Glendale City Council
October 20, 2026

Geologic information can be used by the environmental professional in forming an opinion about the relative speed

GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional

GROUNDWATER FLOW VELOCITY INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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TC4932387.2s Page A-5
very fine sandy loam
weathered bedrock
sand
coarse sand
gravelly - sandy loam
silty clay loam
clay loam
Deeper Soil Types: stratified
silty clay
sand
gravelly - loam
Shallow Soil Types: fine sandy loam
sand
gravelly - sand
coarse sand
gravelly - sandy loam
clay loam
fine sand
sandy loam
loamy sand
silt loam
clay
Surficial Soil Types: loam
sand
gravelly - sand
coarse sand
gravelly - sandy loam
clay loam
fine sand
sandy loam
loamy sand
silt loam
clay
Soil Surface Textures: loam
appear within the general area of target property.

Based on Soil Conservation Service STATSGO data, the following additional subordinant soil types may

OTHER SOIL TYPES IN AREA
Min: 0.00
Max: 0.00
Min: 0.00
1 0 inches 6 inches variable Not reported Not reported Max: 0.00 Soil Layer Information
Boundary Classification
Permeability
Rate (in/hr) Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
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TC4932387.2s Page A-6
B5 2074 1/2 - 1 Mile West
B4 22698 1/2 - 1 Mile West
3 2075 1/2 - 1 Mile West
A2 2073 1/8 - 1/4 Mile ENE
A1 2076 1/8 - 1/4 Mile ENE

STATE DATABASE WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
Note: PWS System location is not always the same as well location.

No PWS System Found

FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION

LOCATION

MAP ID WELL ID FROM TP
No Wells Found

FEDERAL USGS WELL INFORMATION

LOCATION

MAP ID WELL ID FROM TP
State Database 1.000
Federal FRDS PWS Nearest PWS within 0.001 miles
Federal USGS 1.000

WELL SEARCH DISTANCE INFORMATION
DATABASE SEARCH DISTANCE (miles)
opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental

LOCAL / REGIONAL WATER AGENCY RECORDS
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ®
4870 of 5188
EDR Inc.
0 2
2 2 6 4 0
2 6 0 0
2 2 6 0 0
5 60 2 5 6 0
2 5 20
2 5 2 0
2 4 8 0
2 4 8 0 1 9 2 0
1 9 6 0
2 0 0 0
2 0 4 0
2 1 2 0 2 1 6 0
2 2 0 0
2 2 00
2 2 4 0
2 2 4 0 2 2 8 0
2 3 2 0
2 3 20
2 3 6 2 0 4 0 0
2 4 0 0
2 4 4 0
2 3 6 0 2 4 0 0
2 4 4 0 2 5 2 0
2 5 2 0
2 5 60
2 6 0 0 2 6 4 0 2 6 8 0 2 7
2 7 6 0 2 8 0 0
2 8 00 2 8 40
2 8 80 2 9 2 0 2 9 60
2 8
2 8 0040
2 8 8 0
2 840 2 8 8 0 2 9 2 0
2 9 6 0 3 0 0 0 3 0 4 0 3 0 8 0 3 1 2 0
3 1 6 0
3 1 6 0
3 160
3 2 0 0
3 2 4 0
3 2 8 0 3 3 2 0 3 3 6 0 3 4 0 0
3 4 0 0
33 4 0 0
3 4 4 0
3 4 4 0
3 4 8 0
3 5 2 0 3 5 6 0 3 6 0 0
3 6 8 0 3 7 2 0
2 2 4 0
2 3 6 0
2 2 0 0
2 4 40 2 4 00 2 2 3 6 0 3 2 0
2 2 8 0
2 2 4 0
2 2 0 0
2 1 6 0
2 1 6 0
2 1 2 0
2 1 2 0
2 0 8 0
2 0 8
1 840
0 2 0 4 0
2 0 4 0
2 0 0 0
2 0 0 0
1 9 6 0
1 9 60
2 0 0 0
1 9 2 0
1 9 2 0
1 8 8 0
1 8 8 0
1 8 8 0
1 8 4 0
1 8 4 0
1 8 4
1 0
9 60
1 9 6 0
1 9 20
1 8 80
1 8 80 1 8 4 0
1 8 0 0
1 8 0 0
1 8 0 0
2 6 80
1 3 2 0
2280
3 080
4 0
3 040
0 0 0
2 9 6 0
9 6 0
2 9 2 0
9 2 0
1 3 6 0
1 3 6 0
1 4 0 0 1 4 0 0
2 8 80
8 0
1 4 4 0
1 4 4 0
1 4 4 0
2 8 4 0
8 4 0
2 8 40
1 4 8 0
1 4 80
1 4 80
1 4 80
1 5 2 0
1 5 2 0
1 5 2 0
1 5 2 0 1 5 2 0
1 1 5 6 0
1 5 60 1 5 6 0
1 5 60
1 6 00
1 6 0 0
1 6 0 0
1 6 0 0
1 6 0 0
2 8 0 0
2 8 00
2 7 6 0 2 7 20
0 1 6 4 0
1 6 4 0
1 6 4 0
1 6 4 0
1 6 4 0
1 6 4 0
2 6 8 0
2 6 4
2 0
6 4 0
1 6 8 0
1 6 8 0
1 6 8 0
1 6 80 1 6 8 0
1 6 8 0
1 6 8 0
1 7 2 0
1 7 2 0
1 7 2 0
7 2 0
1 7 2 0
1 7 2 0 1 7 2 0
1 7 60
1 7 6 0
1 7 6 0
1 7 6 0
1 7 6 0
1 7 6 0
1 7 6 0
1 7 6 0
2 6 00
2 6 0 0
2 5 60
2 5 60
2 5 6 0
2 5 20
2 5 2 0
2 5 20
2 4 8 0
2 4 80
2 4 8 0
2 4 4 0
2 4 40
2 4 4 0
2 4 0 0
2 4 0 0
2 4 0 0
2 3 6 0
2 3 6 0
2 3 6 0 2 3 2 0
2 3 20
2 2 80
2 2 8 0
2 2 80
2 2 40
2 2 4 0
2 2 4 0
2 2 4 0
2 2 00
2 2 0 0
2 2 0 0
2 2 0 0
2 1 6 0
2 1 6 0
2 1 6 0
2 1 2 0
2 1 2 0
2 1 2 0
2 0 8 0
2 0 8 0
2 0 8 0
2 0 80
2 0 40
2 0 40
2 0 4 0
2 0 40
2 0 0 0
2 0 0 0
2 0 0 0
2 0 00
2 0 00
1 9 6 0
1 9 6 0
1 9 6 0
1 9
1 60
9 60
1 9 2 0
1 9 20
1 9 2 0
1 9 20
1 8 80
1 8 8 0
1 8 8 0
1 8 8 0
1 8 40
1 8 4 0
1 8 4 0
1 8 4 0
1 8 0 0
1 8 0 0
1 8 0 0 1 8 0 0
2 8 0
2 4 80
0 3 1 2 0 3 0 8 0
2 9 2 0 2 7 6 0
3 0 4 0
3 3 6 0
2 4 40
2 8 80
3 3 2 0 3 2 80
3 2 40
2 8 4 0
3 2 0
2 8 0 0
3 1 6 0 3 1 20
2 7 6 0
3 0 8 0 3 0 4 0
3 0 0 0
2 9 6 0
2 9 2 0 2 8 80
2 6 80 2 6 4 0 2 8 4 2 8 0 2 7 06 0 0 2 7 2 0
2 7 2 0 2 6 8 0
2 6 8 0
2 6 4 0
2 6 4 0
2 6 4
2 6 0 0
2 6 0 0
2 6 0 0
2 5 6 0
2 5 6 0
2 5 6 0
2 5 2 0
2 5 2 0
2 5 2 0
2 4 8 0
2 4 8 0
2 4 8 0
2 4 4 0
2 4 4 0
2 4 4 0
2 4 0 0
2 4 0 0 2 4 0 0
2 4 0 0
2 3 6 0
2 3 6 0
2 3 6 0 2 3 2 0
2 3 2 0
2 3 2 0
2 2 80
2 2 8 0
2 2 8 0
2 2 4 0
2 2 4 0
2 2 4 0
2 2 0 0
2 2 0 0
2 2 0 0
2 1 6 0
2 1 6 0
2 1 6 0
2 1 2 0
2 1 2 0
2 1 2 0
2 0 8 0
2 0 8 0
2 0 8
2 0 4 0
2 0 4 0 2 0 4 0
2 0 0 0
2 0 0 0
1 9 6 0
1 9 6 0
1 600 1 640
1 3 2 0
1 4 1 4 0 1 3 6
1 9 2 0
1 9 2 0
1 8 8 0
1 8 8 0
1 8 4 0
1 8 4 0
1 8 0 0
1 8 0 0
1 7 6 0
1 7 6 0
1 7 2 0
1 7 2 0
1 6 8 0
1 6 8 0
1 6 4 0
1 6 4 0 1 6 0 0
1 6 0 0
1 5 6 0
1 5 6 0 1 5 2 0 1 5 2 0
1 4 8 0 1 4 8 0
1 4 4 0 1 4 40
1 4 0 0
1 3 6 0
1 3 2 0
1 320
1 3 2 0
1 2 8 0
CA
4871 of 5188
TC4932387.2s Page A-8
Chemical: NITRATE (AS NO3)
Sample Collected: 02-JUN-15 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-MAY-15 Findings: 48. MG/L
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 05-MAY-15 Findings: 11000. MG/L
Chemical: TURBIDITY, LABORATORY
Sample Collected: 05-MAY-15 Findings: 0.14 NTU
Chemical: NITRATE (AS NO3)
Sample Collected: 05-MAY-15 Findings: 49. MG/L
Area Served: LA CRESCENTA
Pop Served: 31000 Connections: 7950
LA CRESCENTA, CA 91214
2700 FOOTHILL BLVD
Organization That Operates System:

System Name: CRESCENTA VALLEY CWD
System Number: 1910028
Source Name: WELL 09
Source Lat/Long: 341400.0 1181500.0 Precision: Undefined Water Type: Well/Groundwater Well Status: Active Raw
District Number: 07 Station Type: WELL/AMBNT/MUN/INTAKE/SUPPLY FRDS Number: 1910028009 County: Los Angeles
Prime Station Code: 02N/13W-28N01 S User ID: 4TH
Water System Information:

A2
ENE
1/8 - 1/4 Mile
Higher
CA WELLS 2073
Area Served: LA CRESCENTA
Pop Served: 31000 Connections: 7950
LA CRESCENTA, CA 91214
2700 FOOTHILL BLVD
Organization That Operates System:

System Name: CRESCENTA VALLEY CWD
System Number: 1910028
Source Name: WELL 04 - ABANDONED
Source Lat/Long: 341400.0 1181500.0 Precision: Undefined Water Type: Well/Groundwater Well Status: Abandoned
District Number: 07 Station Type: WELL/AMBNT/MUN/INTAKE/SUPPLY FRDS Number: 1910028004 County: Los Angeles
Prime Station Code: 02N/13W-29R01 S User ID: 4TH
Water System Information:

A1
ENE
1/8 - 1/4 Mile
Higher
CA WELLS 2076
Map ID
Direction
Distance
Elevation Database EDR ID Number
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4872 of 5188
TC4932387.2s Page A-9
Chemical: CHLORIDE
Sample Collected: 03-MAY-16 Findings: 68. MG/L
Chemical: POTASSIUM
Sample Collected: 03-MAY-16 Findings: 3.5 MG/L
Chemical: SODIUM
Sample Collected: 03-MAY-16 Findings: 39. MG/L
Chemical: MAGNESIUM
Sample Collected: 03-MAY-16 Findings: 27. MG/L
Chemical: CALCIUM
Sample Collected: 03-MAY-16 Findings: 71. MG/L
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 03-MAY-16 Findings: 290. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 03-MAY-16 Findings: 11. MG/L
Chemical: BICARBONATE ALKALINITY
Sample Collected: 03-MAY-16 Findings: 170. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 03-MAY-16 Findings: 140. MG/L
Chemical: PH, LABORATORY
Sample Collected: 03-MAY-16 Findings: 7.24
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 03-MAY-16 Findings: 732. US
Chemical: COLOR
Sample Collected: 03-MAY-16 Findings: 1. UNITS
Chemical: NITRATE (AS N)
Sample Collected: 06-APR-16 Findings: 11. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 01-MAR-16 Findings: 11. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 02-FEB-16 Findings: 11. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 05-JAN-16 Findings: 11. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 01-DEC-15 Findings: 11. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-NOV-15 Findings: 49. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-OCT-15 Findings: 49. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-SEP-15 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 04-AUG-15 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-JUL-15 Findings: 48. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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TC4932387.2s Page A-10
Chemical: SODIUM
Sample Collected: 01-MAR-11 Findings: 44. MG/L
Chemical: MAGNESIUM
Sample Collected: 01-MAR-11 Findings: 28. MG/L
Chemical: CALCIUM
Sample Collected: 01-MAR-11 Findings: 72. MG/L
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 01-MAR-11 Findings: 290. MG/L
Chemical: BICARBONATE ALKALINITY
Sample Collected: 01-MAR-11 Findings: 150. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 01-MAR-11 Findings: 130. MG/L
Chemical: PH, LABORATORY
Sample Collected: 01-MAR-11 Findings: 7.06
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 01-MAR-11 Findings: 768. US
Chemical: COLOR
Sample Collected: 01-MAR-11 Findings: 1. UNITS
Chemical: NITRATE (AS NO3)
Sample Collected: 01-MAR-11 Findings: 48. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 04-OCT-16 Findings: 11. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 06-SEP-16 Findings: 11. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 02-AUG-16 Findings: 10. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 05-JUL-16 Findings: 11. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 07-JUN-16 Findings: 11. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 04-MAY-16 Findings: 11. MG/L
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 03-MAY-16 Findings: 11. MG/L
Chemical: TURBIDITY, LABORATORY
Sample Collected: 03-MAY-16 Findings: 0.2 NTU
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 03-MAY-16 Findings: 500. MG/L
Chemical: BARIUM
Sample Collected: 03-MAY-16 Findings: 120. UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 03-MAY-16 Findings: 0.23 MG/L
Chemical: SULFATE
Sample Collected: 03-MAY-16 Findings: 85. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4874 of 5188
TC4932387.2s Page A-11
Chemical: NITRATE (AS NO3)
Sample Collected: 07-DEC-11 Findings: 47. MG/L
Chemical: TRICHLOROETHYLENE
Sample Collected: 01-NOV-11 Findings: 0.81 UG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 01-NOV-11 Findings: 49. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 04-OCT-11 Findings: 49. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-SEP-11 Findings: 50. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-AUG-11 Findings: 50. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-JUL-11 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-JUN-11 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-MAY-11 Findings: 49. MG/L
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 01-MAR-11 Findings: 11. MG/L
Chemical: AGGRSSIVE INDEX (CORROSIVITY)
Sample Collected: 01-MAR-11 Findings: 11.4
Chemical: TURBIDITY, LABORATORY
Sample Collected: 01-MAR-11 Findings: 0.24 NTU
Chemical: NITRATE (AS NO3)
Sample Collected: 01-MAR-11 Findings: 49. MG/L
Chemical: LANGELIER INDEX @ 60 C
Sample Collected: 01-MAR-11 Findings: - 0.54
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 01-MAR-11 Findings: 510. MG/L
Chemical: TRICHLOROETHYLENE
Sample Collected: 01-MAR-11 Findings: 0.72 UG/L
Chemical: VANADIUM
Sample Collected: 01-MAR-11 Findings: 4.1 UG/L
Chemical: BARIUM
Sample Collected: 01-MAR-11 Findings: 110. UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 01-MAR-11 Findings: 0.22 MG/L
Chemical: SULFATE
Sample Collected: 01-MAR-11 Findings: 110. MG/L
Chemical: CHLORIDE
Sample Collected: 01-MAR-11 Findings: 72. MG/L
Chemical: POTASSIUM
Sample Collected: 01-MAR-11 Findings: 3.9 MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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TC4932387.2s Page A-12
Chemical: SULFATE
Sample Collected: 28-AUG-12 Findings: 100. MG/L
Chemical: CHLORIDE
Sample Collected: 28-AUG-12 Findings: 71. MG/L
Chemical: POTASSIUM
Sample Collected: 28-AUG-12 Findings: 3.6 MG/L
Chemical: SODIUM
Sample Collected: 28-AUG-12 Findings: 40. MG/L
Chemical: MAGNESIUM
Sample Collected: 28-AUG-12 Findings: 27. MG/L
Chemical: CALCIUM
Sample Collected: 28-AUG-12 Findings: 73. MG/L
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 28-AUG-12 Findings: 290. MG/L
Chemical: BICARBONATE ALKALINITY
Sample Collected: 28-AUG-12 Findings: 160. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 28-AUG-12 Findings: 130. MG/L
Chemical: PH, LABORATORY
Sample Collected: 28-AUG-12 Findings: 7.02
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 28-AUG-12 Findings: 733. US
Chemical: COLOR
Sample Collected: 28-AUG-12 Findings: 1. UNITS
Chemical: NITRATE (AS NO3)
Sample Collected: 07-AUG-12 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-JUL-12 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-JUN-12 Findings: 45. MG/L
Chemical: TRICHLOROETHYLENE
Sample Collected: 01-MAY-12 Findings: 0.66 UG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 01-MAY-12 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-APR-12 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-MAR-12 Findings: 49. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-FEB-12 Findings: 47. MG/L
Chemical: TRICHLOROETHYLENE
Sample Collected: 07-FEB-12 Findings: 0.6 UG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-JAN-12 Findings: 48. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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TC4932387.2s Page A-13
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 05-FEB-13 Findings: 280. MG/L
Chemical: BICARBONATE ALKALINITY
Sample Collected: 05-FEB-13 Findings: 160. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 05-FEB-13 Findings: 130. MG/L
Chemical: PH, LABORATORY
Sample Collected: 05-FEB-13 Findings: 7.51
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 05-FEB-13 Findings: 740. US
Chemical: COLOR
Sample Collected: 05-FEB-13 Findings: 1. UNITS
Chemical: NITRATE (AS NO3)
Sample Collected: 02-JAN-13 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 04-DEC-12 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-NOV-12 Findings: 48. MG/L
Chemical: TRICHLOROETHYLENE
Sample Collected: 06-NOV-12 Findings: 0.59 UG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-OCT-12 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 04-SEP-12 Findings: 47. MG/L
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 28-AUG-12 Findings: 11. MG/L
Chemical: TURBIDITY, LABORATORY
Sample Collected: 28-AUG-12 Findings: 1.4 NTU
Chemical: NITRATE (AS NO3)
Sample Collected: 28-AUG-12 Findings: 47. MG/L
Chemical: LANGELIER INDEX @ 60 C
Sample Collected: 28-AUG-12 Findings: - 0.56
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 28-AUG-12 Findings: 480. MG/L
Chemical: ALUMINUM
Sample Collected: 28-AUG-12 Findings: 75. UG/L
Chemical: VANADIUM
Sample Collected: 28-AUG-12 Findings: 3.5 UG/L
Chemical: IRON
Sample Collected: 28-AUG-12 Findings: 200. UG/L
Chemical: BARIUM
Sample Collected: 28-AUG-12 Findings: 120. UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 28-AUG-12 Findings: 0.21 MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4877 of 5188
TC4932387.2s Page A-14
Chemical: NITRATE (AS NO3)
Sample Collected: 01-OCT-13 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-SEP-13 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-AUG-13 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-JUL-13 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 04-JUN-13 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-MAY-13 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-APR-13 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-MAR-13 Findings: 46. MG/L
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 05-FEB-13 Findings: 10000. MG/L
Chemical: TURBIDITY, LABORATORY
Sample Collected: 05-FEB-13 Findings: 0.16 NTU
Chemical: NITRATE (AS NO3)
Sample Collected: 05-FEB-13 Findings: 45. MG/L
Chemical: LANGELIER INDEX @ 60 C
Sample Collected: 05-FEB-13 Findings: - 9.e-002
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 05-FEB-13 Findings: 510. MG/L
Chemical: TRICHLOROETHYLENE
Sample Collected: 05-FEB-13 Findings: 0.67 UG/L
Chemical: BARIUM
Sample Collected: 05-FEB-13 Findings: 120. UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 05-FEB-13 Findings: 0.18 MG/L
Chemical: SULFATE
Sample Collected: 05-FEB-13 Findings: 99. MG/L
Chemical: CHLORIDE
Sample Collected: 05-FEB-13 Findings: 69. MG/L
Chemical: POTASSIUM
Sample Collected: 05-FEB-13 Findings: 3.5 MG/L
Chemical: SODIUM
Sample Collected: 05-FEB-13 Findings: 38. MG/L
Chemical: MAGNESIUM
Sample Collected: 05-FEB-13 Findings: 26. MG/L
Chemical: CALCIUM
Sample Collected: 05-FEB-13 Findings: 69. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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TC4932387.2s Page A-15
Chemical: BARIUM
Sample Collected: 05-AUG-14 Findings: 130. UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 05-AUG-14 Findings: 0.2 MG/L
Chemical: SULFATE
Sample Collected: 05-AUG-14 Findings: 96. MG/L
Chemical: CHLORIDE
Sample Collected: 05-AUG-14 Findings: 70. MG/L
Chemical: POTASSIUM
Sample Collected: 05-AUG-14 Findings: 3.6 MG/L
Chemical: SODIUM
Sample Collected: 05-AUG-14 Findings: 41. MG/L
Chemical: MAGNESIUM
Sample Collected: 05-AUG-14 Findings: 27. MG/L
Chemical: CALCIUM
Sample Collected: 05-AUG-14 Findings: 72. MG/L
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 05-AUG-14 Findings: 290. MG/L
Chemical: BICARBONATE ALKALINITY
Sample Collected: 05-AUG-14 Findings: 160. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 05-AUG-14 Findings: 130. MG/L
Chemical: PH, LABORATORY
Sample Collected: 05-AUG-14 Findings: 7.22
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 05-AUG-14 Findings: 740. US
Chemical: COLOR
Sample Collected: 05-AUG-14 Findings: 1. UNITS
Chemical: NITRATE (AS NO3)
Sample Collected: 05-AUG-14 Findings: 49. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-JUL-14 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-JUN-14 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-MAY-14 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 01-APR-14 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 11-MAR-14 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-DEC-13 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-NOV-13 Findings: 44. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4879 of 5188
TC4932387.2s Page A-16
Chemical: BICARBONATE ALKALINITY
Sample Collected: 05-MAY-15 Findings: 160. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 05-MAY-15 Findings: 130. MG/L
Chemical: PH, LABORATORY
Sample Collected: 05-MAY-15 Findings: 7.42
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 05-MAY-15 Findings: 720. US
Chemical: COLOR
Sample Collected: 05-MAY-15 Findings: 1. UNITS
Chemical: NITRATE (AS NO3)
Sample Collected: 07-APR-15 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-MAR-15 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-FEB-15 Findings: 48. MG/L
Chemical: TETRACHLOROETHYLENE
Sample Collected: 03-FEB-15 Findings: 0.58 UG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-JAN-15 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-NOV-14 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-OCT-14 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-SEP-14 Findings: 49. MG/L
Chemical: GROSS ALPHA MDA95
Sample Collected: 05-AUG-14 Findings: 1.16 PCI/L
Chemical: GROSS ALPHA COUNTING ERROR
Sample Collected: 05-AUG-14 Findings: 0.16 PCI/L
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 05-AUG-14 Findings: 11000. MG/L
Chemical: AGGRSSIVE INDEX (CORROSIVITY)
Sample Collected: 05-AUG-14 Findings: 11.6
Chemical: NITRATE (AS NO3)
Sample Collected: 05-AUG-14 Findings: 47. MG/L
Chemical: LANGELIER INDEX @ 60 C
Sample Collected: 05-AUG-14 Findings: - 0.36
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 05-AUG-14 Findings: 450. MG/L
Chemical: URANIUM (PCI/L)
Sample Collected: 05-AUG-14 Findings: 1.6 PCI/L
Chemical: VANADIUM
Sample Collected: 05-AUG-14 Findings: 5.6 UG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4880 of 5188
TC4932387.2s Page A-17
B4
West
1/2 - 1 Mile
Lower
CA WELLS 22698
Chemical: NITRATE (AS NO3)
Sample Collected: 04-OCT-11 Findings: 44. MG/L
Area Served: LA CRESCENTA
Pop Served: 31000 Connections: 7950
LA CRESCENTA, CA 91214
2700 FOOTHILL BLVD
Organization That Operates System:

