
This Phase II ESA was designed to evaluate the presence or absence of potential material impacts at
the subject property with respect to the identified RECs for due diligence purposes. This investigation
was not designed to fully characterize the nature and extent of potential impacts, if identified, on the
subject property.
The investigation was conducted as a screening -level assessment to disclose to a prospective buyer.
It was not intended to satisfy specific regulatory program requirements for agency submittal. It will be

A4OM Phase II Environmental Site Assessment
Sears Store #1185/Sears Auto Center #6035
1 S Tunnel Road
Asheville, North Carolina 28805
April 17, 2015
Privileged work client product —
Prepared at the request of counsel.
the responsibility of Sears to evaluate regulatory agency reporting obligations and, if deemed
necessary, to report the Phase II ESA findings to the appropriate agencies.
Soil boring locations at the subject property were based on information compiled in the Phase I ESA.
Final boring placement was based on utility mark -outs, physical limitations of the site, and general
site access. No Phase II ESA work was conducted off -site or in proximity to known utilities and right-
of-ways.
The laboratory analysis included a reasonable parameter set with respect to the RECs but it did not
constitute an exhaustive search for potential constituents of concern related to potential impacts to
the subject property. The number soil borings, the number of soil and groundwater samples collected
for laboratory analysis, and the laboratory parameter set recognized reasonable limits of investigation
time and cost.
Findings and conclusions provided herein are based on information derived from the limited on -site
investigation performed under this scope of work; such information is subject to change over time.
Subsurface conditions may vary from those encountered at specific borings or temporary wells; our
interpretations and findings are based upon professional judgment after reviewing the data obtained
at the time of the Phase II ESA.
Health and Safety
Prior to mobilizing equipment to the subject property, an investigation specific health and safety plan
(HASP) was prepared and kept on site during all field activities. The HASP addressed the subject
property specific risks and management strategies for the activities conducted during the
investigation. For documentation purposes, a copy of the plan has been archived in the URS project
file.
URS took the following steps to locate and clear boring locations of underground utilities
• URS contacted the local public utility identification service to mark utilities crossing the
property from the property boundary to a metering point (NC One Call).
• URS contracted with Taylor Wiseman & Taylor, a private utility marking company, to screen
soil boring locations for unmarked subsurface utilities. The screening method utilized
geophysical methods including Ground Penetrating Radar (GPR).
• URS reviewed construction drawings as provided by Sears for unmarked subsurface utilities.
• URS conferred with the site contact regarding known or suspected unmarked subsurface
utilities.
• URS did not advance any soil borings until the above measures were completed. Where
reasonable doubt that these measures were not sufficient to clear a boring location, then the
boring location was advanced by coring through the surface finish material and then hand
auguring to 3 feet below grade prior to advancing direct -push rig tooling.
It is URS' understanding that no damage to underground utilities on the subject property occurred
during the investigation.