System Name: CRESCENTA VALLEY CWD
System Number: 1910028
Source Name: WELL 02
Source Lat/Long: 341400.0 1181600.0 Precision: Undefined Water Type: Well/Groundwater Well Status: Active Raw
District Number: 07 Station Type: WELL/AMBNT/MUN/INTAKE/SUPPLY FRDS Number: 1910028003 County: Los Angeles
Prime Station Code: 02N/13W-29F02 S User ID: 4TH
Water System Information:
3 West
1/2 - 1 Mile
Lower
CA WELLS 2075
Chemical: LANGELIER INDEX @ 60 C
Sample Collected: 05-MAY-15 Findings: - 0.15
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 05-MAY-15 Findings: 490. MG/L
Chemical: CHLOROFORM (THM)
Sample Collected: 05-MAY-15 Findings: 1.8 UG/L
Chemical: BARIUM
Sample Collected: 05-MAY-15 Findings: 120. UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 05-MAY-15 Findings: 0.18 MG/L
Chemical: SULFATE
Sample Collected: 05-MAY-15 Findings: 95. MG/L
Chemical: CHLORIDE
Sample Collected: 05-MAY-15 Findings: 70. MG/L
Chemical: POTASSIUM
Sample Collected: 05-MAY-15 Findings: 3.7 MG/L
Chemical: SODIUM
Sample Collected: 05-MAY-15 Findings: 42. MG/L
Chemical: MAGNESIUM
Sample Collected: 05-MAY-15 Findings: 27. MG/L
Chemical: CALCIUM
Sample Collected: 05-MAY-15 Findings: 71. MG/L
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 05-MAY-15 Findings: 290. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4881 of 5188
TC4932387.2s Page A-18
Chemical: NITRATE (AS NO3)
Sample Collected: 28-JUN-11 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 22-JUN-11 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 14-JUN-11 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-JUN-11 Findings: 44. MG/L
Chemical: IRON
Sample Collected: 06-JUN-11 Findings: 110. UG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 31-MAY-11 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 24-MAY-11 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 17-MAY-11 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 10-MAY-11 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-MAY-11 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 26-APR-11 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 12-APR-11 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 22-MAR-11 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 15-MAR-11 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 08-MAR-11 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 01-MAR-11 Findings: 46. MG/L
Area Served: LA CRESCENTA
Pop Served: 31000 Connections: 7950
LA CRESCENTA, CA 91214
2700 FOOTHILL BLVD
Organization That Operates System:

System Name: CRESCENTA VALLEY CWD
System Number: 1910028
Source Name: GLENWOOD PUMP STATION
Source Lat/Long: 341403.0 1181604.0 Precision: 1 Mile (One Minute) Water Type: Well/Groundwater Well Status: Active Raw
District Number: 07 Station Type: WELL/AMBNT/MUN/INTAKE FRDS Number: 1910028016 County: Los Angeles
Prime Station Code: G19/028-NTPLINF User ID: 4TH
Water System Information:

GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4882 of 5188
TC4932387.2s Page A-19
Chemical: NITRATE (AS NO3)
Sample Collected: 29-NOV-11 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 22-NOV-11 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 15-NOV-11 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 08-NOV-11 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 01-NOV-11 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 25-OCT-11 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 18-OCT-11 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 11-OCT-11 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 04-OCT-11 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 27-SEP-11 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 20-SEP-11 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 13-SEP-11 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-SEP-11 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 30-AUG-11 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 23-AUG-11 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 16-AUG-11 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 09-AUG-11 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-AUG-11 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 26-JUL-11 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 19-JUL-11 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 12-JUL-11 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-JUL-11 Findings: 46. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4883 of 5188
TC4932387.2s Page A-20
Chemical: NITRATE (AS NO3)
Sample Collected: 15-MAY-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 08-MAY-12 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 01-MAY-12 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 24-APR-12 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 17-APR-12 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 10-APR-12 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-APR-12 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 27-MAR-12 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 13-MAR-12 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-MAR-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 28-FEB-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 22-FEB-12 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 14-FEB-12 Findings: 41. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 31-JAN-12 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 24-JAN-12 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 17-JAN-12 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 10-JAN-12 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-JAN-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 27-DEC-11 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 20-DEC-11 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 13-DEC-11 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-DEC-11 Findings: 44. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4884 of 5188
TC4932387.2s Page A-21
Chemical: NITRATE (AS NO3)
Sample Collected: 16-OCT-12 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 10-OCT-12 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-OCT-12 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 25-SEP-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 18-SEP-12 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 11-SEP-12 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 04-SEP-12 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 28-AUG-12 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 21-AUG-12 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 14-AUG-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-AUG-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 31-JUL-12 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 24-JUL-12 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 17-JUL-12 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 10-JUL-12 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-JUL-12 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 26-JUN-12 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 19-JUN-12 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 12-JUN-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-JUN-12 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 29-MAY-12 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 22-MAY-12 Findings: 44. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4885 of 5188
TC4932387.2s Page A-22
Chemical: NITRATE (AS NO3)
Sample Collected: 19-MAR-13 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 12-MAR-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-MAR-13 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 26-FEB-13 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 19-FEB-13 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 12-FEB-13 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-FEB-13 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 29-JAN-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 22-JAN-13 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 15-JAN-13 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 08-JAN-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-JAN-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 26-DEC-12 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 18-DEC-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 11-DEC-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 04-DEC-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 27-NOV-12 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 20-NOV-12 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 13-NOV-12 Findings: 40. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-NOV-12 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 30-OCT-12 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 23-OCT-12 Findings: 45. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4886 of 5188
TC4932387.2s Page A-23
Chemical: NITRATE (AS NO3)
Sample Collected: 20-AUG-13 Findings: 41. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 13-AUG-13 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-AUG-13 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 30-JUL-13 Findings: 41. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 23-JUL-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 16-JUL-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 09-JUL-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-JUL-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 25-JUN-13 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 18-JUN-13 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 11-JUN-13 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 04-JUN-13 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 28-MAY-13 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 21-MAY-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 14-MAY-13 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-MAY-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 30-APR-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 23-APR-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 16-APR-13 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 09-APR-13 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-APR-13 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 26-MAR-13 Findings: 45. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4887 of 5188
TC4932387.2s Page A-24
Chemical: NITRATE (AS NO3)
Sample Collected: 04-FEB-14 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 28-JAN-14 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 21-JAN-14 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 14-JAN-14 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 30-DEC-13 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 23-DEC-13 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 17-DEC-13 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 10-DEC-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-DEC-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 26-NOV-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 19-NOV-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 12-NOV-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-NOV-13 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 29-OCT-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 22-OCT-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 15-OCT-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 08-OCT-13 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 01-OCT-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 24-SEP-13 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 17-SEP-13 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 10-SEP-13 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-SEP-13 Findings: 45. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4888 of 5188
TC4932387.2s Page A-25
Chemical: NITRATE (AS NO3)
Sample Collected: 08-JUL-14 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 01-JUL-14 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 24-JUN-14 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 17-JUN-14 Findings: 48. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 10-JUN-14 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-JUN-14 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 27-MAY-14 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 20-MAY-14 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 13-MAY-14 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-MAY-14 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 29-APR-14 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 22-APR-14 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 15-APR-14 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 08-APR-14 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 01-APR-14 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 25-MAR-14 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 18-MAR-14 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 11-MAR-14 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 04-MAR-14 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 25-FEB-14 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 18-FEB-14 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 11-FEB-14 Findings: 43. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4889 of 5188
TC4932387.2s Page A-26
Chemical: NITRATE (AS NO3)
Sample Collected: 06-JAN-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 30-DEC-14 Findings: 41. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 23-DEC-14 Findings: 39. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 16-DEC-14 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 09-DEC-14 Findings: 41. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-NOV-14 Findings: 41. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 28-OCT-14 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 14-OCT-14 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-OCT-14 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 30-SEP-14 Findings: 41. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 23-SEP-14 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 16-SEP-14 Findings: 41. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 09-SEP-14 Findings: 38. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-SEP-14 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 26-AUG-14 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 19-AUG-14 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 12-AUG-14 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-AUG-14 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-AUG-14 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 29-JUL-14 Findings: 46. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 22-JUL-14 Findings: 47. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 15-JUL-14 Findings: 46. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4890 of 5188
TC4932387.2s Page A-27
Chemical: NITRATE (AS NO3)
Sample Collected: 02-JUN-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 26-MAY-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 19-MAY-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 13-MAY-15 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-MAY-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 05-MAY-15 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 28-APR-15 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 21-APR-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 14-APR-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-APR-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 31-MAR-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 24-MAR-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 17-MAR-15 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 10-MAR-15 Findings: 40. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-MAR-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 24-FEB-15 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 17-FEB-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 10-FEB-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 03-FEB-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 27-JAN-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 20-JAN-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 13-JAN-15 Findings: 43. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4891 of 5188
TC4932387.2s Page A-28
Chemical: NITRATE (AS NO3)
Sample Collected: 03-NOV-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 27-OCT-15 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 20-OCT-15 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 13-OCT-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 06-OCT-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 29-SEP-15 Findings: 45. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 22-SEP-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 16-SEP-15 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 08-SEP-15 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 02-SEP-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 25-AUG-15 Findings: 40. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 18-AUG-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 11-AUG-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 04-AUG-15 Findings: 42. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 28-JUL-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 21-JUL-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 14-JUL-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 07-JUL-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 30-JUN-15 Findings: 43. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 23-JUN-15 Findings: 44. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 16-JUN-15 Findings: 41. MG/L
Chemical: NITRATE (AS NO3)
Sample Collected: 09-JUN-15 Findings: 43. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4892 of 5188
TC4932387.2s Page A-29
Chemical: NITRATE (AS N)
Sample Collected: 06-APR-16 Findings: 9.2 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 29-MAR-16 Findings: 9.1 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 22-MAR-16 Findings: 9.5 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 16-MAR-16 Findings: 9.2 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 08-MAR-16 Findings: 9.4 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 01-MAR-16 Findings: 9.7 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 23-FEB-16 Findings: 9.7 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 16-FEB-16 Findings: 9.6 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 09-FEB-16 Findings: 9.5 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 02-FEB-16 Findings: 8.8 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 26-JAN-16 Findings: 9.6 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 19-JAN-16 Findings: 9.5 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 12-JAN-16 Findings: 9.7 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 05-JAN-16 Findings: 9.7 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 29-DEC-15 Findings: 9.7 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 22-DEC-15 Findings: 9.8 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 15-DEC-15 Findings: 9.7 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 08-DEC-15 Findings: 9.8 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 01-DEC-15 Findings: 9.9 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 24-NOV-15 Findings: 9.6 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 17-NOV-15 Findings: 9.5 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 10-NOV-15 Findings: 9.8 MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4893 of 5188
TC4932387.2s Page A-30
Chemical: NITRATE (AS N)
Sample Collected: 30-AUG-16 Findings: 9.4 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 23-AUG-16 Findings: 9.4 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 16-AUG-16 Findings: 9. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 09-AUG-16 Findings: 9.2 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 02-AUG-16 Findings: 9.3 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 26-JUL-16 Findings: 9.3 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 19-JUL-16 Findings: 9. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 12-JUL-16 Findings: 8.5 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 05-JUL-16 Findings: 9.3 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 28-JUN-16 Findings: 9.1 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 21-JUN-16 Findings: 9.1 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 14-JUN-16 Findings: 8.9 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 07-JUN-16 Findings: 9.1 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 31-MAY-16 Findings: 8.9 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 24-MAY-16 Findings: 9.1 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 17-MAY-16 Findings: 9.3 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 10-MAY-16 Findings: 8.9 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 04-MAY-16 Findings: 9. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 03-MAY-16 Findings: 8.9 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 26-APR-16 Findings: 9. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 19-APR-16 Findings: 9.3 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 12-APR-16 Findings: 9.1 MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4894 of 5188
TC4932387.2s Page A-31
Chemical: SODIUM
Sample Collected: 01-MAR-11 Findings: 18. MG/L
Chemical: MAGNESIUM
Sample Collected: 01-MAR-11 Findings: 12. MG/L
Chemical: CALCIUM
Sample Collected: 01-MAR-11 Findings: 37. MG/L
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 01-MAR-11 Findings: 140. MG/L
Chemical: BICARBONATE ALKALINITY
Sample Collected: 01-MAR-11 Findings: 170. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 01-MAR-11 Findings: 140. MG/L
Chemical: PH, LABORATORY
Sample Collected: 01-MAR-11 Findings: 7.86
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 01-MAR-11 Findings: 341. US
Chemical: COLOR
Sample Collected: 01-MAR-11 Findings: 3. UNITS
Area Served: LA CRESCENTA
Pop Served: 31000 Connections: 7950
LA CRESCENTA, CA 91214
2700 FOOTHILL BLVD
Organization That Operates System:

System Name: CRESCENTA VALLEY CWD
System Number: 1910028
Source Name: PICKENS TUNNEL
Source Lat/Long: 341403.0 1181605.0 Precision: 1,000 Feet (10 Seconds) Water Type: Well/Groundwater Well Status: Active Raw
District Number: 07 Station Type: WELL/AMBNT/MUN/INTAKE FRDS Number: 1910028001 County: Los Angeles
Prime Station Code: 02N/13W-29C01 S User ID: 4TH
Water System Information:

B5
West
1/2 - 1 Mile
Lower
CA WELLS 2074
Chemical: NITRATE (AS N)
Sample Collected: 04-OCT-16 Findings: 9.1 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 27-SEP-16 Findings: 9.4 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 20-SEP-16 Findings: 9.2 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 13-SEP-16 Findings: 8.9 MG/L
Chemical: NITRATE (AS N)
Sample Collected: 06-SEP-16 Findings: 8.9 MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4895 of 5188
TC4932387.2s Page A-32
Chemical: CHLOROFORM (THM)
Sample Collected: 10-OCT-11 Findings: 7.3 UG/L
Chemical: DIBROMOCHLOROMETHANE (THM)
Sample Collected: 10-OCT-11 Findings: 6. UG/L
Chemical: BROMOFORM (THM)
Sample Collected: 10-OCT-11 Findings: 2.3 UG/L
Chemical: BROMODICHLORMETHANE (THM)
Sample Collected: 10-OCT-11 Findings: 6.7 UG/L
Chemical: TOTAL TRIHALOMETHANES
Sample Collected: 10-OCT-11 Findings: 17. UG/L
Chemical: TERT-BUTYL ALCOHOL
Sample Collected: 10-OCT-11 Findings: 11. UG/L
Chemical: MONOCHLOROBENZENE
Sample Collected: 10-OCT-11 Findings: 0.85 UG/L
Chemical: CHLOROFORM (THM)
Sample Collected: 10-OCT-11 Findings: 4.6 UG/L
Chemical: DIBROMOCHLOROMETHANE (THM)
Sample Collected: 10-OCT-11 Findings: 5.2 UG/L
Chemical: BROMOFORM (THM)
Sample Collected: 10-OCT-11 Findings: 2. UG/L
Chemical: BROMODICHLORMETHANE (THM)
Sample Collected: 10-OCT-11 Findings: 5.2 UG/L
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 01-MAR-11 Findings: 0.47 MG/L
Chemical: AGGRSSIVE INDEX (CORROSIVITY)
Sample Collected: 01-MAR-11 Findings: 12.

Chemical: TURBIDITY, LABORATORY
Sample Collected: 01-MAR-11 Findings: 0.16 NTU
Chemical: NITRATE (AS NO3)
Sample Collected: 01-MAR-11 Findings: 2.1 MG/L
Chemical: LANGELIER INDEX @ 60 C
Sample Collected: 01-MAR-11 Findings: 6.e-002
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 01-MAR-11 Findings: 210. MG/L
Chemical: ARSENIC
Sample Collected: 01-MAR-11 Findings: 4.4 UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 01-MAR-11 Findings: 0.24 MG/L
Chemical: SULFATE
Sample Collected: 01-MAR-11 Findings: 28. MG/L
Chemical: CHLORIDE
Sample Collected: 01-MAR-11 Findings: 5.5 MG/L
Chemical: POTASSIUM
Sample Collected: 01-MAR-11 Findings: 4.4 MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4896 of 5188
TC4932387.2s Page A-33
Chemical: ARSENIC
Sample Collected: 28-AUG-12 Findings: 5.4 UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 28-AUG-12 Findings: 0.26 MG/L
Chemical: SULFATE
Sample Collected: 28-AUG-12 Findings: 28. MG/L
Chemical: CHLORIDE
Sample Collected: 28-AUG-12 Findings: 5.8 MG/L
Chemical: POTASSIUM
Sample Collected: 28-AUG-12 Findings: 4. MG/L
Chemical: SODIUM
Sample Collected: 28-AUG-12 Findings: 16. MG/L
Chemical: MAGNESIUM
Sample Collected: 28-AUG-12 Findings: 12. MG/L
Chemical: CALCIUM
Sample Collected: 28-AUG-12 Findings: 36. MG/L
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 28-AUG-12 Findings: 140. MG/L
Chemical: BICARBONATE ALKALINITY
Sample Collected: 28-AUG-12 Findings: 170. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 28-AUG-12 Findings: 140. MG/L
Chemical: PH, LABORATORY
Sample Collected: 28-AUG-12 Findings: 7.69
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 28-AUG-12 Findings: 351. US
Chemical: COLOR
Sample Collected: 28-AUG-12 Findings: 1. UNITS
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 03-JAN-12 Findings: 0.27 MG/L
Chemical: TOTAL TRIHALOMETHANES
Sample Collected: 10-OCT-11 Findings: 19. UG/L
Chemical: MONOCHLOROBENZENE
Sample Collected: 10-OCT-11 Findings: 0.77 UG/L
Chemical: CHLOROFORM (THM)
Sample Collected: 10-OCT-11 Findings: 4.8 UG/L
Chemical: DIBROMOCHLOROMETHANE (THM)
Sample Collected: 10-OCT-11 Findings: 6. UG/L
Chemical: BROMOFORM (THM)
Sample Collected: 10-OCT-11 Findings: 2.6 UG/L
Chemical: BROMODICHLORMETHANE (THM)
Sample Collected: 10-OCT-11 Findings: 5.7 UG/L
Chemical: TOTAL TRIHALOMETHANES
Sample Collected: 10-OCT-11 Findings: 22. UG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
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TC4932387.2s Page A-34
Chemical: TURBIDITY, LABORATORY
Sample Collected: 12-FEB-13 Findings: 0.17 NTU
Chemical: LANGELIER INDEX @ 60 C
Sample Collected: 12-FEB-13 Findings: - 0.16
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 12-FEB-13 Findings: 190. MG/L
Chemical: ARSENIC
Sample Collected: 12-FEB-13 Findings: 4.6 UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 12-FEB-13 Findings: 0.21 MG/L
Chemical: SULFATE
Sample Collected: 12-FEB-13 Findings: 28. MG/L
Chemical: CHLORIDE
Sample Collected: 12-FEB-13 Findings: 5.2 MG/L
Chemical: POTASSIUM
Sample Collected: 12-FEB-13 Findings: 3.9 MG/L
Chemical: SODIUM
Sample Collected: 12-FEB-13 Findings: 16. MG/L
Chemical: MAGNESIUM
Sample Collected: 12-FEB-13 Findings: 12. MG/L
Chemical: CALCIUM
Sample Collected: 12-FEB-13 Findings: 36. MG/L
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 12-FEB-13 Findings: 140. MG/L
Chemical: BICARBONATE ALKALINITY
Sample Collected: 12-FEB-13 Findings: 170. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 12-FEB-13 Findings: 140. MG/L
Chemical: PH, LABORATORY
Sample Collected: 12-FEB-13 Findings: 7.65
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 12-FEB-13 Findings: 344. US
Chemical: COLOR
Sample Collected: 12-FEB-13 Findings: 1. UNITS
Chemical: TURBIDITY, LABORATORY
Sample Collected: 05-FEB-13 Findings: 0.16 NTU
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 28-AUG-12 Findings: 0.46 MG/L
Chemical: TURBIDITY, LABORATORY
Sample Collected: 28-AUG-12 Findings: 0.28 NTU
Chemical: LANGELIER INDEX @ 60 C
Sample Collected: 28-AUG-12 Findings: - 0.11
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 28-AUG-12 Findings: 200. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4898 of 5188
TC4932387.2s Page A-35
Chemical: GROSS ALPHA
Sample Collected: 05-AUG-14 Findings: 3.98 PCI/L
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 05-AUG-14 Findings: 460. MG/L
Chemical: AGGRSSIVE INDEX (CORROSIVITY)
Sample Collected: 05-AUG-14 Findings: 12.

Chemical: LANGELIER INDEX @ 60 C
Sample Collected: 05-AUG-14 Findings: 6.e-002
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 05-AUG-14 Findings: 220. MG/L
Chemical: URANIUM (PCI/L)
Sample Collected: 05-AUG-14 Findings: 6.2 PCI/L
Chemical: VANADIUM
Sample Collected: 05-AUG-14 Findings: 3.4 UG/L
Chemical: ARSENIC
Sample Collected: 05-AUG-14 Findings: 4.1 UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 05-AUG-14 Findings: 0.22 MG/L
Chemical: SULFATE
Sample Collected: 05-AUG-14 Findings: 28. MG/L
Chemical: CHLORIDE
Sample Collected: 05-AUG-14 Findings: 5.7 MG/L
Chemical: POTASSIUM
Sample Collected: 05-AUG-14 Findings: 4.2 MG/L
Chemical: SODIUM
Sample Collected: 05-AUG-14 Findings: 17. MG/L
Chemical: MAGNESIUM
Sample Collected: 05-AUG-14 Findings: 12. MG/L
Chemical: CALCIUM
Sample Collected: 05-AUG-14 Findings: 36. MG/L
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 05-AUG-14 Findings: 140. MG/L
Chemical: BICARBONATE ALKALINITY
Sample Collected: 05-AUG-14 Findings: 160. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 05-AUG-14 Findings: 130. MG/L
Chemical: PH, LABORATORY
Sample Collected: 05-AUG-14 Findings: 7.89
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 05-AUG-14 Findings: 346. US
Chemical: COLOR
Sample Collected: 05-AUG-14 Findings: 1. UNITS
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 12-FEB-13 Findings: 470. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4899 of 5188
TC4932387.2s Page A-36
Chemical: PH, LABORATORY
Sample Collected: 03-MAY-16 Findings: 7.77
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 03-MAY-16 Findings: 526. US
Chemical: COLOR
Sample Collected: 03-MAY-16 Findings: 1. UNITS
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 05-MAY-15 Findings: 440. MG/L
Chemical: LANGELIER INDEX @ 60 C
Sample Collected: 05-MAY-15 Findings: 6.e-002
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 05-MAY-15 Findings: 220. MG/L
Chemical: ARSENIC
Sample Collected: 05-MAY-15 Findings: 4.4 UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 05-MAY-15 Findings: 0.19 MG/L
Chemical: SULFATE
Sample Collected: 05-MAY-15 Findings: 28. MG/L
Chemical: CHLORIDE
Sample Collected: 05-MAY-15 Findings: 5.3 MG/L
Chemical: POTASSIUM
Sample Collected: 05-MAY-15 Findings: 4.3 MG/L
Chemical: SODIUM
Sample Collected: 05-MAY-15 Findings: 18. MG/L
Chemical: MAGNESIUM
Sample Collected: 05-MAY-15 Findings: 13. MG/L
Chemical: CALCIUM
Sample Collected: 05-MAY-15 Findings: 37. MG/L
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 05-MAY-15 Findings: 150. MG/L
Chemical: BICARBONATE ALKALINITY
Sample Collected: 05-MAY-15 Findings: 170. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 05-MAY-15 Findings: 140. MG/L
Chemical: PH, LABORATORY
Sample Collected: 05-MAY-15 Findings: 7.85
Chemical: SPECIFIC CONDUCTANCE
Sample Collected: 05-MAY-15 Findings: 340. US
Chemical: COLOR
Sample Collected: 05-MAY-15 Findings: 1. UNITS
Chemical: GROSS ALPHA MDA95
Sample Collected: 05-AUG-14 Findings: 1.19 PCI/L
Chemical: GROSS ALPHA COUNTING ERROR
Sample Collected: 05-AUG-14 Findings: 0.311 PCI/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4900 of 5188
TC4932387.2s Page A-37
Chemical: NITRATE + NITRITE (AS N)
Sample Collected: 03-MAY-16 Findings: 1.9 MG/L
Chemical: TOTAL TRIHALOMETHANES
Sample Collected: 03-MAY-16 Findings: 18. UG/L
Chemical: TURBIDITY, LABORATORY
Sample Collected: 03-MAY-16 Findings: 0.21 NTU
Chemical: LANGELIER INDEX @ 60 C
Sample Collected: 03-MAY-16 Findings: 9.e-002
Chemical: TOTAL DISSOLVED SOLIDS
Sample Collected: 03-MAY-16 Findings: 350. MG/L
Chemical: CHLOROFORM (THM)
Sample Collected: 03-MAY-16 Findings: 3.8 UG/L
Chemical: DIBROMOCHLOROMETHANE (THM)
Sample Collected: 03-MAY-16 Findings: 6.2 UG/L
Chemical: BROMOFORM (THM)
Sample Collected: 03-MAY-16 Findings: 1.9 UG/L
Chemical: BROMODICHLORMETHANE (THM)
Sample Collected: 03-MAY-16 Findings: 6.1 UG/L
Chemical: ARSENIC
Sample Collected: 03-MAY-16 Findings: 3.5 UG/L
Chemical: FLUORIDE (F) (NATURAL-SOURCE)
Sample Collected: 03-MAY-16 Findings: 0.33 MG/L
Chemical: SULFATE
Sample Collected: 03-MAY-16 Findings: 63. MG/L
Chemical: CHLORIDE
Sample Collected: 03-MAY-16 Findings: 34. MG/L
Chemical: POTASSIUM
Sample Collected: 03-MAY-16 Findings: 4.1 MG/L
Chemical: SODIUM
Sample Collected: 03-MAY-16 Findings: 31. MG/L
Chemical: MAGNESIUM
Sample Collected: 03-MAY-16 Findings: 18. MG/L
Chemical: CALCIUM
Sample Collected: 03-MAY-16 Findings: 51. MG/L
Chemical: HARDNESS (TOTAL) AS CACO3
Sample Collected: 03-MAY-16 Findings: 200. MG/L
Chemical: NITRATE (AS N)
Sample Collected: 03-MAY-16 Findings: 1.9 MG/L
Chemical: BICARBONATE ALKALINITY
Sample Collected: 03-MAY-16 Findings: 170. MG/L
Chemical: ALKALINITY (TOTAL) AS CACO3
Sample Collected: 03-MAY-16 Findings: 140. MG/L
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
4901 of 5188
TC4932387.2s Page A-38
Basement 0.933 pCi/L 100% 0% 0%
Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Living Area - 1st Floor 0.711 pCi/L 98% 2% 0%
Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Number of sites tested: 63
Federal Area Radon Information for LOS ANGELES COUNTY, CA : Zone 3 indoor average level < 2 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.

Note: Zone 1 indoor average level > 4 pCi/L.

Federal EPA Radon Zone for LOS ANGELES County: 2
91214 33 0
______ ________ ________
Zipcode Num Tests > 4 pCi/L
Radon Test Results
State Database: CA Radon

AREA RADON INFORMATION
GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ®
RADON
4902 of 5188

TOPOGRAPHIC INFORMATION
USGS 7.5’ Digital Elevation Model (DEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection.

Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey

HYDROLOGIC INFORMATION
Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL.

Source: FEMA
Telephone: 877-336-2627
Date of Government Version: 2003, 2015
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.

State Wetlands Data: Wetland Inventory
Source: Department of Fish & Game
Telephone: 916-445-0411

HYDROGEOLOGIC INFORMATION
AQUIFLOW Information System R
Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information.

GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).

STATSGO: State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps.

SSURGO: Soil Survey Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management.

TC4932387.2s Page PSGR-1

PHYSICAL SETTING SOURCE RECORDS SEARCHED
4903 of 5188

LOCAL / REGIONAL WATER AGENCY RECORDS

FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.

PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water
Telephone: 202-564-3750
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).

USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.

STATE RECORDS
Water Well Database
Source: Department of Water Resources
Telephone: 916-651-9648
California Drinking Water Quality Database
Source: Department of Public Health
Telephone: 916-324-2319
The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information.

OTHER STATE DATABASE INFORMATION
California Oil and Gas Well Locations
Source: Department of Conservation
Telephone: 916-323-1779
Oil and Gas well locations in the state.

RADON
State Database: CA Radon
Source: Department of Health Services
Telephone: 916-324-2208
Radon Database for California
Area Radon Information
Source: USGS
Telephone: 703-356-4020
The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.

The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions.

EPA Radon Zones
Source: EPA
Telephone: 703-356-4020
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels.

TC4932387.2s Page PSGR-2

PHYSICAL SETTING SOURCE RECORDS SEARCHED
4904 of 5188
OTHER
Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656
Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology.

STREET AND ADDRESS INFORMATION
© 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.

TC4932387.2s Page PSGR-3

PHYSICAL SETTING SOURCE RECORDS SEARCHED
4905 of 5188
Appendix E
Previous Reports
4906 of 5188
4907 of 5188
4908 of 5188
4909 of 5188
4910 of 5188
4911 of 5188
4912 of 5188
4913 of 5188
4914 of 5188
4915 of 5188
4916 of 5188
4917 of 5188
4918 of 5188
4919 of 5188
4920 of 5188
4921 of 5188
4922 of 5188
4923 of 5188
4924 of 5188
4925 of 5188
4926 of 5188
PACIFIC COAST LOCATORS, tNC.
2606 Foothill Boulevard . Suite G . La Crescenta, CA91214 Cell (818) 679-2037 . Office (818)249-7700 . Fax (818)249-7701 GPR . Video Pipe lnspection . Utility Line Locating . Leak Detection . Vacuum Excavating CUSTOMER: JOB ADDRESS

DATE DAY TIME TERMS I WORK ORDER
LOCATED: LEAK UTILITIES SEWER GPR SCAN OTHER
TOTAL
All utility locating work performed by Pacific Coast Locators, lnc. will be done in a proper and professional manner. Pacific Coast Locators, lnc, will use the standard Iocating equipment to perform this type of work. We will always use a RD4000 receiver to locate all high power energized lines. Pacific Coast Locators, lnc. will not be responsible for non-conductive pipes 3" in diameter or smaller that are located 2' and deeper below the surface. Pacific Coast Locators, lnc. will not be responsible for damage to conductive water lines & conductive fire water lines that are buried 4' or deeper below the surface. Pacific Coast Locators. lnc. will not be responsible for damage to fire sprinkler system water lines that are installed with C900 or Ductile lron pipes. Customer understands that Pacific Goast Locators, lnc. makes no warranties expressed or implied and that no consequential damages will be recoverable by reasons of the work performed hereunder.

Minimum Charge for Hou(s) each additional hour.
l/We hereby agree to authorize work for Utility Survey or work recommended on the described property.

SIGNATURE DATE
4927 of 5188
Field Boring Log Sheet \ ot 1
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4928 of 5188
Field Boring Log Sheet \ ot 1
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4929 of 5188
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4930 of 5188
Field Bpring Log Sheet \ ot 1
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4931 of 5188
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4932 of 5188
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4933 of 5188
Field Boring Log Sheet \ ot 1
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Samplinq Methods:

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Number of Pages 12
Date Received 11/15/2013
Date Reported 11/22/2013
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Job Number Ordered Client
58909 11/15/2013 ODIENV
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Ordered By
Attn John Winkler
Telephone (888)634-2368
Enclosed are the results of analyses on 9 samples analyzed as specified on attached chain of custody.

Site: 3411 Foothill blvd.

Glendale, CA 91214
American Scientific Laboratories, LLC (ASL) accepts sample materials from clients for analysis with the assumption that all of the information provided to ASL verbally or in writing by our clients (and/or their agents), regarding samples being submitted to ASL, is complete and accurate. ASL accepts all samples subject to the following conditions:
1) ASL is not responsible for verifying any client-provided information regarding any samples submitted to the laboratory. 2) ASL is not responsible for any consequences resulting from any inaccuracies, omissions, or misrepresentations contained in client-provided information regarding samples submitted to the laboratory.

Wendy Lu
Organics Supervisor
4937 of 5188
k-31,(ct,i
Report TAL ANALYSIS REQUESTED
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4938 of 5188
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4939 of 5188
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4940 of 5188
Date Sampled 11/14/2013 11/15/2013 11/15/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1 1
Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/21/2013 11/21/2013 11/21/2013 11/21/2013 11/21/2013 Date Prepared 11/19/2013 11/19/2013 11/19/2013 11/19/2013 11/19/2013 Client Sample I.D. SB5-12' SB6-15' SB7-30' SB6-30' SB7-20' Preparation Method
Our Lab I.D. 306938 306939 306940 306941 306942
QC Batch No: 111913-2
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 2
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 6010B/7471A, CCR Title 22 Metals (TTLC)
Analytes PQL Results Results Results Results Results
AA Metals
Mercury 0.0500 ND ND ND 0.511 ND
ICP Metals
Antimony 0.500 0.844 ND 1.08 ND ND
Arsenic 0.250 ND 2.80 1.37 1.25 ND
Barium 0.500 162 135 79.1 147 110
Beryllium 0.500 ND ND ND ND ND
Cadmium 0.500 1.14 1.53 0.882 0.994 0.634
Chromium 0.500 1.20 22.7 10.1 16.1 26.4
Cobalt 0.500 7.52 9.73 6.00 6.59 3.62
Copper 0.500 10.6 20.6 9.61 11.8 2.41
Lead 0.250 ND 2.79 2.73 2.02 0.953
Molybdenum 0.500 ND ND ND ND 0.927
Nickel 0.500 2.01 13.7 7.02 9.38 9.46
Selenium 0.500 ND ND ND ND ND
Silver 0.500 ND ND ND ND ND
Thallium 0.500 ND ND ND ND ND
Vanadium 0.500 33.3 40.5 24.8 28.7 14.9
Zinc 0.500 46.3 53.3 38.1 39.1 34.6
Analytes

LCS LCS/LCSD
% REC % Limit

QUALITY CONTROL REPORT
QC Batch No: 111913-2
AA Metals
Mercury 102 80-120
ICP Metals
Antimony 104 80-120
Arsenic 98 80-120
4941 of 5188
58909 11/15/2013 ODIENV
Project ID: ASL Job Number Submitted Client
Project Name:
6355466-ESAII
6355466-ESAII
Page: 3

ANALYTICAL RESULTS
Method: 6010B/7471A, CCR Title 22 Metals (TTLC)
Analytes

LCS LCS/LCSD
% REC % Limit

QUALITY CONTROL REPORT
QC Batch No: 111913-2
ICP Metals
Barium 102 80-120
Beryllium 109 80-120
Cadmium 100 80-120
Chromium 100 80-120
Cobalt 101 80-120
Copper 103 80-120
Lead 102 80-120
Molybdenum 99 80-120
Nickel 102 80-120
Selenium 99 80-120
Silver 103 80-120
Thallium 104 80-120
Vanadium 100 80-120
Zinc 101 80-120
4942 of 5188
Date Sampled 11/14/2013 11/14/2013 11/14/2013 11/14/2013 11/14/2013 Dilution Factor 1 1 1 1 1
Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/19/2013 11/19/2013 11/19/2013 11/19/2013 11/19/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB1-16' SB2-14' SB5-12' SB3-12' SB4-14' Preparation Method
Our Lab I.D. 306934 306935 306936 306937 306938
QC Batch No: SP2-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 4
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8015B, TPH DROs and OROs (Diesel and Oil Range Organics) Analytes PQL Results Results Results Results Results
TPH DROs (C10 to C28) 10.0 ND ND ND ND ND
TPH OROs (C28+) 50.0 ND ND ND ND ND
Our Lab I.D. 306934 306935 306936 306937 306938
Surrogates % Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec. .

Surrogate Percent Recovery
Chlorobenzene 70-120 93 99 96 95 101
Analytes

MS RPD MS DUP MS/MSD MS RPD
% REC % % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: SP2-111813
Diesel 98 101 3.0 75-120 <20
4943 of 5188
Date Sampled 11/15/2013 11/15/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1
Units mg/Kg mg/Kg mg/Kg mg/Kg
Matrix Soil Soil Soil Soil
Date Analyzed 11/19/2013 11/19/2013 11/19/2013 11/19/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB6-15' SB6-30' SB7-30' SB7-20'
Preparation Method
Our Lab I.D. 306939 306940 306941 306942
QC Batch No: SP2-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 5
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8015B, TPH DROs and OROs (Diesel and Oil Range Organics) Analytes PQL Results Results Results Results
TPH DROs (C10 to C28) 10.0 ND ND ND ND
TPH OROs (C28+) 50.0 ND ND ND ND
Our Lab I.D. 306939 306940 306941 306942
Surrogates % Rec.Limit % Rec. % Rec. % Rec. % Rec.
.

Surrogate Percent Recovery
Chlorobenzene 70-120 96 94 105 97
Analytes

MS RPD MS DUP MS/MSD MS RPD
% REC % % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: SP2-111813
Diesel 98 101 3.0 75-120 <20
4944 of 5188
Date Sampled 11/14/2013 11/14/2013
Dilution Factor 1 1
Units ug/kg ug/kg
Matrix Soil Soil
Date Analyzed 11/18/2013 11/18/2013
Date Prepared 11/18/2013 11/18/2013
Client Sample I.D. SB3-12' SB4-14'
Preparation Method
Our Lab I.D. 306936 306937
QC Batch No: 111813-1
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 6
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8082, Polychlorinated Biphenyls(PCBs) by Gas Chromatography Analytes PQL Results Results
Aroclor-1016 (PCB-1016) 33.0 ND ND
Aroclor-1221 (PCB-1221) 67.0 ND ND
Aroclor-1232 (PCB-1232) 33.0 ND ND
Aroclor-1242 (PCB-1242) 33.0 ND ND
Aroclor-1248 (PCB-1248) 33.0 ND ND
Aroclor-1254 (PCB-1254) 33.0 ND ND
Aroclor-1260 (PCB-1260) 33.0 ND ND
Our Lab I.D. 306936 306937
Surrogates % Rec.Limit % Rec. % Rec.
.

Surrogate Percent Recovery
Decachlorobiphenyl 43-169 79 79
Analytes

LCS LCS RPD LCS DUP LCS/LCSD LCS RPD
% REC % REC % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: 111813-1
Aroclor-1260 (PCB-1260) 87 89 2.3 39-150 <30
4945 of 5188
Date Sampled 11/14/2013 11/14/2013
Dilution Factor 1 1
Units ug/kg ug/kg
Matrix Soil Soil
Date Analyzed 11/18/2013 11/18/2013
Date Prepared 11/18/2013 11/18/2013
Client Sample I.D. SB1-16' SB2-14'
Preparation Method
Our Lab I.D. 306934 306935
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 7
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8260B, Gas/BTEX and Oxygenates
Analytes PQL Results Results
Benzene 2.00 ND ND
DIPE 5.00 ND ND
ETBE 5.00 ND ND
Ethylbenzene 2.00 ND ND
MTBE 5.00 ND ND
TAME 5.00 ND ND
TBA 20.0 ND ND
Toluene (Methyl benzene) 2.00 ND ND
o-Xylene 2.00 ND ND
m- & p-Xylenes 4.00 ND ND
TPH GROs (C6 to C10) 500 ND ND
Our Lab I.D. 306934 306935
Surrogates % Rec.Limit % Rec. % Rec.
.

Surrogate Percent Recovery
Bromofluorobenzene 70-120 99 97
Dibromofluoromethane 70-120 89 92
Toluene-d8 70-120 96 97
Analytes

LCS LCS RPD LCS DUP LCS RPD
% REC % REC % REC % Limit

QUALITY CONTROL REPORT
QC Batch No: S1C-111813
Benzene 100 88 12.8
MTBE 86 76 12.3
Toluene (Methyl benzene) 92 82 11.54946 of 5188
Date Sampled 11/14/2013 11/14/2013 11/14/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1 1
Units ug/kg ug/kg ug/kg ug/kg ug/kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB3-12' SB4-14' SB6-30' SB5-12' SB6-15' Preparation Method
Our Lab I.D. 306936 306937 306938 306939 306940
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 8
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8260B, TPH GROs(Gasoline Range Organics)
Analytes PQL Results Results Results Results Results
TPH GROs (C6 to C10) 500 ND ND ND ND ND
Our Lab I.D. 306936 306937 306938 306939 306940
Surrogates % Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec. .

Surrogate Percent Recovery
Bromofluorobenzene 70-120 98 97 99 98 98
Dibromofluoromethane 70-120 91 96 91 92 99
Toluene-d8 70-120 97 99 98 97 99
Analytes

MS RPD MS DUP MS/MSD MS RPD
% REC % % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: S1C-111813
Benzene 100 88 12.8 75-120 15
Chlorobenzene 94 83 12.4 75-120 15
1,1-Dichloroethene
(1,1-Dichloroethylene)
86 82 4.8 75-120 15
MTBE 86 76 12.3 75-120 15
Toluene (Methyl benzene) 92 82 11.5 75-120 15
Trichloroethene (TCE) 90 80 11.8 75-120 15
4947 of 5188
Date Sampled 11/15/2013 11/15/2013
Dilution Factor 1 1
Units ug/kg ug/kg
Matrix Soil Soil
Date Analyzed 11/18/2013 11/18/2013
Date Prepared 11/18/2013 11/18/2013
Client Sample I.D. SB7-20' SB7-30'
Preparation Method
Our Lab I.D. 306941 306942
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 9
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8260B, TPH GROs(Gasoline Range Organics)
Analytes PQL Results Results
TPH GROs (C6 to C10) 500 ND ND
Our Lab I.D. 306941 306942
Surrogates % Rec.Limit % Rec. % Rec.
.