ACOM Phase II Environmental Site Assessment
Sears Store #1185/Sears Auto Center #6035
1 S Tunnel Road
Asheville, North Carolina 28805
April 17, 2015
Privileged work client product —
Prepared at the request of counsel.
Boring Locations
On March 2-3, 2015, seventeen (17) soil borings (designated 1185-FD-1 through 1185-FD-3, 1185-
HL-1 through 1185-HL-6 and 1185-FHL-1 through 1185-FHL-8) were advanced on -site (Figure 1) to
evaluate soil conditions. Groundwater was not encountered in the soil borings installed at the site
prior to probe refusal. Two existing groundwater monitoring wells previously installed along the
upgradient subject property boundary were sampled to evaluate the concentrations of chlorinated
solvent plume migrating from an unspecified upgradient source onto the subject property. Soil boring
locations targeted key site features. These included:
Underground Hydraulic Vehicle Lifts: Approximately 15 foot advancement depth.
• 1185-HL-1 through 1185-HL-6
Former Underground Hydraulic Vehicle Lifts: Approximately 15 foot advancement depth.
• 1185-FHL-1 through 1185-FHL-8
Oil -Water Separator: Approximately 9 foot advancement depth.
• Soil samples were not collected from around the oil -water separator due to its inaccessible
location.
Floor Drains: Approximately 5 foot advancement depth.
• 1185-FD-1 through 1185-FD-3
Boring Advancement
On March 2-3, 2015, seventeen (17) soil borings (designated 1185-FD-1 through 1185-FD-3, 1185-
HL-1 through 1185-HL-6 and 1185-FHL-1 through 1185-FHL-8) were advanced by Ground Zero
Drilling, Inc. using a direct -push rig. Soil borings were advanced to sample refusal depths of 15 feet
below ground surface (bgs) at 1185-HL-1 through 1185-HL-6 and 1185-FHL-1 through 1185-FHL-8
and 5 feet bgs at 1185-FD-1 through 1185-FD-3. Saturated materials were not encountered in any of
the borings at the planned boring depth of 24 feet bgs; therefore, groundwater samples were not
collected from the soil borings.
Soil cuttings from the unconsolidated interval in each of the soil borings were collected with a lined
dual tube sampler, and recovered materials were screened for ionizable organic compounds in the
field using a calibrated photoionization detector (PID).
All recovered materials were described using the terminology of the Unified Soil Classification System
(USCS) in general accordance with American Society for Testing and Materials (ASTM) D 2487. Site
personnel recorded lithology characteristics, PID responses to screened soils and ambient air, and
any visible or olfactory evidence of impacts to the recovered soils on boring logs. Formatted copies
of the boring logs are attached.
4

A COM Phase II Environmental Site Assessment
Sears Store #1185ISears Auto Center #6035
1 S Tunnel Road
Asheville, North Carolina 28805
April 17, 2015
Privileged work client product —
Prepared at the request of counsel.
Soil Samples
Generally, one soil sample was collected from each soil boring described above. The soil samples
were collected from the interval with field evidence of impacts, or in the absence of field evidence of
impacts, from the invert depth of the targeted site feature.
The soil samples selected for laboratory analysis were identified as:
Underground Hydraulic Vehicle Lifts:
• 1185-HL-1 (13-15')
• 1185-HL-2 (13-15')
• 1185-HL-3 (13-15')
• 1185-HL-4 (13-15')
• 1185-HL-5 (13-15')
• 1185-HL-6 (13-15')
Former Underground Hydraulic Vehicle Lifts:
• 1185-FHL-1 (13-15')
• 1185-FHL-2 (13-15')
• 1185-FHL-3 (13-15')
• 1185-FHL-4 (13-15')
• 1185-FHL-5 (13-15')
• 1185-FHL-6 (13-15')
• 1185-FHL-7 (13-15')
• 1185-FHL-8 (13-15')
Floor Drains:
• 1185-FD-1 (4-5')
• 1185-FD-2 (4-5')
9

AXOM
• 1185-FD-3 (4-5')
Phase II Environmental Site Assessment
Sears Store #1185/Sears Auto Center #6035
1 S Tunnel Road
Asheville, North Carolina 28805
April 17, 2015
Privileged work client product —
Prepared at the request of counsel.
Sample identification is by store number, boring number then sample depth range in feet bgs.
Groundwater Samples
Groundwater sample collection was attempted at select soil boring locations (Figure 1).
Groundwater was not encountered in any of the borings; however, two (2) groundwater samples were
collected from two on -site groundwater monitoring wells that were previously installed along the
upgradient property boundary to evaluate the migration of an unspecified documented chlorinated
solvent plume onto the subject property.
The groundwater samples collected from the monitoring wells were identified as:
• 1185-Offsite-1 GW
• 1185-Offsite-2 GW
Sample identification is by store number, groundwater designation, well number, and then sample
type. The samples were labeled "offsite" since the samples are representative of the groundwater
quality migrating from an unspecified documented offsite source onto the subject property.
Groundwater samples were collected using a 2-inch disposable bailer.
Samples were packed in a cooler containing wet ice. The samples were then transported under
standard chain -of -custody protocols to the Pace Analytical Services, Inc. location in Asheville, NC.
The service center then transported the samples to its Huntersville, North Carolina location for
laboratory analyses.
Laboratory Analysis
The soil and groundwater samples were analyzed by a site feature based parameter set. Feature
and parameter set is described below followed by a description of the analytical methods.
Underground Hydraulic Vehicle Lifts: polynuclear aromatic hydrocarbons (PAHs) and
polychlorinated biphenyls (PCBs)
• Former Underground Hydraulic Vehicle Lifts: PAHs and PCBs
• Floor Drains: volatile organic compounds (VOCs) and PAHs
Analytical Methods
The following analytical methods were used:
• VOCs by U.S. Environmental Protection Agency (EPA) Method 8260.
• PAHs by U.S. EPA Method 8270 SIM.
M.