Surrogate Percent Recovery
Bromofluorobenzene 70-120 98 98
Dibromofluoromethane 70-120 93 94
Toluene-d8 70-120 98 98
Analytes

MS RPD MS DUP MS/MSD MS RPD
% REC % % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: S1C-111813
Benzene 100 88 12.8 75-120 15
Chlorobenzene 94 83 12.4 75-120 15
1,1-Dichloroethene
(1,1-Dichloroethylene)
86 82 4.8 75-120 15
MTBE 86 76 12.3 75-120 15
Toluene (Methyl benzene) 92 82 11.5 75-120 15
Trichloroethene (TCE) 90 80 11.8 75-120 15
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Date Sampled 11/14/2013 11/15/2013 11/15/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1 1
Units ug/kg ug/kg ug/kg ug/kg ug/kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB5-12' SB6-15' SB7-30' SB6-30' SB7-20' Preparation Method
Our Lab I.D. 306938 306939 306940 306941 306942
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 10
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8260B, Volatile Organic Compounds + Oxygenates
Analytes PQL Results Results Results Results Results
Acetone 50.0 ND ND ND ND ND
Benzene 2.00 ND ND ND ND ND
Bromobenzene (Phenyl bromide) 10.0 ND ND ND ND ND
Bromochloromethane (Chlorobromomethane) 10.0 ND ND ND ND ND Bromodichloromethane (Dichlorobromomethane) 10.0 ND ND ND ND ND Bromoform (Tribromomethane) 50.0 ND ND ND ND ND
Bromomethane (Methyl bromide) 30.0 ND ND ND ND ND
2-Butanone (MEK, Methyl ethyl ketone) 50.0 ND ND ND ND ND n-Butylbenzene 10.0 ND ND ND ND ND
sec-Butylbenzene 10.0 ND ND ND ND ND
tert-Butylbenzene 10.0 ND ND ND ND ND
Carbon disulfide 10.0 ND ND ND ND ND
Carbon tetrachloride (Tetrachloromethane) 10.0 ND ND ND ND ND Chlorobenzene 10.0 ND ND ND ND ND
Chloroethane 30.0 ND ND ND ND ND
2-Chloroethyl vinyl ether 50.0 ND ND ND ND ND
Chloroform (Trichloromethane) 10.0 ND ND ND ND ND
Chloromethane (Methyl chloride) 30.0 ND ND ND ND ND
4-Chlorotoluene (p-Chlorotoluene) 10.0 ND ND ND ND ND
DIPE 5.00 ND ND ND ND ND
2-Chlorotoluene (o-Chlorotoluene) 10.0 ND ND ND ND ND
1,2-Dibromo-3-chloropropane (DBCP) 50.0 ND ND ND ND ND
Dibromochloromethane 10.0 ND ND ND ND ND
1,2-Dibromoethane (EDB, Ethylene dibromide) 10.0 ND ND ND ND ND Dibromomethane 10.0 ND ND ND ND ND
1,2-Dichlorobenzene (o-Dichlorobenzene) 10.0 ND ND ND ND ND 1,3-Dichlorobenzene (m-Dichlorobenzene) 10.0 ND ND ND ND ND 1,4-Dichlorobenzene (p-Dichlorobenzene) 10.0 ND ND ND ND ND Dichlorodifluoromethane 30.0 ND ND ND ND ND
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Date Sampled 11/14/2013 11/15/2013 11/15/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1 1
Units ug/kg ug/kg ug/kg ug/kg ug/kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB5-12' SB6-15' SB7-30' SB6-30' SB7-20' Preparation Method
Our Lab I.D. 306938 306939 306940 306941 306942
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
Project ID: ASL Job Number Submitted Client
Project Name:
6355466-ESAII
6355466-ESAII
Page: 11

ANALYTICAL RESULTS
Method: 8260B, Volatile Organic Compounds + Oxygenates
Analytes PQL Results Results Results Results Results
1,1-Dichloroethane 10.0 ND ND ND ND ND
1,2-Dichloroethane 10.0 ND ND ND ND ND
1,1-Dichloroethene (1,1-Dichloroethylene) 10.0 ND ND ND ND ND cis-1,2-Dichloroethene 10.0 ND ND ND ND ND
trans-1,2-Dichloroethene 10.0 ND ND ND ND ND
1,2-Dichloropropane 10.0 ND ND ND ND ND
1,3-Dichloropropane 10.0 ND ND ND ND ND
2,2-Dichloropropane 10.0 ND ND ND ND ND
1,1-Dichloropropene 10.0 ND ND ND ND ND
cis-1,3-Dichloropropene 10.0 ND ND ND ND ND
trans-1,3-Dichloropropene 10.0 ND ND ND ND ND
ETBE 5.00 ND ND ND ND ND
Ethylbenzene 2.00 ND ND ND ND ND
Hexachlorobutadiene (1,3-Hexachlorobutadiene) 30.0 ND ND ND ND ND 2-Hexanone 50.0 ND ND ND ND ND
Isopropylbenzene 10.0 ND ND ND ND ND
p-Isopropyltoluene (4-Isopropyltoluene) 10.0 ND ND ND ND ND MTBE 5.00 ND ND ND ND ND
4-Methyl-2-pentanone (MIBK, Methyl isobutyl ketone) 50.0 ND ND ND ND ND Methylene chloride (Dichloromethane, DCM) 50.0 ND ND ND ND ND Naphthalene 10.0 ND ND ND ND ND
n-Propylbenzene 10.0 ND ND ND ND ND
TAME 5.00 ND ND ND ND ND
TBA 20.0 ND ND ND ND ND
Styrene 10.0 ND ND ND ND ND
1,1,1,2-Tetrachloroethane 10.0 ND ND ND ND ND
1,1,2,2-Tetrachloroethane 10.0 ND ND ND ND ND
Tetrachloroethene (Tetrachloroethylene) 10.0 ND ND ND ND ND Toluene (Methyl benzene) 2.00 ND ND ND ND ND
1,2,3-Trichlorobenzene 10.0 ND ND ND ND ND
1,2,4-Trichlorobenzene 10.0 ND ND ND ND ND
1,1,1-Trichloroethane 10.0 ND ND ND ND ND
1,1,2-Trichloroethane 10.0 ND ND ND ND ND
Trichloroethene (TCE) 10.0 ND ND ND ND ND
Trichlorofluoromethane 10.0 ND ND ND ND ND
4950 of 5188
Date Sampled 11/14/2013 11/15/2013 11/15/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1 1
Units ug/kg ug/kg ug/kg ug/kg ug/kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB5-12' SB6-15' SB7-30' SB6-30' SB7-20' Preparation Method
Our Lab I.D. 306938 306939 306940 306941 306942
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
Project ID: ASL Job Number Submitted Client
Project Name:
6355466-ESAII
6355466-ESAII
Page: 12

ANALYTICAL RESULTS
Method: 8260B, Volatile Organic Compounds + Oxygenates
Analytes PQL Results Results Results Results Results
1,2,3-Trichloropropane 10.0 ND ND ND ND ND
1,2,4-Trimethylbenzene 10.0 ND ND ND ND ND
1,3,5-Trimethylbenzene 10.0 ND ND ND ND ND
Vinyl acetate 50.0 ND ND ND ND ND
Vinyl chloride (Chloroethene) 30.0 ND ND ND ND ND
o-Xylene 2.00 ND ND ND ND ND
m- & p-Xylenes 4.00 ND ND ND ND ND
Our Lab I.D. 306938 306939 306940 306941 306942
Surrogates % Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec. .

Surrogate Percent Recovery
Bromofluorobenzene 70-120 99 98 98 98 98
Dibromofluoromethane 70-120 91 92 99 93 94
Toluene-d8 70-120 98 97 99 98 98
Analytes

MS RPD MS DUP MS/MSD MS RPD
% REC % % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: S1C-111813
Benzene 100 88 12.8 75-120 15
Chlorobenzene 94 83 12.4 75-120 15
1,1-Dichloroethene
(1,1-Dichloroethylene)
86 82 4.8 75-120 15
MTBE 86 76 12.3 75-120 15
Toluene (Methyl benzene) 92 82 11.5 75-120 15
Trichloroethene (TCE) 90 80 11.8 75-120 15
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--------------'----------------------.

PHASE I ENVIRONMENTAL

SITE ASSESSMENT

ofa

RETAIL PROPERTY

342]-3437 W. FOOTHILL BOtJLEVARD

GLENDALE, CALIFORNIA 91214

Prepared for:

Universal Bank

3455 Nogales Street

West Covina~ California 91792

Prepared by:

Pilwacle EuYironmNltal, inc.

P.O. Box 904
Clayton, California 94517
(877) 563-4300 (toll free)
PEl Project #08-2165
lssur Date: May 23, 2008
------,--------------­
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TABLE OF CONTENTS

I. EXECUTIVE SUMMARY & RECOMMENDATIONS 5

II. SCOPE OF WORK & LIMITATIONS 8

Purpose 8

Protocol 8

Scope of Work 8

Limitalions 9

III. GENERAL SlTE DESCRlPTION 10

A. Client Provided Information 10

B. Adjoining and Adjacent Propenies 13

C. USGS Topographic !\1ap 13

D. General Hydrogeologic Characteristics 13

IV. HISTORICAL REVIEW 15

A. Aeriall'hotograph Review 15

B. Building Permit Review I6
C. Sanborn Fire Insurance Map Review I8
D. City Street Directory Review 18

E. Historical Topographic Map Review 19

F. Interviews 19

G. Recorded Land Title Records 20

H. Data Gaps 21

V. AGENCY RECORDS REVIEW 22

A. Review of Federally Reponed Environmental Data 23

B. Review of State-Reported Environmental Data 28

C. Local Agency Records Search 36

D. Tribal Records Search : 39

VI. SHE VISIT OBSERVATIONS 40

A. Surfacc Characteristics .40

B. Wastewater and Stormwater Managcmcnt.. .40

C. Potnble Water Supply, Sewer Service, and other utilities: .4 I

D. Structure Construction .4 I

E. Business Operations Description 41

Vll. HAZARDOUS MATER1ALIWASTE OBSERVATIONS 43

A. Hazardous Materials Handling and Storage .43

B. Wastestrealll Generation. Storage and Disposal .43

C. Solid \Vaste Disposal .44

D. Abovcground Storage Tanks (ASTs) .44

E. Underground Storage Tanks (USTs) .44

VIII. OTHER POTENTIAL ISSUES OF CONCERN 45

r\. PCB-Containing Exterior Electrical Transformers .45

B. Othcr PCB-Containing Interior or Exterior Equipment .45

C. Suspect Asbestos-Containing Materials (ACMs) 45

D. Lead-Based Paint (LBP) 46

E. Lead in Drinking Water 46

F. Air Ollality _ .47

Phase r Erwiwl1l1lc.nlal S:tc Assessment Pmnaclc E:nyironl11cntal. Inc

.>421-3437 W. FOOlhdllJolilcYard: Ci!enclale. CA Page 2

4984 of 5188
G. Radon .47

H. Railroad RightS-of-Way 47

IX. ADJOINING PROPERTY OBSERVATIONS 48

A. Adjoining Properties Materials Storage .48

B. Adjoining Propet1ics Wastcstrcam Disposal 48

X. STATEMENT OF THE ENVIRONMENTAL PROFESSIONALS 49

Statement of Quality Assurance 49

Statement of Quality Control 49

Appendix:

Site Maps

Site Photographs

Sanborn Maps

Regulatory Database Search

Correspondence

File Review Information

Key Site Manager Questionnaire

Miscellaneous

Phase J Environmcnt(t[ Site Assessment Pinnacle Fnvironmental, Inc.

3421·3137 W Fo"thdl Boulevard; Glcnd'de, Ci\ Page 3
4985 of 5188
-- PHASF: I [SA EXECUTIVE SUMMARY OVERVIEW

Reta iI Property

342 ]-3437 W. Foothill Blvd., Glendale, CA

,..-,
Section Topic No RECs
Identified
Historical Usage
Regulatory
Database Review
(on-site)
Regulatory
Database Review
(nearby sites)
On-site Operations
Haz. Mal.

Handling
Haz. Waste
Handling
USTsl
ASTs
Act...ls
L13PI
Lead in H2O
PCBs
Radon v
,
Other ,
Non-REC I Phase 11
Issue Recommended
Identified
I
I
v
v
RECs
Identified
.­
Comments
The sul~ject property has bccn
occupied by a dry cleaner since at
least 19G5 and may havc been on a
septic system for the first 2 years of
operation A subsurface
invcstigation is rceommended.

Palace Cleaners is the on-site tenant
is listed on the SUC, WIP, FINDS,
AIRS, IlAZNET, RCRA, and
DRYCLEANERS databases. A
subsurface investigation is
recommended.

The southeastern adjoining
propeny is listed asa LIJSTsite. It
is apparently down-gradient, but a
subsurface investigation could be
nerformed if desired.

Dry cleaner operation wilh plant
on site; dry cleaner tenant sine al
least 1968. A subsurface
investigation is reeommended"_
Suspect ACMs should be tested
prior to disturbance or if they
become damaged.

Suspect LOP shonld be tested prior
to disturbance or if it becomes
damaged
-­
-­
-­
I
Phase [ EnVlrOlll11cnWI SIte :'\~sessrnent Pmnacle Environmental. Inc. 3421-3~37 IV Foothill [loulc,.."d; Glendale, CA Page 4
4986 of 5188
SECTION 1.

EXECUTIVE SUMMARY & RECOMMENDAnONS

Pinnacle Environmental, Inc. (PEl) was retained by Universal Bank (Client) to perform a Phase J Environmental Site Assessment (Phase I ESA or Assessment) of a site located at 3421-3437 West Foothill Blvd. in Glendale, California. At the time of the May 6, 2008 site visit, the subject propelty consisted of an approximate 0.8-acre parcel of land, occupj(~d by two (2) single..story retail buildings. The subject buildings comprised a total of approximately 10,900 and 1,200 square feet respectively and housed 7 tenant spaces, uti lized by typical retail and service businesses (e.g., laundry, cleaners, barber, health store, market & restaurant). The subject property is located on the north side of Foothill Blvd., approximately 150 feet northwest of thc intersection of Foothill Boulevard and New York Avenue, within a commercial and multi-family residential area.

This Phase I ESA was performed in accordance with the scope and limitations of the American Society for Testing and Materials (ASTM) Phase 1 ESA Standard £1527-2005 (equivalent to the USEPA's All Appropriate Inquiry [AA1] Standard), the scope of work defined in this report, as well as the signed service agreement. The following summarizes PEl's independent conclusions and best professional judgment based upon information available to us during the course of this Assessment.

Based upon the limited site reconnaissance, historical review, regulatory records review, and other information detailed within this report, this Assessment identified the following evidence of ASTM Recognized Environmental Conditions (REes) or other issues in connection with the subject property:
• The subject has been occupied by a dry cleaner, Palace Cleaners at 3423 Foothill Boulevard, conducting dry cleaning operations on-site since approximately .June of 1968.

The subject dry cleaner is listed on regulatory databases as under preliminary investigation for potential contribution to area groundwater impacts. These databases include the Wcll Investigation Program (WIP) database and the Spills, Leaks, Investigations, and Cleanup (SUC) Cost Rccovery Listing database. Thc property is also located upgradient to the San Fernando Valley Area 3 Superfund sitc. While there are not reported releases at the subject property, the listing of the subject property on these databases provides an opportunity for increased future regulatory scrutiny due to the presence of the on-site dry cleaner for the past 40 years. It also appears that the subject property was initially connected to an on-site septic. system until being connected to the city municipal sewer in April 1970. This presents an increased potential for impact of subsurface soils from dry cleaning solvents. Dry cleaners present an increased risk of environmentill impairment due to possible improper hazardous material and/or waste handling and disposal practices, particularly prior to passage of the Resource Conservation and Recovery Act in J976 and its implementation several years later.

Although the current tenant appears to be handling and disposing of the dry cleaning chemicals in a propcr manner, it is unknown how such activities were handled in the past under different owners. Due to the nature of" the chemicals used in the drycleaning industry and unknown historical materials handling practices. identification of this Phase 1Environmel'tal Site Assessment Pinnacle Environmeetal, Inc 3421-3<137 W Foothill Boulevard; Glendale. CA Page .5
4987 of 5188
historic dryclcaning busincss rcprcsents a Recognized Environmcntal Condition as defined by the ASTM E- J527 standard. Therefore, PEl recommends a subsurface investigation in an effort to evaluate whether the subject property has been impacted by dry cleaning solvents.
+ Information from EDR indicates the nearest leaking underground storage tank (LUST) site, Texaco Station at 3411 W. Foothill Blvd., is located immediately adjoining southeast of the subject property. According to databasc information, a gasoline release was discovered at this sitc in December of 2005, the release is undefined, and the case status is "leak being confirmed." This site has not been tested for methyl tertiary-butyl ether (MTBE). PEl reviewed a report on this site prepared by SAIC for Chevron that was submitted to the Los Angeles Regional Water Quality Control Board (LARWQCB) on May 15, 2007. According to the report, four fuel USTs were removed in 1985, and a 550­ gallon waste oil UST was removed in 2004. Other than sampling of soil beneath the former waste oil UST (which indicated low to moderate-level petroleum hydrocarbon impact), no records of sailor groundwater sampling were readily available for this property. This site is apparently under investigation by the LAR WQCB for potential contribution to area groundwater impacts, and it is possible additional investigation of the adjoining site will be requested by the LARWQCB. Given the proximity of this site, this is considered a potential REC. Although located immediately adjoining, based on the apparent down-gradient location of this site, it appears unlikely to have significantly environmentally impaired the subject property. However, if greater certainty is desired, a subsurface investigation could be performed on the subjcct property nearest the former gas station to confirm or deny this supposition.
• Based on the date of construction of the subject structure(s) (circa 1967) and the apparent age of the construction materials (pre-l 985), it is possible asbestos-containing materials (ACMs) were used in construction of the subject structure(s) and/or added later. An asbestos survey completed by Environmental Monitoring Group (EMG) in April 2008, identified some or all of the vinyl Oooring and mastic, stucco, and plaster material at the subject buildings as containing asbestos. Refer to EMG's repOit in the appendix for specific findings and related recommendations. PEl generally concurs with EMG's recommendations.

During PEr s on-site observations suspect ACMs were identified, including, but not necessarily limited to: acoustic ceiling tiles, interior drywaWjoint compound and texture systems, vinyl flooring and mastic, tile grout, exterior stucco, mortar, and roofing materials. All observed materials appeared to be adequately maintained. Suspect ACM testing was not included in PEl's scope of work. However, as defined in NESHAPs Section 61.141, the observed materials may be classified as suspect regulated ACtvls.

Prior to any demolition, renovation, or any other activity that may disturb these materials, either an inspection should be performed by an accredited Building Inspector, or the affected materials should be handled as asbestos-containing. An approved Operations and Maintenance (O&!vl) Program is required to maintain the known ACMs and any untested materials in-place.

Pha~c I Environmental Site Assessment Plllmclc Environmental, Inc. 3421-3437 W Foothill Boulevard; Glendale. CA Page 6
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• PEl's scope of work did not include a lead-based paint (LBP) inspection, surveyor assessment. However, based upon the age of the subject building(s) (circa 1967), it is possible that lead-based paint (LBP) was used. Damaged, chipping, flaking, or peeling paint was not observed. In 1978, the federal government limited the use of LBP, particularly in residential applications. Although usage was allowed to continue in many commercial settings, usc in gcneral industry has decreased from that period of time to the present.

LBP presents a hazard primarily when lead dust or fumes are created. Renovation or repair activities and normal wear and tear are the primary causes of LBP dust and fume creation. Effective in 1993, thc Occupational Safety and Health Administration (OSHA) Lead in Construction Standard (29 CFR 1926.62), applies to sources or potential sources of lead exposure present in an "employment-related" context. The trigger for application of the standard is an activity that by its very nature may cause exposure to lead (i.e., sanding, scraping, demolition, etc.). Such work must also be performed by certified personnel that have received Lead In Construction training. Should future renovation, repair, or demolition disturb any suspect paint (all untested paint), a LBP inspection and/or risk assessment should be conducted by a state or EPA certified LBP inspector/assessor to identify areas of potential worker exposure. Additionally, if in California, CCR Title 17 states that "lead hazards" (e.g. deteriorated LBP, leadcontaining dllSt, disturbance of LBP without proper controls, etc.) are not allowed in any public (non-residential or industrial) building. Please consult with an appropriate certified lead professional for further details regarding the above issues and their specific application to the subject property.

An Executive Summary Overview is also included in the previous section. However, when making any decisions concerning the findings of this Assessment, please also refer to the remainder of this report, which may present other items of interest that are not discussed in the Executive Summary, or further details regarding the above items. In addition, please refer to the Data Gaps section (IV-H) of this report regarding information that may have been unavailable or incomplete which may have a bearing on the findings or usage ofthis report.

Phase I ET1\'ironmc['uHl Site Assessment Pinnacle Environmental. Inc ,421·,437 W Foothill noukvard, Glendale, CA Page 7 4989 of 5188 SECTION II.

SCOPE OF WORK & LIMITATIONS

PURPOSE
'fhe primary goal of this Phase I Environmental Site Assessment is to assist the client in satisfying one of the requirements to qualify for the "innocent landowner, contiguous property owner, or bona fide prospective purchaser limitations on CERCLA liability" (42 U,S,c. § 9601 et. seq.). Qual ification for these Iimitations is predicated on the assumption that" ... the defendant must have undertaken, at the ttme of acquisition, all appropriate inquiry into the previous ownership and uses of the property consistent with good commercial or customary practice in an effort to minimize liability ...." The secondary goal of this Assessment is to provide information that 'will assist in evaluating the risk of potential significant value impairment of the security interest due to environmental impacts.

PROTOCOL
The American Society for Testing and Materials (ASTM) Phase I ESA Standard E1527-2005 is the most current method used in attempting to perform the due diligence required to achieve the above purpose. The E1527-2005 Standard was created by the ASTM " ... in an effo11 to define good commercial and customary practice in the United States of America for conducting an environmental site assessment.. .. " and is equivalent to the USEPA's All Appropriate Inquiry [AAI] Standard issued November 1, 2005 (officially taking effect November 1, 2006). The ASTM Standard E1527-2005 is intended to identify recognized environmental conditions (RECs) in connection with a given property. The term recognized environmental conditions is not intended to include "de minimus" conditions that generally do not present a material risk of harm or that are unlikely to be the subject of enforcement actions by govemmental agencies. Other conditions or issues that are beyond the ASTM scope may also be discussed in this report, as detailed within each section.

SCOPE OF WORK
Utilizing ASTM Standard E1527-2005, as well as the scope of work discussed below and in the work authorization document, this Assessment involved: i\ site reconnaissance of the subject property, limited observations of adjoining properties, a review of the historical usage of the subject property, and a review of relevant documentation provided by various public and private sources (including the client and/or owner of the subject property) to identify conditions indicative of releases or threatened releases of hazardous substances, as defined in CERCLA Section 101 (14) U.S.C. § 312.1(c) evaluate the presence or likely existence of:
• Recognized environmental conditions, specified by ASTM E1527-2005 as: '·the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products Phase I EnVironmental Site Assessment Pinnacle Environmental. Inc 3421-34J7 W Foothill BOlllcl'nrd; Glendale. CA Page 8
4990 of 5188
into structures on the property or into the ground, groundwater or surface watcr of the property."
• A brief evaluation and assessment of potential environmental issues which may not rise to the level of recognized environmental conditions, such as: obviously improper hazardous material or waste handling, off-site issues, suspect asbestoscontaining materials, lead-based paint, polychlorinated bi-phenyls, and radon gas.

LIMITATIONS
As discussed in ASTM EI527-2005, no Phase I ESA can completely eliminate uncertainty regarding the potential for RECs in connection with a subject property. This investigation is simply intended to reduce unce11ainty within reasonable limits of time and cost.

Refer to Section VI-A for a brief discussion of some (but not necessarily all) specific limitations to PEl's subject property observations at the time of the site visit. The observations contained within this Assessment are based upon conditions readily observable during the site visit. These observations are typically unable to address conditions of areas not inspected, hidden from view, subsurface soil, groundwater, underground storage tanks, neighboring propel1ies, and the like, unless specifically mentioned. It is not the purpose of this Assessment to determine the actual presence, or degree or extent of contamination (if any) at the subject property. Unless specifically noted within this rcport, this Assessment does not include observations, testing, coring, or sampling analysis to address groundwater, soil, or extraneous materials contamination (including mold issues) in or on the subject propel1y. This Assessment does not include or address reasonably ascertainable environmental liens recorded against the subject property, unless stated.

PEl makes no warranties or guarantees as to the accuracy or completeness of information obtained from or compiled by others. Information may also exist which was beyond the scope of this investigation, or was not provided to PEl that may have an impact on the conclusions of this Assessment. This Assessment does not attempt to address past or forecast future site cond itions.

This Assessment has been conducted and prepared in accordance with generally accepted practices and procedures exercised by reputable professionals under similar circumstances.

PEl makes no other warranties or guarantees, either expressed or implied, as to the findings, opinions, or recommendations contained in the report, or as to the existence or non-existence of RECs at the subject property.

Phase. I Environmental Sitc Asscssment Pinnacle Environmental, Inc. 3421-3437 W Foothill Boulcvard; Glcndale. CA Page 9 4991 of 5188 SECTION Ill.

GENERAL SITE DESCRIPTION

Pinnacle EnvironmentaL Ine. (PEl) was retained by Universal Bank (Client) to perform a Phase I E.nvironmental Site Assessment (Phase I ESA or Assessment) of a site located at 3421-3437 West Foothill Blvd. in Glendale, California. At the time of the May 6,2008 site visit, the subject propel1y consisted of an approximate 0.8-acre parcel of land, occupied by two (2) single-story retail buildings. The subject buildings comprised a total of approximately 10,900 and 1,200 square feet respectively and housed 7 tenant spaces, utilized by typical retail and service businesses (e.g., laundry, cleaners, barber, health store, market & restaurant).

The subject property's Los Angeles County Assessor's Parcel Number (APN) is 5602-007­ 020. The subject propelty is located on the north side of Foothill Blvd., approximately 150 feet northwest of the intersection of Foothill Boulevard and New York Avenue, within a commercial and multi-family residential area. The subject property location is shown on various Figures in the appendix.

During the site visit, which was performed by public access methods, the PEl Assessor was unaccompanied. However, the site broker, Mr. Albert Mangassarian, was notified in advance of the visit and permission for site access was granted to PEl.

Mr. Brian G. George, Manager of the subject property, was identified as the "Key Site Manager" (KSM). As defined by ASTM E1 527-2005, the Key Site Manager is that person having good knowledge of the uses and physical charaeteristics of the subject property, and in a position to provide reasonably accurate information for the Key Site Manager Environmental Questionnaire. Mr. George eompleted the Key Site Manager Environmental Questionnaire prior to the site visit. A copy of the questionnaire is ineluded in the appendix of this report.

Potential RECs identified as a result of the questionnaire review included a "Yes" answer to Question #5 regarding a fonner Texaco gasoline station on the southeast adjoining property.

However, he did not indicate that the subject propelty had an active dry cleaner operating onsite. No further details were provided by the KSM. In addition, the KSM indicated that a prior April 14, 2008 Asbestos Survey report for the subject property was provided (sec Section lIr-A below).

A. CLIENT PROVIDED INFORMATION
As discussed in ASTM EI527-2005, the user (e.g., Client) is required to perform certain tasks or provide cel1ain information to PEl in order to identify potential RECs. Tasks or information to be provided by the Client include: I) review of judicial and title records for environmental liens, environmental deed restrictions or activity and use limitations (AULs); 2) provide specialized, actual, commonly known or reasonably aseertainable knowledge Pha,e Pinnacle Environmental, Inc I Environmemal Site Assessment 3421-3A37 Page 10 \II Foothill Boulevard; Glendale, CA 4992 of 5188 regarding the property; and, 3) identify reasons for a significantly lower purchase price (if applicable).

The Client has not provided or reported to PEl any information which indicates the subject property is being sold, purchased or valued at a significantly reduced price due to outstanding environmental issues. Nor has the Client or Key Site Manager provided or reported to PEl information indicating a specific knowledge of RECs, historic RECs, Environmental Liens, Activity and Usc Limitations, or Environmental Deed Restrictions related to the subject property.

Previous environmental documentation concerning the subject property which was provided to PEl by the Client includes: an April 4, 2008 Limited Report for Asbestos-Containing Materials (ACM) by Environmental Monitoring Group (EMG). That report indicated the following materials were located on-site (directly excerpted):
- .Material & type and Percent: Mfcctod ArOIl.5: ApVfOX. Ft. 12x12 floor tile & black mastic- All interior floor ofLaundry room 950 square good condition-non-friable­ feet
~hrvsoti1e 6%
12~12 iloor tile. tuld black All interior floor ofDry cleaner store 900 square; mastio-good condition-non fDot
friabk·chrvsotilc 5%
SlUCCO materia1-J~ood conditiotl- All exterior wall and CII110py area Throughout non friable· Cht)'OOlilo 1MB than
1% -- Plltstct matcrinl-good condition- Laundry room wall Throughout non fiiab1c- chrysotile les.s than
1% -­
11,c following recommendations were stated (directly excerpted):
~.I RICCOM~fEN:OAT10NSl
f1..11.iG's rcconunc:nded the fo!J(I",i.nIt lIetiOllS:

A. Notify C~'lllraclon aud Subcontl'ACto::s worldns 1n the building. Th<l Slnte of Caliromia lequires this notification. The notific3.tion can be in the form of lI]llttar, example: "The 121:.12 flom tili'. and blllCk mastic throughout thi~ tU:ell conlllins IlsbCSloS. 1l is your duty not 10 di511Ub these matoriiils in auy way. If the mar.erinl becomes camaged. you must notify the Bafet)' Section immediately." Nolilic¥liOll to contract workrn311 mUSl he made and D litl<1C1ncnt (hat they hlwe lead and unrJe:r.<tood the presence of ubelkll in the id"'ltified !l!eas in the building wd Ihoyan, not to distllrb these nllll.mais.
n. U~1l a cmified llI1d license asbestos abatemeut contrllCllor to perform M}' removaJ of ACM Pllill to auy demolitIon Beth'ity !hilt will disturb the mat.mlll,. Als.~. all ;lIdUl;lliaJ hygienist mllst be present co ~rfonn cDgJ.neering conlJ'oJ and regulatory a.~best()$ air monitoring during a::y abatement project. The Sou"'" Coast Air Q\~alil)' M3n1lgement Dl~\[ict (SCAQMD) h1.~ ~trici rules regarding boW ACM is :-CnlOYOO a.!ld mandates l\ 10·.18)''' notificalion.md the use of n oenified ahat":ncnt contTflcwr for =val of <: 100 square fe"t of ACM (Rule 1403). NOlify the SCAQ1'vm 10 worlcbg da~ prior to the ACM removal. 10 an emergency. the I)istrict rnay trtlIltll 24 hOllls notice.

Pinnacle En\'lronmenlal. Inc. Phase I EnVironmental Site Assessment Page II 3421-3437 W Foolhiil BOlllevard; Glendale, CA 4993 of 5188 EMG also concluded the following (directly excerpted):

CONCLUSIONS
Th~ llshaslos containing-matodals that were discovered are found to be in good conditioll lind do nol appear I~) Jlose an exposure bllZaId III this time. HowevCI', if future. ilamag.tl O(',.('.Wli, uClion must bD taken as mentioned above.

Th~ aslJeslos containing-m"'tc;;a(s; li.sle.d in the Table of ACM ~hAlI h~ renlOVN and dhposcd of prior to :In)" dcmolition work in the builrlinB. All n:.movol, di/;p<1sal and haudHog of these asbes!os containing-materials t:hall ba in t\C«IrdlUlCC with Fedoral, Stato mo LoC.21 Agency ordiruulces, laws and fOBUlllrions. The diSposAl of the ACM kss than l'ln.('rpcr<:.cnl is dcrigoatcd as (leneral construction w3Sf.e, jh(<; survcr do~s nOl sali sly regulatory requirements set forth by SCAQl>rfJ) prior to demolitloll activitie.5. .

Canstnw!ion matmaL~ not iclentifiNl ill S-aJnpling schot\ulc must be l'Issutne.d lQ contain regulated concentration:. of a.~bestM. until proven Qtllervl'ise through Icpresentati\'(" sampling nnd J>.nlllysill.

The above discussion is only a brief summary of the information that is found in the full rcport(s) listed above. The report(s) should be read in their entirety to obtain a more complete undcrstanding of the information providcd, and to aid in any decisions or actions that may be made or taken based on that information. PEl assumes the information in the report(s) is accurate, unless specifical1y stated.

No other previous environmental documentation (Phase I ESAs, Phase II ESAs, etc.) conccrning the subject property was provided to PEl or reported to exist by the Client or Key Site Manager. It is possible information contained in prior reports (if any) could change PETs conclusions or recommendations herein. If previous environmental documentation becomes available to the Client or subject property owner, a copy should be provided to PEl for review. PEl reserves the right to alter its conclusions herein based upon such new information.

Since PEl cannot give legal advice or review these documents for potential legal issues, it may also be prudent to have appropriate legal counsel review these documents.

In addition, as discussed in ASTM EI527-2005, infonnation previously reviewed by another consultant is not required to be re-researched as long as that infonnation is believed to be accurate and completed in accordance with the AAI procedures and is not contradicted by new documentation. In the preparation of this report, PEl may have used certain information prcsented in the previous rcport(s), with verification or new research performed where appropriate. Reference is provided in the relevant section where such infonnation is used.

Phase J Environmcntal Site Assessment Pinnacle Environillental. Inc. 3421·3437 W Foothill Boulevard; Glcndale, CA Page 12
4994 of 5188
B. ADJOINING AND ADJACENT PROPERTIES
As discussed in ASTM E1527-2005, an adjoining property is any real property whose border is contiguous or partially contiguous with the subject property, or would be if the properties were not separated by a roadway, street or other public thoroughfare. For the purposes of this reporl, an adjacent property is any real property located within approximately one block or less of the subject property's border.

Specifically, the subject property is bordered by the following:

Northeast: Immediately by a park, containing subterranean Glendale utilities equipment and facilities, then by apparent residential dwellings.

Southeast: Immediately by a commercial-use property occupied by an auto sales business (3411 W. Foothill Blvd., formerly a Texaco gas station), then by the intersection of Foothill Blvd. and New York Ave.

Southwest: Immediately by Foothill Blvd., then by commercial-use properties, including auto service and a retail center (with dry cleaner).

Northwest: Immediately by eommercial-use properties including retail and auto service, then by Frederick Street.

C. USGS TOPOGRAPHIC MAP
The subject property's physical setting was researched employing a United States Geological Survey (USGS) 7.5 Minute Topographic Quadrangle (Quad) Map relevant to the subject propelty. The USGS 7.5 Minute Quad Map has an approximate scale of 1 inch to 2,000 feet. and shows physical features such as wetlands, roadways, mines, and buildings. The USGS

7.5 Minute Quad Map was used as the Standard Physical Setting Source, and is sufficient as a single reference. A copy is included in the appendix.

The most recent Burbank, California Quad Map (dated 1994) shows no physical features that are likely to environmentally impact the subject property. The subject property is identified as unspecified urban developed land (pink shading). No mines, wells, aboveground storage tanks, or wetlands were depicted in the immediate area of the subjeet property. The elevation of the subject property is approximately 1,660 to 1,670 feet above mean sea level with a moderate topographic gradient to the south.

D. GENERAL HYDROGEOLOGIC CHARACTERISTICS
The general area of the subject propelty is located within the extreme eastern edge of the San fernando Valley (within the local Verdugo Basin), which generally consists of alluvial fans extending southward from the San Gabriel Mountains to the north, and westward from a Phase I Environmental Site Assessment Pinnacle Environmental, Inc. 3421-3437 W. FoothJill3oulcvard; Glendale. CA Page 13 4995 of 5188 series of hills to the east. The subsurface features of the alluvial fans are related to erosion of the surround ing hills and mountains, resulting in the deposition of deep layers of alluvial deposits.

Although site-specific groundwater information for the subject property was unavailable, according to information obtained [rom the State Water Resources Control Board's on-line Geotracker database (www.geotracker.swrcb.ca.gov). the closest LUST site with available on-line groundwater data (Mobil #11-1PL [Glendale] at 3200 W. Foothill Blvd., located approximately one-third mile southeast of the subject property) indicates a reported depth to first groundwater of approximately ] 16-136 feet below ground surface. The available on-line data also indicates a general southerly direction of groundwater flow at that site. However, local groundwater can be influenced by several factors, and may not conform to the reported nearby pattern. Shallower perched groundwater zones may also occur.

Pinnacle Envl[(mmenlal, Inc. Phase I Environmental Site Assessment Page J 4 3421-3437 W. roothiJl Boulevard. Glendale, CA 4996 of 5188 SECTION IV.

HISTORICAL REVIEW

Thc site historical review is used to develop an understanding of the previous uses of the subject property and surrounding area in an effort to identify the likelihood of past uses. or activities having environmentally impacted, the subject property. The historical review consisted of a search of various public and privatc Standard Historical Sources, as detailed in the sections below.

As dcflllcd by ASTM E1527-2005, a Standard Historica I Source is considered complete if the information containcd within the source identifies all uses of the subject property from the time thc property was first used for residential, agricultural, commercial, industrial or governmental purposes. Ideally, the information should be available in either five-year intervals or sitc milestone events (i.e., initial construction activities. demolition activities. etc.). Howevcr, available public and private historical sources do not always fulfill this goal, in which case, the closest approximation is made based upon the sources readily available at the time of historical revie\v.

Historical Rel'iefv Summarv: From the historical information review discussed below, PEl concludes that the subject propelty was undeveloped from at least 1938 until at least 1967-68; however, it is possible a former residence located at 3433 Foothill Boulevard, may have been located on the subject property in the 1950s, although this was not confirmed from the sources reviewed. The subject property was initially structurally developed in 1967-68 with the two (2) subject structures (3421-3437 W. Foothill Blvd.) and one (I) additional structure.

This one (I) additional structure (3419 \Y. Foothill Blvd.) has since been removed. Most of the outlying propelties also appear to have been structurally developed during the 1950s with single- and multi-family structures. Most of the adjoining properties appear to have been developed in the 1960s and 1970s. Prior to the 1950s, most orthe neighboring properties were undeveloped land. No gasoline stations, major landfills, military bases, manufacturing facilities, or heavy industrial businesses were identified on the subject property.

A. AERIAL PHOTOGRAPH REVIEW
Aerial photographs were reviewed to evaluate past land-use patterns of the subject property and vicinity. The photos were supplied by Rupp Aerial Photo (1938, 1952, 1972, and 1985) and provided by the GlobeExplorer website (1989, 1994, and 2000) and the LivcSearch website (w\vw.maps.live.com, 2004 only). Copies of representative aerial photographs are included in the Site Maps appendix. This review revealed the following:
1938: The subject propelty appears undcveloped with numerous trees. The surrounding land usage also appears primarily undeveloped with some trees:
and apparent scattered single-family dwellings. Northeast, Northwest, and Southeast: immediately and further by undeveloped land. Southwest:
immediately by Foothill Blvd., then by orchards.

Phase I Environmcnl<:ll Sile Assessment Pinnack Environmental, loe 3421-3437 W Foothill Boulevard. Glendale. CA Page 15 4997 of 5188 1952: The subject property is covered with a dense canopy of tree growth. Due to the poor clarity of the photograph, it is unclear whether a smal I structure (e.g., residence noted in the building permit record at 3433 Foothill Blvd) is located on the site. Conditions at the most immediate adjoining properties appear similnr to those observed in the 1938 aerial photograph. A tract of homes is notcd to the northeast and somewhat greater dcvelopment is noted in the general area.
1972: The subject property appears developed with three commercial-type structures. The surrounding land usage also appears developed similar to the current usages. Northeast: immediately by a park, then by apparent multi.. family dwellings. Southeast: immediately by an apparent commercial-type structure (possible gas station), then by the intersection of Foothill Blvd. ancl New York Av. Southwest: immediately by Foothill Blvd., then by apparent pre-developed (graded) land. A possible gas station is noted to the south·· southeast. Northwest: immediately and further by commercial-type structures.
1985: Conditions at the subject property and adjoining properties appear similar to those observed in the 1972 aerial photograph, with the exception being the southwest property (across Foothill Blvd.) is now commercial developed. 1989: Conditions at the subject propeliy and adjoining properties appear similar to those obscrved in the 1985 aerial photograph.
1994: Conditions at the subject property and adjoining properties appear similar to those observed in the 1989 aerial photograph, with the exception that the:
building at the southeast corner of the subject property appears to have been removed.
2000: Conditions at the subject property and the adjoining properties appear similar to those observed in the 1994 aerial photograph.
2004: The subject property is occupied by the subject development and parking similar to that observed during the site visit. The surrounding land usage is also similar to that observed during the site visit.

B. BUILDING PERMIT REVIEW
In an effort to evaluate the official construction and demolition history of the subject properly, PEl reviewed city of Glendale Building Department (GBD) information for the subject propeli)' addresses. The following information was obtained:

Phase Pinl1,lde EnvironmC'nlal, InC' I Ell\' ironmcntal Site Assessment

---- Address Date Permit Description
3421,3423, 3425,
3427, 3431, & 3433
Foothill Blvd.
3419-3435 Foothill
Blvd.

S/10/67
1/23/68
Initial construction permit for a 10,900 square foot, wood frame and stucco, commercial building. "No" per sewer
indication. Owner: Bershon Rcalty Company. Permit finaled:
6/5/68. A site plot plan indicates 3 buildings including Taco Pronto (3419), Stores (3421-3433), and a Winchell's Donuts (3437). -­ Plumbing permit for 3 "sewer connections" and 3 "septic tanks, seepage pit and/or drain field". Permit finaled: 3/15/68.

Noted on back of permit "All sewer connections to septic tanks except on large one outside Trader Joes Market, also all drv sewer lines to connect to main new sewer in the future" 3433 Foothill Blvd.
7/2/65
3/12/68
Demolition permit for 1,200 sq.ft. vacant "house and garage." Pennit finaled: 7/6/65
Initial sign permit for "Trader Joe's MarkeL" Permit finaled:
4/15/68 -­
5/20/68 Initial sign permit for "Palace Cleaners." Pennit 6/4/68. Certificate of Occupancy issued 6/1 0/68
finaled:
-­
6/28/76 Certificate of Occupancy for Palace Cleaner
"Cleaner Agency" issued to Mr. Cbueng K Ob.
for use as
-­
3423 Foothill Blvd.

I 1/8/78
12/12/79
Certificate of Occupancy for Palace Cleaner for use as "DI)' Cleaning Agency" issued to Mr. Hui Ok Ob ­ 800 sq. f1. - -­ Plumbing permit for steam boiler for Palace Cleaners. Permit finaled: 12/31/79
7/7/89 Certificate of Occupancy for Palace Cleaner issued Byung Ha Min ­ 800 sq. ft.
to Mr.
-­
8/1412000
8/10/67
Certificate of Occupancy for Palace Cleaner issued to Mr. Ki M. Kim ­ 900 sq. ft. -­ Initial construction permit for a 1,2 12 square fool "donut shop." "No" per sewer indic.ation. Owner: Bersbon Realty Company. Pennit finaled: 5/1/68 -­
, 3437 Foothill Blvd. 3/17/70
7/1 /91
Plumbing permit for I sewer connection and 7 "sewer cap or cesspool fill" completed 4/14/1970 --,
Building pennit for conversion of Winchell's Donuts to Pizza Hut -­
3421 Foothill Blvd 4/30/68 Sign pem1it for "Coin-O-Matic" Pinnacle Environmcn:al. Inc
3421-3437 W. Fnolhill l3oulevard: Giendalc, CA Page 17
Phase I EnvlromTiental Site Assessment
4999 of 5188
--
3419 Foothill Blvd. --
8/10/67
(former property
address) 3/17170
8/2/89
Initial construction permit for a 2,000 sq U3re foot
"restaurant." "No" per sewer indication. Owner: Bershon Realty Company. Permit finaled: 7/23/68 - Sign Permit for "Taco Pronto"9/21/67
Plumbing permit for I sewer connection and 7 "sewer cap or cesspool fill" noted on back of permit as "seepage pit fill'" on 4/14/1970
Demol ition permit for 1,750 sq.ll. restaurant building: noted as converting to additional pflrking area. Permit finaled:
10/25/89 Pumping permit for "sewer cap" issued.
.­
Although information concerning tenant improvements/alterations and other miscellaneous modifications for the existing development was located during the research, this data did not contain information relevant to this Assessment. In addition, no other past demolition or underground storage tank (UST) documentation for the subject property was located as a resu It of th is search.

In a fUliher effort to evaluate the development history of the subject property, PEl reviewed Los Angeles County Assessor's (LACA) information obtained from the LACA's website (http://maps.assessoLlacounty.gov). Review of this information indicated the Assessor's Parcel Number for the subject property is 5602-007-020; the parcel consists of approximately

0.8 acres; the subject property is cuo'ently improved with an approximate 10,900 square foot structure built in 1967-68 and an approximate 1,200 square foot structure also built in 1967­ 68; and the Property Type is identified as CommerciallIndustrial. No other information significant to this report was obtained from the Assessor's data.

C. SANBORN FIRE INSURANCE MAP REVIEW
PEl attempted to review Sanborn Fire Insurance Maps for the area of the subject property as provided by EDIt Sanborn Maps are detailed drawings that show the location and use of structures on a given property during specific years. These maps were originally utilized by insurance companies to assess fire risk, but are now utilized as a valuable source of historical and environmental-risk information. However, according to EDR, no maps were available for the subject property.

D. CITY STREET DIRECTORY REVIEW
PEl reviewed available historical city street directories at the Sherman Library in Corona Del Mar, California and the Haines Library in Fullerton, California in an effort to evaluate the prior uses and occupancies of the subject property address initially provided to PEl by the Client at the st3l1 of the project. City street directories list property occupants by address, allowing an historical search of tenants on the subject property. That review revealed the following information:

Pinnacle Environmental, Ine Phase I Environmental Site ..\ssessmcnt

--
,
, Address Date
1955
1961
1965
1970
3421-3433 \V. Foothill 1975
Blvd.
1980
1990
,
SUB.mCT PUOPERTY DIRECTORY REVIEW
Tenants Listed
3433- Residence: RD Marks
3433- Residence: RD Marks - Addresses not listed
3423- Palace Cleaners i
3427- Lacon Beauty Salon
i 3431- Hombre Clothing
3423- Palace Cleaners
3427- Lacon Beauty Salon
3429- Mou Duk Kwan
3423- Palace Cleaners
3425- Hair and Now
3427- Lacon Beauty Salon
3429- Dr. Bugnor, D.C.
3423- Palace Cleaners
3427- Hair and Now
3429- Dr. Bugnor, D.C.

NEARBY PROPERTY DIRECTORY REVIEW
Address Date Tenants Listed
3411 W. Foothill Blvd.
(southeast adjoining)
1955 Address not listed
1961 Address not listed
1965,-70,-75,-80
1990
Ralph Texaco -­ ABC Auto Wholesale
In addition to the city directories above, PEl reviewed Certificate of Occupancies for the subject property addresses 3419 through 3437 available from the Glendale Building Dept.

Other than Palace Cleaners, no current or former occupants were observed that appeared to handle significant (if any) quantities of hazardous materials.

E. HISTOIUCAL TOPOGRAPHIC MAP REVIEW
Based upon the other significant historical sources available, historical topographic maps were not reviewed for the subject property.

F. INTERVIEWS
As specified in ASTM E 1527-2005, interviews will be conducted with parties including present land owners and occupants, past land owners and occupants, and adjoining property owners, as appropriate and as available. PEl interviewed the following parties during the course at" this Assessment:

PEl interviewed Mr. Brian George, manager of Bershon Realty Co. LP, the owner of the subject property, via the Key Site Manager Questionnaire, in an effort to obtain information regarding the current and former uses of the subject property. 1\1r. George Pinnacle Environmental. Inc.
3421·3437 W FOOlhilllloulcvard; Glendale, CA Page 19
Phase I EIlVlf<lnl1lcntal Site Assessmc11l
5001 of 5188
stated that the subject property was acquired by the current owner in approximately 1963. Mr. George reported that the subject property was undevcloped land prior to construction of the current structures in 1967 (main retail) and 1990 (Pizza Hut). Mr.