0u
• PCBs by U.S. EPA Method 8082.
Phase II Environmental Site Assessment
Sears Store #1185/Sears Auto Center #6035
1 S Tunnel Road
Asheville, North Carolina 28805
April 17, 2015
Privileged work client product —
Prepared at the request of counsel.
Soil sample aliquots for VOC analysis were field preserved using Terracore Kits (U.S. EPA Method
5035).
One trip blank per property was submitted for analysis of VOCs. Because this investigation was
designed to evaluate the presence or absence of impacts, no additional field quality control (QC) or
quality assurance (QA) samples were collected. The trip blank for this site was inadvertently left out of
the sample cooler upon delivery to the lab.
Pace Analytical Services, Inc., a NELAC certified laboratory, analyzed the samples on a 5-business
day turnaround upon laboratory receipt.
Decontamination
All reusable sampling tools were decontaminated between uses as appropriate by washing with a
non -phosphate detergent solution, rinsing with potable water, and air drying.
Disposable sampling equipment, including gloves, tubing, sampler sleeves, and temporary well
materials, were only used once and discarded following use. Disposable sampling equipment was
managed as solid waste. It was collected in plastic garbage bags and placed in an on -site receptacle
for off -site disposal.
Investigation Derived Waste
Investigation derived waste (IDW) (soil cuttings, water, etc.) generated during this investigation was
placed back in their respective borings prior to abandonment.
Boring Decommissioning
Soil borings were decommissioned by backfilling with bentonite granules and then surface finishing
as applicable with concrete and/or asphalt patch, as appropriate.
FIELD OBSERVATIONS
Fieldwork for the investigation was completed on March 2--3, 2015 by Mr. Marc McFarland of URS. f
Ground Zero Drilling, Inc. was contracted for direct -push rig services. The weather during the
fieldwork was cloudy and approximately 42 degrees Fahrenheit.
Detailed lithologic descriptions with field screening results are presented in the attached boring logs.
The boring logs present URS's interpretation of subsurface conditions based on visual examination of
the recovered samples. The lines designating an interface between various soil types on the logs are
an approximation; the actual transition between materials may be gradual.
In summary of the lithology encountered, the upper few feet of soil appeared to have been disturbed
from site development. Native soils recovered from the site generally consisted of a sandy silt.
Groundwater was not encountered in any of the borings.

► XOM Phase II Environmental Site Assessment
Sears Store #1185/Sears Auto Center #6035
1 S Tunnel Road
Asheville, North Carolina 28805
April 17, 2015
Privileged work client product —
Prepared at the request of counsel.
Field screening identified PID responses, visible, and/or olfactory evidence of impacts, if any, in soils
and groundwater recovered as described below by target feature:
• Underground Hydraulic Vehicle Lifts:
1185-HL-1 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 14 to
22.8 parts per million [ppm])
1185-HL-2 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 12.1 to
18.4 ppm)
1185-HL-3 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 11 to
15.9 ppm)
1185-HL-4 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 7.4 to
14.6 ppm)
1185-HL-5 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 10 to
13.8 ppm)
1185-HL-6 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 12.9 to
22 ppm)
• Former Underground Hydraulic Vehicle Lifts.
1185-FHL-1 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 5.4 to
15 ppm)
1185-FHL-2 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 16.3 to
18.4 ppm)
1185-FHL-3 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 10.9 to
19.2 ppm)
1185-FHL-4 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 14.4 to
17.7 ppm)
1185-FHL-5 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 15.9 to
20.7 ppm)
1185-FHL-6 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 8.0 to
14 ppm)
1185-FHL-7 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 7.7 to
13.3 ppm)
1185-FHL-8 (13-15') (no visible and/or olfactory evidence of impacts; PID readings of 4.8 to
10.1 ppm)
W