George was unaware of any hazardous material contamination from the current operations or from past subject propcIiy usage.

G. RECORDED LAND TITLE RECORDS
As specified in ASTM EI527-2005, recorded land titles are records usually maintained by the municipal or county recorder of deeds which detail ownership fces, leases, land contracts, easements, and othcr cncumbrances attached to or recorded against the subject property. Due to state land trust regulations and laws, land-title records typically only provide trust names, owner's names, or easement holders, and not information concerning previous uses or occupants of the subject propeliy. Therefore, this Assessment has relied upon other standard historical information sources which are typically more informative than recorded land titles.

The Client has not provided recorded historical land title records or an environmental liens search for PEl's review or requested that such a search be performed.

The Client provided PEl with a Preliminary Title Report dated April 15, 2008 for the subject property issued by North American Title Company. Such a repOIi typically does not list all documents related to the subject propeliy, simply those that the title insurer wants to exclude from coverage andlor that are of potential interest to the transaction. Preliminary title reports are also one method to generally fulfill the environmental liens search required by the ASTM E1527-2005 standard. The title report included the following items of potential note:

Schedule B/ltem #5: March 6, 1963 Ground Lease between Schroer, et al and Texaco, Inc.

This purpose of the lease was not stated in this document. In reviewing the building permits from the city of Glendale, Texaco received a building permit to construct a gas station on the southeastern adjoining property, 3411 Foothill Boulevard, on August 27, 1963. It is likely the leased area for the gas station was part of a larger parcel which now includes the subject property. The gas station currently occupies a parcel with the APN # 5602-007-021 which is apparently not included as part of the current subject property (APN # 5602-007-020).

Additional information regarding the historical ownership relationship between the subject property and the southeastern adjoining parcel was not conducted as part of this assessment.

A review of the historical ownership of the two parcels and potential environmental liability related to the former gas station operated by Texaco but ground-leased from an apparent subject property owner is a legal question. If additional information/research related to this issue is needed, PEl recommends the Client seek appropriate legal counsel.

No other obvious issues that would significantly environmentally impact the subject property \vcre noted from this review. In addition, neither environmental liens, environmental deed restrictions. nor activity or use limitations related to environmental issues were reported. PEl Phase I Envlfollll1clltal Sitc Asscssmcnt Pinnacle Environmcntal, Inc. 3421-3437 W Foothill Boulevard; GJc.ndule. CA Pagc 20
5002 of 5188
did not review the title report for potential non-environmental issues that may affect the property, and is 110t providing a legal opinion as to the contents of the report.

H. DATAGAPS
As specified in ASTM E1527-2005, data gaps are defined as "a lack or inability to obtain information required by the standards and practices listed in the regulation despite good faith efforts by the Environmental Professional or prospective landowner to gather such information". Data failure occurs when historical research does not identify standard historical sources that are "reasonably ascertainable" and "likely to provide useful information to identify prior uses of the property". Per ASTM EI527-05, the assessment must document data failure and give reasons why historical sources were not available or excluded (if applicable).

Based 011 PEl's research, no data gaps that are likely to prevent PEl from reaching a conclusion were identified.

Phast'l Environmental Site Assessment Pinnacle Enl'ironmental, Inc 3421·3437 W Foothill Boulevard; Glendale, CA Page. 2\ 5003 of 5188 SECTION V.

AGENCY RECORDS REVIEW

In an effort to evaluate whether the subject property and/or nearby sites have reported USTs, hazardous waste generation, or hazardous material releases, regulatory information from the federal, state, and local agencies listed below were reviewed. The database report was compiled and provided by Environmental Oata Resources, Inc. (EOR) and is reportedly the most recent database information available from each agency. A copy of the EOR report is included in the appendix. According to EOR, their search of the various databases conforms to ASTM E1527-2005 Standards. However, EOR indicates the accuracy of the information provided by thc agencies is not without cnor or omission, and the information listed is limited to that which was reported to or gathered by that agency. A limited discussion of the number of sites identificd, and of their potential impact to the subject property, follows this page. In addition, PEl may request state and/or local regulatory agency information for the subjcet properly, targeting those agencies most likely to provide information useful for this Assessment. The primary databases reviewed and their general search range criteria are below:

Fedtral natabast Starth Rangt
USEPA NPIJSuperfund databases: Target Propeny \0 1.0 mile USEPA CERCUS databases: Target Property to 0.5 mile
USI'PA RCRIS facilities databases
Corrective Action Siles: 1.0 mile
TSD Facilities: 0.5 mile
Generators: 0.25 mile
USEPA ERNS dalabase: Target Propeny
US Engineering Controls: 0.5 mile
US Institutional Controls: 0.5 mile
US DO[)/I'UDS databases: 1.0 mile
US Brownfidds: 0.5 mile
StalelLota1 Dalabase Searth Range
State Superfund dalabases:
lIist Cal-Sites: 1.0 mile
CA Bond Exp. Plan 1.0 mile
: State Landfills database: 0.5 milc
Slate Cortese 05 mile e---
SlnlefLocal LUST databases: 0.5 mile
Stale Spills databases:

SUC: 0.5 mile
CHMIRS Target Proper!\'
Stale/Local USTIAST databases: 0.25 milc
State Liens database: Target Propeny
State Deed database 0.5 mile
State vel' database· 0.5 mile
Stale WIP: 0.25 mile
State EnviroSt(l[Il{csponsc databases: 1.0 mile
Stale HAZNET databasc: Target Property
Local llaz-!v1at/Cleanup databases: Target rropeny
Phase I Environmental Sitc Assessment Pinnacle Environmental. Inc 3421-3437 W !'l'(1thlll Boulevard: Glendale, CA Page 2~ 5004 of 5188
PEl's Agency Records Request/Search Range:

Los Angeles Regional Water Quality Control Board/Subject Property Los Angeles County Department of Public Health Investigation/Subject Property Los Angeles County Department of Public Works/Subject Property City of Glendale Fire Department/Subject Property
South Coast Air Quality Management District/Subject Property Cal-EPA-Department of Toxic Substances Control/Subject Property State of California Division of Oil, Gas, and Geothermal Resources (DOGGR) Maps/Subjcct Property
A. REVIEW OF FEDERALLY REPORTED ENVIRONMENTAL DATA
The review of the federal environmental databases listed below attcmpts to identify environmental problem sites, activities, and occurrences from the records of the U.S.

Environmental Protection Agency (USEPA). The detailed listing, and a map showing the location of the sites relative to the subject property, is included in the appendix.

Nationalllriorities List (NPL) of Superfund Sites:

The NPL is the USEPA's database of hazardous waste sites currently identified and targeted for priority cleanup action under the Superfund program. This search includes Proposed NPL sites, Delisted NPL sites, and NPL Recovery sites.

NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for the site boundaries (for a majority of the NPL sites), as produced by EPA's Environmental Photographic Interpretation Centcr (EPIC) and regional EPA offices. A search of the NPL database identified the following number of Superfund sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
One (1) None
This site, San Fernando Valley Area 3, is listed on the NPL database, and is plotted as located just under 1 mile southeast of the subject property. F1lI1her review indicates it has since been delisted from the NPL database in 2004. This site is also found on the CERCUS, FINDS, ROD, US ENG Controls, ENVIROSTOR, HIST Cal-Sites, and Cortese databases as a result of regional groundwater impact resulting from various historical industrial sources in the Phd5f" I Envtronmenlal SIte Asse~srncnt Pinlla.:-k Environmental, Inc 3421·3437 W Foolhill Boulcv3,d; G1cnd31c, CI\ Page 23 5005 of 5188 region. Based on the location of the subject property within an area of reported impact, it is likely groundwater beneath the subject property has been impacted.

However, contaminated groundwater in the general area of the subject propetty is not utilized as a source of drinking water that is provided to area residents/property occupants if the contaminant levels exceed the State's drinking water guidelincs.

National Priorities List Liens (NPL Liens):

The NPL Liens database contains a list of filed notices of Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or whcn the property owner reccived notification of potential liability. A search of the NPL Liens database identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
None None
Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) of 1980:

Mandated as part of the 1980 Superfund Act, the CERCUS (Comprehensive Environmental Response, Compensation and Liability Information System) list is an EPA eompi [ation of the sites investigated, or currently being investigated, for a release or potential release of a regulated hazardous substance under the CERCLA regulations. A search of the CERCUS and CERCUS-NFRAP (no further remedial action planned) databases identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
One (1) None
This site is the San Fernando Valley Area 3 Superfund site discussed above.

HeRlS Corrective Action (RCRIS-CA) Sites:

Thc RCRIS-CA report contains information pertall1lng to hazardous waste handling facilities which have conducted, or are currently conducting corrective actions, as regulated by the Resource Conservation and Recovery Act. A search of the RCRJ S-CA list identified the following number of sites within the specified database search range:

Pha.,(· J El\vironrnl'nlal Sitc Asscssment Pinnacle Environmental. Inc 3421-3-137 W Foothill Boulcvard; Glendale. CA Page 24 5006 of 5188 Number of Sites Number Listed at
Subject Property I
None None I
Resource Conservation and Recovery Act Information System (RCRIS) Treatment, Storage, and Disposal (TSD) Facilities:

The RCRA program identifies and tracks hazardous waste from generation source to the point of ultimate disposal. The RCRIS-TSD facilities database is the composite of reporting facilities that transport, store, or dispose of controlled or hazardous waste. Identification on this list does not indicate that a site has impacted the environment. A search of the RCRIS-TSD database identified the following number of facilities within the specified database search range:

Number of Sites Number Listed at ,
Subject Property
None None
RCRIS Generator Facilities:

The RCIUS program identifies and tracks hazardous waste from generation source to the point of ultimate disposal. The RCRIS generator facilities database (large and small quantity generators and various derivations) is the composite of rcporting facilities that generate hazardous waste. Identification on these lists does not indicate that a site has impacted the environment. A search of the RCRJS facilities databases identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
Four (4) One (I)
Information from EDR indicates the subject property (specifically Palace Cleaners at 3423 W. Foothill Blvd.) is a RCRA-Non-Generator. The description states "Handler: Non-Generators do not presently generate hazardous waste." This action is dated July 27, 2000. However, based on PEl's on-site inspection, the subject property does generate waste PCE and filters as part of its current operation.

Information [i'om EDR indicates the nearest additional site, Lloyds Wheel ancl Brake Svc. at 3445 Foothill Blvd., is located immediately northwest of the subject propel1y. This site is identified as a small quantity generator of hazardous waste.

RCRA violations have not been reported at this site, and this site is not identified Phasr I Environmemal S ile Assessmcnt Pinnack EnvironmrnlJL Inr. 342]·3437 W foothill Boulevard; Glcnd"lc, CA Page 25 5007 of 5188 on other EDR reported databases which indicate a reported release or environmental impact. This site is listed on the FINDS database and as a California - Hazardous Waste Tracking System site. The remaining sites are identified as small quantity generator sites; the remaining sites are located over 745 feet from the subject property; and RCRA violations have not been reported at any of the remaining listed RCRA sitcs. The nature of the RCRA generator listing identifies a business as a generator of hazardous waste; however, the nature of this listing does not indicate whcther the hazardous waste generating (or related) activities have resulted in an impact to the environment. RCRA Generator sites with reporled environmental impact (if any) arc typically identified on other EDR reponed databases which indicate a reported rclease or environmcntal impact and are discussed accordingly.

Emergency Response Notification System (ERNS):

The ERNS database is the historical record of releases of hazardous substances r('ported to the USEPA. A search of the ERNS database identified the following number of releases within the specified database search range:

Number of Sites Number Listed at
Subject Property
None None
EPA Engineering and Institutional Controls (US ENG Controls/US INST CONTROL) Sites:

These databases include listings of sites with engineering or institutional controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health.

Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remt:diation care requirements intended to prevent exposure to contaminants rcmaining on site. Deed restrictions are required as pan of the institutional controls. A search of the US ENG Controls/US JNST CONTROL database(s) identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
None None
Phasc I Environmental Site Asscssm~nl Pinnacle Ellvironmental, Inc,

J,121-J,37 W Foolhill Boulevard; Glendale, CA Page 26
5008 of 5188
Department of Defense (DOD) Sites:

The Unites States Geological Survey (USUG) maintains the DOD database, which consists of federally owned or administered lands, administered by th,~ DOD, that have an area equal to or greater than 640 acres of the United States, Puerto Rico, and the US Virgin Island. A search of the DOD database identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subiect Property
None None
Formerly Used Defense Sites (FUDS):

The U,So Army Corps of Engineers database contains a listing of locations of Formerly Used Defense Sites (FUDS) where the U.S. Army Corps of Engineers is actively working or will take necessary cleanup actions. A search of the FUDS database identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
None None
US Brownfields Sites (Brownfields):

The US Brownfields site includes brownfields properties addressed by Cooperative Agreement Recipients (CAR) and brownfields properties addressed by Targeted Brownficlds Assessments (TBA). EPA's TBA program is designed to help states, tribes, and municipalities minimize the uncertainties of contamination often associated with brownfields. Cooperative Agreement Recipients (states, political subdivisions, territories, and Indian tribes) become I3rowl1fields Cleanup Revolving Loan Fund (BCRLF) cooperative agreement recipients when they enter into BCRLF cooperative agreements with the USEPA.

EPA selects BCRLF cooperative agreement recipients based on a proposal and application process. BCRLF cooperative agreement recipients must use EPA funds provided through BCRLF cooperative agreement for specified brownfields·· related cleanup activities. A search of the Brownfields database identified the following number of sites within the specified database search range:

F Number Listed at
Subject Property
None
umbcr of Sites
None
Ph;1,,;e I Environmenlal Site AS~cssT11("nt Pinnacle Environmcntr-.l. ft1C. 'J21-3·137 W foothill Boulevard, Glendale, ell P<.!ge 27 5009 of 5188 CERCLA Lien Information (LIENS 2):

A Federal Superfund Lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCUS provides information as to the identity of these sites and properties. A search of the FINDS database identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
None None
Facility Index System (FINDS) sites:

The FINDS Report is a computerized inventory of all facilities that are regulated or tracked by the U.S. Environmental Protection Agency. These facilities arc assigned a unique identification number that serves as a cross-reference for databases in the EPA's program system. Identification on this database does not indicate that a site has impacted the environment. A search of the FINDS database identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
One (1) One (1)
Information from EDR indicates the subject property (specifically Palace Cleaners at 3423 W. Foothill Blvd.) is identified as a FINDS site. The FINDS listing is a result of the subject propelty's identification as a RCRA-SQG. Refer to the RCRA Facilities section above for further information.

B. REVIEW OF STATE-REPORTED ENVIRONMENTAL DATA
Results of the state regulatory records search follow. Each section begins with a general description of the databases searched and the corresponding responsible state or local agency. The detailed listing, and a map showing the location of the sites relative to the subject property, is included in the appendix.

State Hazardous Waste Site (SHWS) Databases:

State Hazardous Waste Site records are the states' equivalent to CERCUS. The Department of Toxic Substances Control (DTSC) Hist Cal-Sites database contains potential or confirmed hazardous substance release properties. The Calsites PhaSl": 1 Elwironlllcmal Sit(, t\ssc.ssment PlIlnac!e Environmental, Inc 3421-3437 W Fooll,,11 noukvard, (,lendale, CA Page 2R 5010 of 5188 database was created by the Department of Toxic Substances and Control (DTSC), but DTSC no longer up-dates the Calsites database. Thc Calsites database was replaced by the EnviroStor database (see EnviroStor section below).

The CA Bond Expenditure Plan database contains the Department of Health Services site-spccific expenditure plan, which is the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds. A search of the State Hazardous Wastc Site database(s) identified the following number of sitcs within the specified database search range:

Number of Sites Number Listed at
Subject Property
One (1) None
This site, San Fernando Valley Area 3, is identified as all HlST Cal-Sites. Thi:; site is additionally discussed in the NPL section above.

Solid Waste Facilities and Landfills (SWFILF):

The State Solid Waste Facilities and Landfills databases include an inventory of active, closed, and inactive solid waste disposal facilities, landfills, and refuse transfer stations (non-landfill sites). A search of these databases identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
None None
Cortese Database:

The Cortese list contains hazardous waste and substance sites compiled pursuant to Assembly Bill 3750 (Cortese, Chapter 1048, Statutes of 1986). The information included in this list was compiled with information from the California DTSC, the State Water Resources Control Board, and the California Waste Management Board. This database contains primarily LUST sites, although other types of sites may be included. A search of the Cortese database identified the following number of sites within the specified search range:

Number of Sites Number Listed at
SUb.iect Property
Three (3) None
IIlforlllation from EDR indicates these sites are all identified as LUST sites and discussed in the LUST section below.

PIi,t",1 Environmental Site Assessment Pinnacle Environmenlal, illc 3421-3·117 W Foothill flouil'vard; Glcndidc. CA Page 29 5011 of 5188 Leaking Underground Storage Tanks (LUSTs):

State and/or local agencies maintain inventories of LUSTs (also known as LTANKS) in a statewide database. A search of the LUST database identified the following number of reported LUST sites within the specified search range:

Number of Sites Number Listed at
Subject Property
Seven (7) None
Information from EDR indicates the nearest LUST site, Texaco Station at 341 I W. Foothill Blvd., is located immediately adjoining southeast of the subject propel1y. According to database information, a gasoline release was discovered at this site in December of 2005, the release is undefined, and the case status is "leak being confirmed." This site has not been tested for methyl tertiary-butyl ether (MTBE). PEl reviewed a report on this site prepared by SAIC for Chevron that was submitted to the LARWQCB on May 15, 2007. According to the report, four fuel USTs were removed in 1985, and a 550-gallon waste oil UST was removed in 2004. Other than sampling of soil beneath the fonner waste oil UST (which indicated low to moderate-level petroleum hydrocarbon impact), no records of soil or groundwater sampling were readily available for this property.

This site is apparently under investigation by the LARWQCB for potential contribution to area groundwater impacts, and it is possible additional investigation of the adjoining site will be requested by the LARWQCB. Given the proximity of this site, this is considered a potential REC. Although located immediately adjoining, based on the apparent down-gradient location of this site, it appears unlikely to have significantly environmentally impaired the subject property. However, if greater certainty is desired, a subsurface investigation could be performed on the subject property nearest the former gas station to confirm or deny this supposition.

The next closest site is Tosco 76 Station at 3402 W. Foothill Blvd. This site is located over 380 feet southeast of the subject property and is a closed case. The remaining sites are located over 1,065 feet from the subject property and have varying status. Based upon the distance from the subject property, regulatory status, and/or cross- to down-gradient location with respect to the inferred direction of groundwater flow (southerly), it appears unlikely these remaining listed LUST sites have significantly environmentally impaired the subject propel1y.

Sjate/Lo(~al Spills Databases:

The Spills, Leaks, Investigations, and Cleanup (SLIC) Cost Recovery Listing program is designed to protect and restore water quality from spills, leaks, and Phase I EnVironmental Sitc Assessment Pinnacle Environmental, Inc. 3421·3437 W Foothill Boulcvard; Glcndale, C/\ Page 30
5012 of 5188
similar discharges. The database(s) included in this section are the states' equivalent to the ERNS report and generally contain information for reported hazardous matcriallwaste surface or groundwater contamination release investigations reported in that state or locality. The California Hazardous Material Incident Report System (CHMIRS) database contains information on reported hazardous waste material incidents (accidental releases or spills). A search of these databases identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
Five (5) One (1)
Information from EDR indicates the subject property, Palace Cleaners at 3423 \V.

Foothill Blvd. is identified as a SUC site. SUC database information indicates there was a Volatile Organic Compound (YOC) release and the Facility Status is <Lcase open". with a file number of 116.0013. PEl's review of this file is discussed in Section Y-C below.

The nearest additional site, Superior Cleaners at 3448 W. Foothill Blvd., is located approximately 120 feet south (across Foothill) of the subject property.

SUC database information indicates there was a YOC release and the Facility Status is "reopen previously closed case."
The remaining sites are located over 680 feet from the subject property. Based upon the distance from the subject property, andior eross- to down-gradient location with respect to the inferred direction of groundwater now (southerly), it appears unlikely these remaining listed SUC sites have significantly environmentally impaired the subject property. However, some of these sites may have contributed to the regional groundwater impact discussed in the NPL section above.

Undcrground Storage Tanks (USTs)iAboveground Storagc Tanks (ASTs):

USTs arc regulated under Subtitle I of the RCRA (as well as various state regulations), and must be registered with the State Underground Storage Tank Program. These are registered USTs only, and identification on this list(s) does not necessarily indicate that the site has impacted the environmenl. This search includes review of the Active UST Facilities (UST) database, Facility Inventory Database (C/\ FID UST), Hazardous Substance Storage Container Databasc (HIST UST), and SWEEPS UST Listing database (SWEEPS liST). Also potentially im:luded in this section are sites identified on historic UST databases that arc no longer maintained. The AST database is the State Water Resources Control Board's Hazardous Substance Storage Container Database for registered ASTs. A search of the UST and AST dalabase(s) identified the following number I'h",e I Environmemal Site Assessment Pinna"'e Environment"I, Inc ).121·3,137 W Foothill Boukvnrd, Glendale, CA Page 31 5013 of 5188 of sites within the specified search range. A search of these UST and AST databases identified the following number of sites within the specified search range:

Number of Sites Number Listed at
Subject Property
Eight (8) None
Information from EDR indicates the nearest site, ABC 2000 Corp Ogames Daviyan at 3411 FoothjJl13lvd., is located immediately southeast of the subject propel1y. This site is identified as a SWEEPS UST site (listed twice). This site is also identified as a LUST site (aka Texaco Station) and addressed in the LUST section above.

The remaining sites are located over 380 feet from the subject property. The nature of the UST listings indicates a UST has been reported at the respective address; however, the nature of this listing does not indicate whether the presence of the UST(s) has resulted in an impact to the environment. UST sites with reported releases are typically identified on other EDR reported databases which indicate a reported release or environmental impact and are discussed accordingly. Based upon the distance from the subject property, regulatory status, and/or cross- to down-gradient location with respect to the inferred direction of groundwater flow (southerly), it appears unlikely the remaining listed UST sites have significantly environmentally impaired the subject property.

Environmental Liens Listing (LIENS):

The Department of Toxic Substances Control's (DTSC) LIENS database includes a listing of property locations with environmental liens for California where DTSC is a lien holder. A search of the LIENS database identified the following number of sites within the specified database search range:

Number Listed at
Subject Property
None
Number of Sites
None
L.

Deed Restriction Listing (DEED):

The Department of Toxic Substances Control's (DTSC) DEED database includes a listing of Site Mitigation and Brownfields Rcuse Program (SMBRP) Facility Sites with Deed Restrictions and Hazardous Waste Management Program Facility Sites with Deed/Land Use Restrictions. The 5MBRP list includes sites cleaned up under the program's oversight and generally does not include current or fonner hazardous waste facilities that required a hazardous waste facility permit. The list Phas(" I Environmental Site Assessment Pinnaclc Environmcntal, Inc. )·121-3·137 W. FnC'lhill flnlllcvard; Gkndalc, CA Page 32 5014 of 5188 represents deed restrictions that are active, and some sites have multiple deed restrictions. The DTSC Hazardous Waste Management Program (HWMP) has developed a list of current or former hazardous waste facilities that have a recorded land use restriction at the local county recorder's office. The land use restrictions on this list were required by the DTSC HWMP as a result of the presence of hazardous substances that remain on site after the facility (or part of the facility) has been closed or cleaned up. The types of land use rcstriction include deed notice, deed restriction, or a land use restriction that binds current and future owners. A search of the DEED database identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
None None
Voluntary Cleanup Program (VCP):

The Department of Toxic Substances Control's (OTSC) VCP database contains low threat level properties with either confirm~d or unconfirmed rel~ases and the project proponents have requested that DTSC oversee the investigation and/or cleanup activities and have agreed to provide coverage for DTSC's costs. A search of the VCP database identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
None None
Welllnvcstigation l>rogram Database:

This database includes Well Investigation Program cases in the San Gabriel and San Fernando Valleys, as reported by the Los Angeles Regional Water Quality Control Board. These listings generally regard sites that have been investigated or are under investigation as potential contributors to the widespread groundwater contamination found in areas of those valleys. Identification on this database does not n~cessarily indicate a site has impacted the environment. A search of this database identified the following number of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
Four (4) One (1)
Phas(' [ Environmental Sill' Assessment Pmnacle Environmental, Inc 3421·3,137 W Foothill Boulevard; Glendale, CA Page 33 5015 of 5188 Information from EDR indicates the subject property, Palace Cleancrs at 3423 Foothill Blvd., is a WIP site. The status is listed as "backlog" with a file number of 116.0013. Refer to Section V-C below for further discussion.

The nearest additional site, Superior Cleaners at 3448 W. Foothill Blvd., is located approximately 120 feet south (across Foothill) of the subject property.

The status is listed as "active".

The remaining sites are located over 680 feet from the subject property. The nature of the WIP listing ind icates the respective site has been included in a well investigation program utilized to identify sources of contamination to public drinking water supply wells; however, identification as a WIP site does not necessariIy indicate a site has impacted the environment. Sites with reported releases are typically included on other EOR databases which indicate a reported release or environmental impact and are discussed accordingly.

State Response/EnviroStor Databases:

The Department of Toxic Substances Control's (OTSC) RESPONSE database identifies confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally highpriority and high potential risk. The OTSC's Site Mitigation and Brownfields Reuse Program's (SMBRPs) EnviroStor database identifies sites that have reported contamination or sites for which there may be reason to investigate further. The database includes the following site types: Federal Superfund Sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in Cal-Sites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. A search of the Response and EnviroStor databases identified the following numbcr of sites within the specified database search range:

Number of Sites Number Listed at
Subject Property
Two (2) None
Information from EDR indicates the nearest site, One Stop Cleaners at 3116 Foothill Blvd., is located approximately 2,790 feet southeast of the subject property. This site is in the evaluation phase with a "Refer: Local Agency" status.

Thc remaining site is San Fernando Valley (Area 3) which has an EnviroStor "No Further Action" status. Based on the distance from the subject property, Phase I F~nvironmcnlal Si:r Assessrnrnl Pinnacle EnVironmental. Inc

J'i21-3437 W. FOOlhilllloulevard; Glendale. Ci\ Pa8" .'4 5016 of 5188
regulatory status, and/or cross- to down-gradient location with respect to the infcrred direction of groundwater flow (southerly), it appears unlikely these listed Response/EnviroStor sites have significantly environmentally impaired the subject property.

State and/or Local Agency Generators (HAZNET):

The HAZNET data is extracted from copies of hazardous waste manifests kept by the Cal-EPA, DTSC. These manifests track hazardous wastes from generation source to the point of ultimate disposal. Permit data is generally culled from local agency database(s) for hazardous material handlers and generators. Identification on these lists docs not indicate that a site has impacted the environment and the data has not always been verified for accuracy by the DTSC or local agencies. A search of the HAZNET and Permit data identified the fol lowing number of reported sites within the specified database search range:

Number Listed at
Subject Property
lOne (1)
I Number of Sites
One (1)
Information from EDR indicates the subject property, Palace Cleaners at 3423 Foothill Blvd., is identified as a HAZNET site. This site is also listed on the AIRS (air emissions), and DRYCLEANERS databases. This facility has reportedly generated hazardous waste(s) including: "liquids with halogenated organic compounds>1,000 mg/I", "halogenated solvents", and "aqueous solution with less than ]0% total organic residues". The nature of the HAZNET listing indicates a business generates hazardous waste; however, the nature of these listings does not indicate whether the waste generating (or related) activities have resulted in an impact to the environment. Sites with reported impact are typically identified on other EDR databases and are discussed accordingly.

Local Regulatory Databases:

The Los Angeles County Community Health Services maintains a Site Mitigation list (LA Co. Site Mitigation) which includes industrial sites that have had some sort of spill or complaint, and the Los Angeles County Department of Public Works maintains a list of industrial waste and underground storage tank sites (Los Angeles Co. HMS). A search of the LA Co. Site Mitigation and the Los Angeles Co. HMS data identified the following number of reported sites within the specified database search range:

Number of Sites Number Listed at
Subiect Property
I
I
L...

None I None
Phase TFnvlwnmcllIal Sile ASSCSSI1H~llt Pinnacle EnvironmentaL Inc 342]·3437 W Foothill Boulevard, Glendale, CA Page 35 5017 of 5188 EDR Historical Manufactured Gas Plants Database:
'rhesc databases include former manufactured gas plants that are typically no longer active. Identification on this database does not necessarily indicate that such activities actually occurred at that site or that a site has impacted the environment. A search of this database identified the following number of sites within the specified database search range:

Type of Site Number of Sites Number Listed at
Subject Property
Historical Manufactured Gas None None
Orphan Unplottable Sites:
"Orphan" sites are those which could not be plotted by EDR using conventional geo-coding methods, typically because the information provided in the original government database was unclear, incorrect or missing. A listing of orphan sites (if any) appears at the end of the EDR database, immediately after the last plottable site description.

PEl reviewed the orphan list for sites with the same name as the subject property (if applicable) and/or the same or similar property address. This review is inherently limited by the incomplete and/or possibly incorrect data reported in the orphan listings. For orphans apparently not related to the subject property, only those obviously located adjoining or within a shon distance that may affect the property are discussed. Orphan sites which are also listed in the plotted section are not re-discussed.

PEI's review of the orphan list revealed no obvious sites of concern listed at or adjoining the subject property.

C. LOCAL AGENCY RECORDS SEARCH
The following is a discussion of the results of PEI's written records requests, online regulatory database review, and/or personal/telephone contacts (as applicable) made to state and/or local government agencies in an eff0l1 to obtain potential information relevant to the subject propelty:

Los Angeles Regional Water Quality Control Board (LARWQCB):

PEl contacted the LARWQCB in an effort to evaluate whether hazardous material incidents, USTs, and/or LUSTs have been rep0l1ed at the subject property addresses. The LARWQCB informed PEl that no hazardous material incident, UST, or LUST information is on file for the subject propeny addresses.

However, the LARWQCB informed PEl that a WIP/SUC file does exist for the subject property (Palace Cleaners at 3423 Foothill Blvd.). PEl reviewed Phas(' I Environmental Site Ass('sSmenl Pinnacle Environmenlal, Inc. ::;~21·3437 \\' Foothill Boulevard; Glendale, CA Page 36 5018 of 5188 information on file for the above subject property address. The following is a brief summary of information on file with the LARWQCB \vhich is most significant to this [SA. Copies of selected records are included in the appendix.

On November 19, 1999, the subject property was issued a "Mandatory Chemical Storage and Use Questionnaire" by the LARWQCB. The questionnaire was completed and returned by Mr. Ki M. Kim the owner of Palace Cleaner on November 27, 1999. Two prior owners were noted on the questionnaire in including Mr. Byung Ha Min (9/1987 to 10/1992) and Mr. Hwang Rae Cho (10/1992 to 6/1999). The date operations began was reported as "7-1-97". The sewer system was reported as "municipal" with no di1Terent system used in the past. The questionnaire indicated that 50 gallons of perchloroethylene (PCE) was stored on-site in an aboveground storage tank. Mr. Kim provided hazardous waste manifest/l nvoices from Technichem dated 511999, 12/1998 and 9/1998. ]n addition, Mr. Kim provided a copy of his South Coast Air Quality Management District annual operating permit fees for facility 10 # 117154. There is no information in the file reviev·,ed indicating that a release has occurred at the subject property. ]n addition, there is no infonnation indicating that previous environmental assessments/investigations have been requested or conducted at the subject propel1y. However, Palace Cleaners was included on the W]P/SLlC databases due to an on-going investigation into potential contributors to area-wide groundwater impacts; so it is possible that other actions may be taken by the LARWQCB in the future to investigate the subject dry cleaning facility. PEl recommends a subsurface investigation of the on-site dry cleaner to evaluate its potcntial to have impacted the subject property.

Los Angdes County Department of Public Health Investigation (LACDPHI):

PEl contacted the LACDPH] in an effort to evaluate whether hazardous material incidents, USTs, and/or LUSTs have been reported at the subject property addresses. The LACDPHI informed PEl that the Glendale Fire Department (GFD) is the lead agency for the subject property and such requests should be directed to the GFD.

Los Angdes County Department of Public Works (LACDPW):

PEr contacted the LACDPW in an effort to evaluate whether industrial waste generation, USTs, and/or LUSTs have been reported at the subject property addresses. The LACDPW informed PEl that no industrial waste generation, UST, or LUST information is on file for the subject property addresses.

City of Glendale Fire Department (GFD):

PEl contacted the GFD in an elrort to evaluate whether hazardous material incidents, USTs and/or LUSTs have been repOlted at thc subject property addresses. The GFD responded that files existed on the Palace Cleaners tenant at Phase I Environmental Sile Assessmcllt Pinnacle Environmental. 1nco 3421-3437 W Foothill Boulevard; Glendale, CA Page 37 5019 of 5188 the subject property. The file was reviewed by PEl at GFD's offices and portions are included in the appendix for review. The earliest information included an application for an "lndustrial Waste Permit" completed by Mr. Ki M. Kim. The permit indicates the following (directly excerpted):

C::-li1rtJcLe· or op~:.:o.tion prooucing "'u~te: Ze;:o discharge of ?ER.C. ~:-ai:l and .Q\ll?rf~o\.; from cooli:lg ':O'tler sl2c"inq drv .. clQ~ning ecuip:nenc., "rlet. ""as.hin=ow-'__ A June 2000 inspection requested that secondary containment be provided for hazardous waste drums and that the "cooling tower drain and overflow must be piped to the sanitary sewer". Subsequent inspections and facility information did not find significant changes or violation notices.

South Coast Air Quality Management District (SCAQMD):

PEI reviewed the SCAQMD's online database (www.aqmd.gov) in an effort to evaluate whether hazardous material-related emissions records were available for the subject property. That search revealed four records listed for the 3423 W.

Foothill (Palace Cleaners) subject property address.

Facility ID#2757: Inactive dry cleaning equipment (perchloroethylene) permit dated 1981.

Facility 10#70816: Inactive dry cleaning equipment (perchloroethylene) permit dated 1989.

Facility 10#100775: Inactive dry cleaning equipment
(perchloroethylene) permit dated 1994.
facility 10#117154: Inactive dry cleaning equipment
(perchloroethylene) permit dated 1998. Active dry cleaning equipment Cperchloroethylene) permit dated 2007.

PEl interviewed Ms. Maria Vibal of SCAQMD (909/396-2422) regarding the subject property. Ms. Vibal stated that the subject property is in compliance with a dry cleaning machine that has the appropriate primary and secondary controls.

Ms. Vibal further stated that in exchange for continued use of PCE, the owner/operator agreed to a lower annual use of PCE solvent.

California EPA - Department of Toxic Substances Control (DTSC):

PEr also reviewed CaIEPA-DTSC's Hazardous Waste Tracking System (HWTS) online database (http://hwts.dtsc.ca.gov) in an effort to identify potential hazardous waste generation/disposal activities associated with the subject property addresses. Information [rom DISC's HWTS indicated three listings for Pha.'\e I Envlronmental Site AssesslT1enl Pinnacle Environmental. Inc, 3421-3·137 W FOalhiJl Floulevard. Glendale. CA Page 38 5020 of 5188 the 3423 W. Foothill (Palace Cleaners) subject property address. The following was obtained:
• A hazardous ,vaste generator identification number (ID# CAD982355463) was issued to Palace Cleaners in June of 1988, and this number was reportedly inactivated in June of 200 1. Three manifests for halogenated solvents and were reported under this generator identification number in 1995, 1996 and solids with halogenated organic compounds in 1999. No significant additional information was reported. • A hazardous waste generator identification number (lDH CAL000027983) was issued to Palace Cleaners in May of 1990, and this number was reportedly inactivated in July of 1995. Manifests have not been recorded under this generator identification number. No significant additional information was reported.
• A hazardous waste generator identification number (ID# CAL0002 I2678) was issued to Palace Cleaners in July of 2000, and this number is reportedly active. Four manifests for liquids with halogenated organic compounds were reported under this generator identification number in 2004, 2005, 2006 and 2007. No significant additional information was reported.

California Department of Consen'ation, Division of Oil, Gas and Geothermal Resources (DOGGR) Maps:

PEl reviewed DOGGR maps in an effort to identify whether oil or gas wells have been reported in the vicinity of the subject property. According to the maps reviewed on the DOGGR website (Regional Wildcat Map #W 1-2, with no Field Maps covering the property area), no oil or gas wells are reported in the subject property area (within If.t-mile).

D. TRIBAL RECORDS SEARCH
According ASTM E1527-2005, records for local and tribal records shall be checked to satisfy all appropriatc inquiry for this assessment. The following is a discussion of the results of PEl's written records requests, online regulatory database review, and/or personal/telephone contacts (as applicable) made to tribal governmental agencies in an effort to obtain potential information relevant to the subject property:

The subject property is not located on tribal property and therefore no inquiry was necessary.

Phase I Environmental S it~ Assessment Pinnacle En\'lrolUnental, Inc 3421-3437 W Foothill Boulevard; Glendale, CA P~lgt' 39 5021 of 5188 SECTION VI.

SITE VISIT OBSERVATIONS

A. SURFACE CHARACTERISTICS
At the time of the May 6, 2008 site visit, the subject property consisted of an approximate O.8-acre parcel of land, occupied by two (2) single-story retail buildings. The subject buildings comprised a total of approximately 10,900 and 1,200 square feet respectively and housed 7 tenant spaces, utilized by typical retail and service businesses (e.g., laundry, cleaners, barber, health store, market & restaurant). The structures appeared adequately maintained at the time of the site visit. The structures occupied approximately 40 percent of the subject property. The remaining 60 percent consisted of paved parking and driveway areas, sidewalks, and landscaped areas. The landscaping appeared to be in good condition with no signs of unnatural or chemically induced stress. Minor surface staining was observed on the parking areas, and was likely the result of leaking vehicles. No pits, ponds, lagoons, swales, or surfac.e impoundments potentially containing hazardous materials were observed on the subject property. Weather conditions at the time of the site visit consisted of cloudy skies, with temperatures in the 60s. The soils of the subject property were wet from recent landscapc sprinkler watering.

During the site visit, a masonry walled structure was noted between the Trader Joe's Market (3433) and Pizza Hut (3437) buildings. The structure was gated and inaccessible to PEl at the time of the site visit due to stored items from Trader Joe's and appeared to enclosed electrical equipment. A sign on the fence gate indicated "Danger High Voltage - Admittance to Qualified Persons Only - City of Glendale Public Service Department", This structure may have been related to surface and subterranean structures noted on the northern adjoining propel1y which were similarly labeled as being owned by the City of Glendale Public Service Department.

During the site visit, the exterior of the subject property (with the exception of the roofs), and severa \ representative tenant spaces were inspected including the coin-op laundry (3421), Palace Cleaners (3423), The [-lair & Now (3427), and Trader Joe's (3433). Areas not inspected and/or where observations were limited included: The remaining tenant spaces, interior surface areas covered by furniture and stored items (approximately 60 percent of interior areas), and exterior surface areas covered by parked vehicles (approximately 40 percent of exterior areas).

B. WASTEWATER AND STORMWATER MANAGEMENT
Wastcwater at the site is limited to effluent from the tenant space restrooms, and various floor drains within the tenant spaces. This material flows into the city-operated sewer system.

None of the interior floor drains appeared to be significantly stained.

Exterior surface run-off from the subject property is expected to flow into several observed stormwater drains located at various points on the subject property, as well as directly onto the adjoining roadways. These stormwater drains apparently flow to the municipal I'hase I Environmental Site Assessment Pinnacle Environmemal. Inc. 3421-3'!}7 W Footlllil 13oulevard; Glendale. CA Page 40 5022 of 5188 stormwater system. The storm drains were inspected and appeared to be in good visible condition, with no significant staining observed around their perimeters.

C. POTABLE WATER SUPPLY AND SEWER SERVICE:

The subject property ulilizes water and sewer service supplied by the city of Glendale.

During the course of the site visit, no obvious evidence of active or abandoned water supply wells or septic systems was observed.

According to building permits at the city of Glendale, the subject property was initially constructed utilizing a septic system in 1968. A review of correspondence indicates that two main sewer tie connections were initially constructed for the eventual construction of a main sewer line by the city of Glendale. The city of Glendale then requested three connections (one for each building). According to building permits, the property was connected to the city sewer in April 1970 and the corresponding septic system was abandoned. There was not indication of the location of the former septic systems in documentation reviewed by PEl.

Septic systems are generally not considered a significant environmental threat to the environment; however, it appears the Palace Cleaners tenant at 3423 Foothill Boulevard, may have initially been connected to a septic system from its initial operation in approximately June 1968 until connection to the sewer in April 1970. The potential for release of dry cleaning solvent (PCE) to the septic system and on-site leach field is a potential recognized environmental condition. A subsurface investigation is recommended to evaluate the potential for environmental impact to the subsurface soils at the subject property from these former operations.

D. STRUCTURE CONSTRUCTION
The subject property is developed with two single-story buildings totaling approximately 10,900 and] ,200 square feel each. These structures consisted of wood-framed exterior walls covered with stucco, set on poured concrete slabs. The flat roofs were apparently constructed of wooden trusses and decking, and likely covered with asphalt composition materials.

Interior areas were primarily finished with painted drywall, suspended acoustic ceilings and vinyl floor coverings, as well as carpeting. Standard commercial windows were built into the front exposures of the structures. Electric, forced-air units provided heating and air conditioning.

E. BUSINESS OPERATIONS DESCRIPTION
According to the Glendale Planning Department, the subject property was zoned for Commercial Service uses (zone C-3), which includes primarily retail and service businesses.

At the time of the site visit, the subject property was occupied by various retail and service businesses. One tenant (Palace Cleaners at 3423 Foothill Blvd) handles hazardous materials and/or generates hazardous wastes above de minimus quantities. PEl's research indicates no military bases, industrial facilities, or major manufacturing operations have occupied the subject property.

Phase I Environmental Site Assessmcnt Pinnacle Environmental, In~. 3421-34.17 W. Foothill Boulcvard; Glendale, CA Page 41 5023 of 5188 The subject has been occupied by a dry cleaner, Palace Cleaners at 3423 Foothill Boulevard, conducting dry cleaning operations on-site since approximately June of 1968. It appears that the subject propcI1y may have been initially connected to an on-site septic system until being connected to the city municipal sewer in April 1970. This presents an increased potential for impact of subsurface soils from dry cleaning solvents. The subject property is also listed in regulatory databases a Well Investigation Program (WIP) database and the Spills, Leaks, Investigations, and Cleanup (SUC) Cost Recovery Listing database and is located upgradient to the San fernando Valley Area 3 Superfund site. While there arc not reported releases on the subject property, the listing of the subject property on these databases provides an opportunity for increased future regulatory scrutiny due to the presence of the on-site dry cleaner for the past 40 years. Dry cleaners present an increased risk of environmental impairment due to possible improper hazardous material and/or waste handling and disposal practices, particularly prior to passage of the Resource Conservation and Recovery Act in 1976 and its implementation several years later. Although the current tenant appears to be handling and disposing of the dl)' cleaning chemicals in a proper manner, it is unknown how such activities were handled in the past under different owners. However, due to the nature of the chemicals used in the drycleaning industry and unknown historical materials handling practices, identification of this historic drycleaning business represents a Recognized Environmental Condition as defined by the ASTM E-1527 standard. Therefore, PEl recommends a subsurface investigation in an effort to evaluate whether the subject property has been impacted by dry cleaning solvents.

Phase r Environmental Site ;\SSt',ssrncnt Pinnacle Environmental, Inc. 3421-3437 W. FOOlhlllIJoukvard: Glendale, CA Page 42 5024 of 5188 SECTION VII.

HAZARDOUS MATERIAL/WASTE OBSERVATIONS

A. HAZARDOUS MATERIALS HANDLING AND STORAGE
During the on-site visit, the following hazardous materials (and approximate quantities) were observed in the Palace Cleaners space (3423 Foothill Boulevard) at the subject property:

Perchloroethylene (PCE - approximately 50 gallons stored within the dry cleaning machine and a 5-gallon container stored on the floor), and various spot cleaners (several small containers). A metal secondary containment pan was noted around the perimeter of the dry cleaning machine. According to Mr. Kim, owner of Palace Cleaners, Material Safety Data Sheet (MSDS) and Hazardous Material Business Plan (HMBP) information were available for the materials used on-site.

Mr. Kim also maintains PCE waste disposal manifests, weekly visual inspection logs, workertraining records, and applicable regulatory permits readily available in folders ncar the drycleaning machine. Mr. Kim stated that the dry cleaning machine is a closed loop unit with secondary containment, and no external PCE storage is necessary (although this docs not explain the 5-gallon container of PCE observed). Mr. Kim indicated that an older dry cleaning unit (also reportedly closed loop) was replaced by the current unit in approximately 2004 and neither unit discharged PCE directly to the sewer system. Mr. Kim stated that no significant spillage of peE has occurred within the tenant space since his tenancy began in 1999.

One floor drain was observed within the tenant space, approximately 15 feet east of the drycleaning unit. The drain was utilized for excess water discharge from a hot-water heater and boiler, and 110 significant staining was observed within or around this drain. The floor surface in the vicinity of the dry-cleaning unit was unsealed concrete partially covered with older vinyl tile, and the hold-down bolts (which had been cut off level with the floor) from the former dry cleaning unit were observed adjoining the new machine. No significant staining or floor cracks were observed in the vicinity of the machine. The tenant space, including the area around the dry-cleaning unit, and the secondary containment for labeled and covered 30 and 55-gallon waste PCE filter and sludge drums, were generally in adequate condition.