A.XOM Phase II Environmental Site Assessment
Sears Store #1185/Sears Auto Center #6035
1 S Tunnel Road
Asheville, North Carolina 28805
April 17, 2015
Privileged work client product —
Prepared at the request of counsel.
• Floor Drains:
1185-FD-1 (4-5') (no visible and/or olfactory evidence of impacts; PID readings of 7.9 to 12
ppm)
1185-FD-2 (4-5') (no visible and/or olfactory evidence of impacts; PID readings of 6.3 to 9
ppm)
1185-FD-3 (4-5') (no visible and/or olfactory evidence of impacts; PID reading of 8.8 ppm)
ANALYTICAL RESULTS
The following report sections discuss the screening values used then the analytical results. Soil
sample analytical results are summarized in Table 1 and groundwater analytical results are
summarized in Table 2. Several constituents of concern were detected above the laboratory
analytical reporting limit in the collected groundwater samples. A copy of the laboratory report is
attached.
Results Comparison
The analytical results were compared to the North Carolina Department of Environment and Natural
Resources (NCDENR) Inactive Hazardous Sites Branch Preliminary Soil Remediation Goals (PSRG)
Table (Updated First and Third Quarter of Calendar year) effective January 2014. The soil values are
included on Table 1 for comparison and the emphasis of the sample results discussion below
Groundwater sample results were compared to NCDENR 2L Class GA standards. The groundwater
values are included on Table 2 for comparison.
These values are useful for the screening of a site to comparing reported constituent concentrations
against values considered protective of human health and the environment. Although other state and
Federal screening levels criteria may also be applicable and/or relevant to the site, they were not
evaluated within the intended scope of this investigation.
Soil Sample Results
The soil sample results summary is presented by target feature then constituent group with a focus
on PSRG exceedances.
• Underground Hydraulic Vehicle Lifts.
PAHs: Detections above laboratory analytical reporting limits; however, no
exceedances above PSRGs.
o PCBs: No detections above laboratory analytical reporting limits.
• Former Underground Hydraulic Vehicle Lifts:
o PAHs: Detections above laboratory analytical reporting limits; however, no
exceedances above PSRGs.

I XOM Phase II Environmental Site Assessment
Sears Store #1185/Sears Auto Center #6035
1 S Tunnel Road
Asheville, North Carolina 28805
April 17, 2015
Privileged work client product —
Prepared at the request of counsel.
o PCBs: No detections above laboratory analytical reporting limits.
• Floor Drains:
o VOCs: No detections above laboratory analytical reporting limits.
PAHs: Detections above laboratory analytical reporting limits; however, no
exceedances above PSRGs.
Groundwater Sample Results
The groundwater sample results summary is presented constituent group with a focus on 2L
exceedances. The groundwater samples were collected from on -site groundwater monitoring wells to
evaluate the chlorinated solvent plume that is migrating onto the subject property from a unspecified
documented offsite source.
• Monitoring wells:
o VOCs: Detections above laboratory analytical reporting limit and exceedances above
the NCDNER 2L standards in samples 1185-Offsite-1 GW and 1185-Offsite-2 GW for
tetrachloroethene (0.31 mg/L and 0.15 mg//L, respectively), trichloroethene (0.12
mg/L and 0.0071 mg/L, respectively). Vinyl chloride was only detected in
exceedance above its 2L standard in sample 1185-Offsite-1 GW (0.0074 mg/L).
o PAHS: No detections above laboratory analytical reporting limit.
CONCLUSIONS
The Phase II ESA described in this report was conducted to evaluate soil and groundwater conditions
at the subject property. The investigation included the collection and analysis of seventeen (17) soil
and two (2) groundwater samples for constituents of concern associated with subject property
features including underground vehicle lifts and floor drains. Groundwater was not encountered at
the planned boring depths of 24 feet bgs. Two onsite monitoring wells were sampled to evaluate the
concentrations of chlorinated solvent plume migrating onto the subject property from a unspecified
documented offsite source.
Soil sample analytical results were compared to NCDENR PSRGs Table (Updated First and Third
Quarter of Calendar year) effective January 2014. Groundwater sample results were compared to
NCDENR 2L Class GA standards.
No visible and/or olfactory evidence of impacts was documented in the soil borings. PID readings
from the field screening of the soil samples ranged from 0 ppm to a high of 22.8 ppm.
Underground Hydraulic Vehicle Lifts and Former Underground Hydraulic Vehicle Lifts had soil
samples analyzed for PAHs and PCBs. No detections above laboratory analytical reporting limits
were reported.
10

AZCO ' Phase II Environmental Site Assessment
Sears Store #1185/Sears Auto Center #6035
1 S Tunnel Road
Asheville, North Carolina 28805
April 17, 2015
Privileged work client product —
Prepared at the request of counsel.
Floor drains had soil samples analyzed for PAHs and VOCs. The laboratory reported concentrations
of PAHs above detection limits; however, no PSRGs exceedances were identified for PAHs and
VOCs.
On -site groundwater monitoring wells had groundwater samples analyzed for VOCs and PAHs. The
laboratory reported detections above laboratory analytical reporting limit and exceedances above 2L
standards in samples 1185-Offsite-1 GW and 1185-Offsite-2 GW for tetrachloroethene (0.31 mg/L
and 0.15 mg//L, respectively), trichloroethene (0.12 mg/L and 0.0071 mg/L, respectively). Vinyl
chloride was only detected in exceedance above its 2L standard in sample 1185-Offsite-1 GW
(0.0074 mg/L). The analytical results of the groundwater samples is consistent with previous data
generated during the groundwater sampling events performed for the adjacent site and indicates the
adjacent site has impacted the subject property.
CLOSING
URS appreciates the opportunity to conduct this project for Sears. If there are any questions or
comments regarding the report or if you desire additional information regarding the project, please
call.
Very truly yours,
URS CORPORATION
� sn�
Ryan McClure
Geologist
Brent Jacobs, PG
Senior Project Manager
Attachments
Figure 1
Site Layout and Sample Point Location
Table 1
Soil Analytical Results
Table 2
Groundwater Analytical Results
Appendix A
Soil Boring Logs
Appendix B
Laboratory Report
11

HOURE
Site Layout and Sample Point Location

Soil and Groundwater analytical Results

]4
�
;7
)
-
-
eegz
!--
—
V
\
@@gees
BG2p99g
C,
0
7
{®
)2
)
0OL0
!n9
e:229g:
7
l;g922;
9:g;;99
±
)
�
z z92
2
- -
41
\Z
k
-§!2
M
»;2Re9e
f
,
]
o
f
)
,egzz
a
-
fƒ
_
;
@9R227;
/�
]
!
g2p22;;
27y2292
/z
)f
|2
k
_g2g=z
_zz_z
z
<
z
_-
!
)z
Q9--2Zz
;
_/
---Kz
\4
§
-
- -
))
§5555N
)
15
\&
§;E2KJm§
!
=
|3
;,l..,l=
ik
)
-
j
z
`
§
!§;:!�!
•
„
:!
&..�U-
;E��;J�,

U)
d
v °.
N
0)L
:k U
7
�O
.Z
.Z iC
Z
Z
U
O
.° L °
N
E
°
-
!C N
>
Q.
�? ih
a
I' O
.O
Z
D
m
O
0
`m
U
L
O
Z
J
N
r
O O
r O
O O
f7
0 O
O O
O
l0
J
6 00
0
O
0
O
N
d
N
N
L W
_
J
o
a
E
da
L
? L
c
E
E
m
N
O
E
L O
L
O
N
N C
O
N
?
O
V L
O0
y
° L
"p U
:E
(14 U
O`
O U
y
m
o
mo
OLryH�'�S
L —
° >.
2
Q
� _N
E N
a Z O
m , c
U o
W ? N
41
U
N
c U J
j j
N O N W
... C7 I a
J N l0 U
) o
O Z N N
N U m ¢ m
t U
Z
0 U Z E
U m ° ° U0-7
v
UQ >�
Q N O N O
U 1 Q y C C C
O
a nw m x E E E m
�Eac>w° maw
U W N C N
N O)QUO
T— O O O Q
E Z Z Z G M d
0
O` L N
y y 0 0 i
y d U o 0
Z
ZoEJ vz�
(n EZZZMZ-(