Small quantities of typical cleaners and other maintenance materials were also likely stored in some of the remaining areas of the subject property. No significant staining or spillage was observed in any of the hazardous material storage areas inspected. With the exception of the above-mentioned materials, no other hazardous materials handling, storage, or disposal were observed on the subject property during the site visit.

B. WASTESTREAM GENERAnON, STORAGE AND DISPOSAL
Waste peE sludge and filters are stored in a 30- and 55-gallon steel drum, respectively.

These drums are stored on top of secondary containment. According to Mr. Kim. Safety Kleen, Inc., formerly removed the PCE sludge on an approximate quarterly basis. He indicated that he just reccntly changed to a new disposal company, Veolia Environmental Phase I Envirnnmenlal Site Assessment Pinnacle Environmental, Inr 3421-3437 W. foothill Boulevard; Glendale, CA 5025 of 5188 Page 43 Services as of January of 2008. Mr. Kim allowed the PEl Assessor to review several disposal manifests, which also indicated the used PCE is removed under USEPA generator J.D. fiCAD9823554G3. No significant spillage was observed ncar the PCE sludge containers or the dry cleaning plant. Palace Cleaners is listed on the RCRlS database (see the Records Review Section above) as a small-quantity generator of lIsed PCE and PCE sludge. The subject tenant was not listed as out of compliance with environmental regulations on the RCRIS database. In addition, copies of regulatory file information concerning Palace Cleaners are included in the appendix.

No evidence of improper hazardous waste disposal was observed on the subject property.

During the inspection, no stained or discolored sinks, drains, catch basins, drip pads, or sumps \vere observed. Additionally, there were no observed spills around surface drains, pipes, gutters, spouts, or tubes.

C. SOLID WASTE DISPOSAL
During the site visit, several municipal waste dumpsters were observed at the subject property. At the time of the inspection, the dumpsters did not appear to be utilized for improper hazardous waste disposal. Significant spills or staining were not observed on the ground surface areas around the dumpsters.

D. ABOVEGROUND STORAGE TANKS (ASTs)
With the exception of the PCE sludge containers and the dry-cleaning unit within the Palace Cleaners space, no ASTs were observed at the subject property. As discussed in the Hazardous Materials/Waste Sections above, no significant spillage or staining was observed in the vicinity of the ASTs obscrved in the tenant space.

E. UNDERGROUND STORAGE TANKS (USTs)
As discussed in the Section V (Agency Records Review) of this report, no USTs were reported at the subject property. ]n addition, no visual or physical evidence of current or past USTs was discovered during the site visit in the readily visible areas of the property. In particular, PEl searched for: fill pipes, vent pipes, manways, manholes, access covers, concrete pads not homogeneous with surrounding surfaces, concrete built-up areas potentially indicating pump islands, abandoned pumping equipment, or fuel pumps.

PhrL'\e. I Environmental Site Assessment Pinnacle EnVIronmental. Inc 342 i·3437 \\' Foothill Boulevard; Glendai<', CA 5026 of 5188 Page 44 SECTION VIII.

OTHER POTENTIAL lSSUES OF CONCERN

A. PCB-CONTAINING EXTERIOR ELECTRICAL TRANSFORMERS
Several pole-mounted electrical transformers were observed at the western border of the subject property. These transformers appeared to be in good condition, showing no signs of damage or past leakage, and they appeared to be owned by the local utility. Based upon the date of construction of the subject property development and the apparent age of the transformers (pre-I 977), it is possible the transformers contain poly-chlorinated biphenyls (PCBs). However, regardless of their PCB content, the maintenance, repair, or replacement of the transformers is the responsibility of the local utility, and therefore, no further investigation regarding the on-site transformers is recommended.

In addition, a masonry walled structure containing electrical equipment was noted between the Trader Joe's Market (3433) and Pizza Hut (3437) buildings. A sign on the fence gate indicated "Danger High Voltage - Admittance to Qualified Persons Only - City of Glendale Public Service Department". This structure may have been related to surface and subterranean structures noted on the northern adjoining property which were similarly labeled as being O\vned by the City of Glendale Public Service Department. Based upon the date of construction of the subject property development and the apparent age of the transformers (pre-19Tl), it is possible the electrical equipment contain poly-chlorinated biphenyls (PCBs).

However, regardless of their PCB content, the maintenance, repair, or replacement of the transformers is the responsibility of the local utility (City of Glendale), and therefore, no further invcstigation regarding the on-site transformers is recommended.

B. OTHER PCB-CONTAINING INTERlOR OR EXTERlOR EQUIPMENT
Based upon the age of the subject development (pre-l 977), it is possible that potential ballasts inside 1luorescent light fixtures contain PCBs. If these ballasts are found to be leaking, require replacement, or are subject to disposal, it would be prudent to identify their chemical content. Additionally, during the on-site inspection, no evidence was observed of any other equipment likely containing PCB-contaminated fluid (e.g., interior electric transformers, hydraulic elevators, hydraulic hoists/lifts, hydraulic loading dock ramps, other fluid containing equipment, etc.).

C. SUSPECT ASBESTOS-CONTAINING MATERIALS (ACMs)
Based on the elate of construction of the subject structure(s) (circa 1967) and the apparent age or the construction materials (pre-1985), it is possible asbestos-containing materials (ACMs) were used in construction or the subject structure(s) andior added later. An asbestos survey completed by Environmental Monitoring Group (EMG) in April 2008, identifIed some or all of the vinyl 1looring and mastic, stucco, and plaster material at the subject buildings as Phase I Envlfonmenlal Site Assessment Pinnal'll' Environmental. Inc 3421-3437 W. Foothill BoulenlfJ, Glendale. CA 5027 of 5188 Page 45 containing asbestos. Refer to EMG's report in the appendix for specific findings and related recommendations. PEl generally concurs with EMG's recommendations.

During PEl's on-site observations suspect ACMs were identified, including, but not necessarily limited to: acoustic ceiling tiles, interior drywaWioint compound and texture systems, vinyl flooring and mastic, tile grout, exterior stucco, mortar, and roofing materials.

All observed materials appeared to be adequately maintained. Suspect ACM testing was not included in PEl's scope of work. However, as defined in NESHAPs Section 61.141, the observed materials may be classified as suspect regulated ACMs. Prior to any demolition, renovation, or any other activity that may disturb these materials, either an inspection should be performed by an accredited Building Inspector, or the affected materials should be handled as asbestos-containing. An approved Operations and Maintenance (0&1\1) Program is requircd to maintain the known ACMs and any untested materials in-place.

D. LEAD-BASED PANT (LBP)
PEl's scope of work did not include a lead-based paint (LBP) inspection, surveyor assessment. However, based upon the age of the subject building(s) (circa 1967), it is possible that lead-based paint (LSI') was used. Damaged, chipping, flaking, or peeling paint was not observed. In 1978, the federal government limited the use of LSI', particularly in residential applications. Although usage was allowed to continue in many commercial settings, use in general industry has decreased from that period of time to the present.

LSP presents a hazard primarily when lead dust or fumes are created. Renovation or repair activities and normal wear and tear are the primary causes of LBP dust and fume creation.

Effective in 1993, the Occupational Safety and Health Administration (OSHA) Lead in Construction Standard (29 CFR 1926.62), applies to sources or potential sources of lead exposure present in an "employment-related" context. The trigger for application of the standard is an activity that by its very nature may cause exposure to lead (i.e., sanding, scraping, demolition, etc.). Such work must also be performed by certified personnel that have received Lead In Construction training. Should future renovation, repair, or demolition disturb any suspect paint (all untested pain!), a LBP inspection and/or risk assessment should be conducted by a state or EPA certified LBP inspector/assessor to idcntify areas of potential worker exposure. Additionally, if in California, CCR Title 17 states that "lead hazards" (e.g. deteriorated LBP, lead-containing dust, disturbance of LBP without proper controls, etc.) are not allowed in any public (non-residential or industrial) building. Please consult with an appropriatc certified lead professional for further details regarding the above issues and their specific application to the subject property.

E. LEAD IN DRINKING WATER
Federal regulations limit lead in publicly supplied water to no more than 15 parts per billion (ppb), hcm:c:er, the mo~t common source of lead in tapwater is from interior plumbing systems (plpmg, connections, faucets, etc.). Children are the most susceptible to possible health effects from consuming lead-tainted drinking water. Based upon the age of the subject Phase I Envlronmenial Sue Assessment
Ptnnacle Environmental. Inc. },21-]'137 W F()CllhlllllClulevard. Glendale, CA 5028 of 5188 Page -16 development and on construction standards prior to 1987 (40 CFR 141.11), it is possible the interior plumbing systems contain lead. The presence or absence of elevated lead concentrations in thc water can only be confirmed through laboratory testing, and such analysis is beyond the scope of this Assessment.

F. AIR QUALITY
Unusual smells, noxious odors, or visual emissions were not observed during the inspection of the subject propcrty. Howcvcr, thcse observations arc general in nature and should not bc construed as an air quality assessmcnt.

G. RADON
According to the USEPA, the general area of the site has a predicted average indoor screening levcl of less than the EPA guideline action level of 4.0 picoCuries per liter of air (EPA Radon Zonc Level of 2, 3 or 4). Therefore, based upon the repoltcd subsurface characteristics of the area, the subject property exhibits a low to moderate potential for high-level radon exposure.

H. RAILROAD RIGHTS-OI<'-WAY
There are several potential environmental risks associated with railroad rights-of-way, including the usage of herbicides, pesticides, petroleum materials and related heavy metals (e.g. arsenic) to maintain the tracks, as well as the potential spillage of hazardous materials from railcars. During the site visit, railroad rights-of-way, spurs, or related features were not observed on or immediately adjoining the subject property.

Phase I EnvirOlmlcntal Slle Assessment
Pinnacle Environmental, Inc. 3421-3437 W foothill rlcllriCYard; Glcndale. CA 5029 of 5188 Page 47 SECTION IX.

ADJOINING PROPERTY OBSERVATIONS

Information from EDR indicates the nearest LUST site, Texaco Station at 3411 W. Foothill Blvd., is located immediately adjoining southeast of the subject property. According to database information, a gasoline release was discovered at this site in December of 2005, the release is undefined, and the case status is "leak being confirmed." This site has not been tested for methyl tertiary-butyl ether (MTBE). PEI reviewed a report on this site prepared by SA1C for Chevron that was submitted to the LARWQCB on May 15,2007. According to the report, four fuel USTs were removed in 1985, and a 550-gallon waste oil UST was removed in 2004. Other than sampling of soil beneath the fonner waste oil UST (which indicated low to moderate-level petroleum hydrocarbon impact), no records of soil or groundwater sampling were readily available for this property. This site is apparently under investigation by the LARWQCB for potential contribution to area groundwater impacts, and it is possible additional investigation of the adjoining site will be requested by the LARWQCB. Given the proximity of this site, this is considered a potential REC. Although located immediately adjoining, based on the apparent down-gradient location of this site, it appears unlikely to have significantly environmentally impaired the subject property. However, if greater certainty is desired, a subsurface investigation could be performed on the subject property nearest the former gas station to confirm or deny this supposition.

As discussed below, based upon limited observations of the remaining adjoining properties from publicly accessible locations, as well as a review of federal, state, and local environmental databases, nonc of the adjoining properties appeared to have significantly environmentally impacted the subject propelty at this time.

A. ADJOINING PROPERTIES MATERIALS STORAGE
Visual observations of the portions of the adjoining properties visible from the subject property or public roadways did not indicate the exterior storage of hazardous materials or wastes. No indications of spillage or staining were observed in the observable exterior areas of these sites. Additionally, no obvious indications of improper hazardous material storage or unusual or suspicious materials handling or storage practices were observed.

B. ADJOINING PROPERTIES WASTESTREAM DISPOSAL
No unusual or suspicious wastestream disposal activities were observed on the portions of the adjoining properties visible from the su~ject property or public roadways. l'hase I Environmeillal Site Assessme;ll Pinnacle Environmelllal, Inc. 3421-3437 W. Foothill Boulevard; Glendale, CA 5030 of 5188 Page 48 SECTION X.

STATEMENT OF THE ENVIRONMENTAL PROFESSIONALS

This Assessment has been performcd for the exclusive use and benefit of the addressee(s) identified on the cover of this report, or agents directly specified by it (them), for the transaction at issue concerning thc subject propc11y described in this report. This Assessment shall 1I0t be used or rei ied upon by others without the prior written consent of Pinnacle Environmental, Inc. and of the addressee(s) named on the cover of this report.

STATEMENT OF QlJALITY ASSURANCE
r declare that, to the best of my professional knowledge and belief, 1 meet the definition of an Environmental Professional as defined in § 312.10 of 40 CFR 312 and 12.13.2. J havc the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. I have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. The conclusions contained within this Assessment are bascd upon site conditions r readily observed and were reasonably ascertainable and present at the time of the site visit.

The findings and conclusions represent my best professional opinion and judgment. In addition, the conclusions and recommendations stated in this report are based upon personal observations made by PET and upon information provided by others. I have no reason to suspcct or believe that the information provided is inaccurate.

Signature of Registered Environmental Assessor - Peter K. Cloven, CElv!, REA #07347:
~~~ Signature/Environmental Assessor Expies: 6/2008
STATEMENT OF QUALITY CONTROL IS'P'1 ~,'t ,.~ O~
OF CA\..\f
The objective of this Phase I ESA was to ascertain the potential presence or abscnce of RECs that could impact the subject property, as delineated in the scope of services and limitations idcntified in this rep0!1 and in the servicc agreement. Thc procedure was to perform reasonable steps in accordance with the existing regulations, currently available technology, and generally acccpted environmental consulting practices, in order to accomplish the stated objective.

Signature of Environmental Reviewer - David W Capp, CHMM, REA #05148:

I~~nn '- ---- __ _ ~.--'-___ for OWC
Signature! . nvironmenlal Reviewer
Phase J Environmel1lal Site Assessment
Pillrlarlc Fn\'irorunl'ntal, Inc 3421·3437 W coothill I3oulevard, Glendale, CA 5031 of 5188 Page 49 PINNACLE ENVIRONMENTAL, INC.

QUALIFICATIONS OF

PERSONNEL INVOLVED IN THIS ASSESSMENT

PETE.'R K. CLOVEN, REA #07347, NEVADA C.E.M. #1313
Mr. Clovrn earned a B.A. degree in Biochemistry from the University of California, Berkcley (1986). I-Jc has more than 20 years of experience within the environmental consulting industry including project sales, and staffi'personnel management. His project experience includes over 1,000 Phase I assessments, turn-key managemellL of underground storage tank projects, dozens of Phase II site characterization projects (including soil gas surveys, Geoprobe® sampling of soil and groundwater, hollow stem auger sampling and monitoring well installation), Risk Based Corrective Action (RBCA) risk assessment, remediation, design implementation, operation and maintenance, and site closure. Mr. Cloven's clients have included the US Air Force. US Army Corp or Engineers, Nevada Department of Transportation, Sacramento Regional Transit District, insurance companies, lending institutions, developers and attorneys. Mr. Cloven has also performed environmental audits and prepared stonnwater and air quality permits for industrial facilities.

Mr. Cloven specializes in client relations, client services, and client technical consulting. Mr. Cloven is a Registered Environmental Assessor in the state of California, Certified Environmental Manager in the state of Nevada, and has ASTM certification ill RBCA assessment and USEPA 40-hour HAZWOPER training.

DAVID W. COPP, CHMM, REA #05148
Mr. Copp earned a B.A. degree in Environmental Science from California State Universitv San Bernardino (1987) and a Certificate in Hazardous Materials Management from the University of California, Riverside 1992). l\~r. Copp lias ove~ 20 years of experience within the environmental consulting industry. Mr. Copp IS responsIble for perfonnlllg project work (Phase I and II Environmental Assessments [Phase I ESA's], Prore11y Condition Assessments, etc.), as well as business developmcnt and customer service roles. Mr.

Copp has .extensive expcrience in performing ESAs (pcrsonally over 2,000 projects in 23 states), Phase II InveslIgahons, and Asbestos and Lead Surveys. Mr. Copp's multi-disciplinary skills in environmental c~l1s~lting have been instrumental in the complction of Phase I ESAs and many other projects on time and ~Ithlll budget. Mr. Copp holds certifications as a Registered Environmental Assessor, AHERA asbestos Illspector, Cal-DH~ lead-based paint i~spector/assessor, and USEPA 40-hour HAZWOPER. Mr. Copp comanages the en;tronmental operalLons of PINNACLE including scheduling, client services and developmcnt, QA/OC, field work, and the development of ESA prolocols and report formats. lvlr. Copp has also been a member of the ASTM committees 011 ESAs and PCAs. 5032 of 5188
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Odic Environmental
Environmental Consulting and Real Estate Due Diligence
3255 Wilshire Blvd. Suite 1508, Los Angeles, CA 90010
888.ODICENV, Fax 213-380-0505
Attached please find our Environmental Site Assessment Report, ("the Report") for the above-mentioned Subject Property. This report has been prepared by ODIC for the Client under the professional supervision of the principal and/or senior staff whose seal(s) and signatures appear hereon. Neither ODIC, nor any staff member assigned to this investigation has any interest or contemplated interest, financial or otherwise, in the subject or surrounding properties, or in any entity which owns, leases, or occupies the subject or surrounding properties or which may be responsible for environmental issues identified during the course of this investigation, and has no personal bias with respect to the parties involved. The purpose of this Report is to assist Client, in its underwriting of a proposed mortgage loan on the Subject Property described herein.

The assessment was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession, and in accordance with generally accepted practices of other consultants currently practicing in the same locality under similar conditions. No other representation, expressed or implied, and no warranty or guarantee is included or intended. The Report speaks only as of its date, in the absence of a specific written update of the Report, signed and delivered by ODIC.

There are no intended or unintended third party beneficiaries to this Report, unless specifically named. ODIC is an independent contractor, not an employee of either the issuer or the borrower, and its compensation was not based on the findings or recommendations made in the Report or on the closing of any business transaction.

Thank you for the opportunity to prepare this Report, and assist you with this project. Please call us if you have any questions or if we may be of further assistance.

Respectfully Submitted,
John Winkler
REA, R.G.
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TABLE OF CONTENTS

1.0 LIMITATIONS .......................................................................................................................................... 2

2.0 INTRODUCTION ....................................................................................................................................... 4

2.1 Project Information ......................................................................................................................... 4

2.2 Objective ......................................................................................................................................... 4

2.3 Scope of Work ................................................................................................................................ 4

3.0 SUBJECT PROPERTY CHARACTERISTICS .............................................................................................. 6

3.1 Site Description .............................................................................................................................. 6

4.0 FIELD INVESTIGATION ........................................................................................................................... 8

4.1 Field Investigation .......................................................................................................................... 8

4.2 Laboratory Analysis ..................................................................................................................... 10

5.0 FINDINGS AND RESULTS ....................................................................................................................... 11

5.1 Subsurface Conditions .................................................................................................................. 11

5.2 Analytical Results of Soil Sam.ples.............................................................................................. 11

6.0 RECOMMENDATIONS AND OPINIONS .................................................................................................. 12

7.0 REFERENCES ........................................................................................................................................ 13

ATTACHMENTS

FIGURES
FIGURE 1 – SITE LOCATION MAP
FIGURE 2 – SITE MAP

APPENDICES
APPENDIX A – PREVIOUS SITE DATA
APPENDIX B – SITE PHOTOGRAPHS
APPENDIX C – GEOPHYSICAL SURVEY
APPENDIX D – SOIL BORING LOGS
APPENDIX E – SOIL SAMPLE LABORATORY REPORT
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1.0 LIMITATIONS
The opinion expressed herein is based on the information collected during our study, our present understanding of the site conditions and our professional judgment in light of such information at the time of preparation of this report. No warranty is either expressed, implied or made as to the conclusions, advice and recommendations offered in this report.

Our investigation was performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable Engineers and Geologists practicing in this or similar localities. The samples taken and used for testing and the observations made are believed representative of the study area; however, soil and/or groundwater samples can vary significantly between borings, test pits, and/or test sample locations.

The interpretations and conclusions contained in this report are based on the results of laboratory tests and analysis intended to detect the presence and concentration of certain chemical constituents in samples taken from the subject property. Such testing and analysis have been conducted by an independent laboratory which is certified by the State of California to conduct such test analyses and which used methodologies mandated by the Environmental Protection Agency or the State Department of Health Services in the performance of such test and analyses. The consultant has no involvement in, or control over, such testing and analysis, and has no non-laboratory means of confirming the accuracy of such laboratory results. The consultant, therefore, disclaims any responsibility for any inaccuracy in such laboratory results.

The findings, conclusions and recommendations in this report are considered valid as of the present date. However, changes in the conditions of the property can occur with the passage of time, due to natural process or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur.

Accordingly, portions of this report may be invalidated wholly or partially by the changes beyond our control.

INDEPENDANT CONTRACTOR STATUS
In performing Services under the scope of work contained in this Report and agreed Contract/Agreement, Odic Environmental shall operate as, and have the status of, an independent contractor.

PROFESSIONAL RESPONSIBILITY
ODIC ENVIRONMENTAL shall perform the Services consistent with that level of care and skill ordinarily exercised by other professional consultants under similar circumstances at the time the Services are performed.

Client hereby acknowledges that whenever a Project involves hazardous or toxic materials there are certain inherent risk factors involved (such as limitations on laboratory analytical methods, variations in subsurface conditions, economic loss to Client or property owner, a potential obligation for disclosure to regulatory agencies, a potential for a decrease in market value of real property, and the like) that may adversely affect the results of the Project, even though the Services are performed with such skill and care. No other representation, warranty, or guarantee, express or implied, is included or intended by the scope of work contained in this Report and agreed Contract/Agreement.

LIMITATION OF LIABILITY
Client agrees that the liability of ODIC ENVIRONMENTAL and all officers, employees, agents, and subcontractors of ODIC ENVIRONMENTAL (the “ODIC ENVIRONMENTAL Parties”) to Client for all claims, suits, arbitration, or other proceedings arising from the performance of the Services under the scope of work contained in this Report and agreed Contract/Agreement, including, but not limited to, ODIC ENVIRONMENTAL’s professional negligence, errors and omissions, or other professional acts, shall be limited to ODIC’s professional liability insurance coverage amount. ODIC ENVIRONMENTAL Parties are not liable for any indirect, incidental or consequential damages, lost profits, lost revenue, or loss of property value based on the Services provided as part of the scope of work contained in this Report and agreed Contract/Agreement. 5050 of 5188
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HAZARDOUS OR UNSAFE CONDITIONS
Client has fully informed ODIC ENVIRONMENTAL of the type, quantity, and location of any hazardous, toxic, or dangerous materials or unsafe or unhealthy conditions that may affect the Project which Client knows to exist. If Client hereafter becomes aware of any such information, Client shall immediately inform ODIC ENVIRONMENTAL. The discovery of unanticipated hazardous, toxic, or dangerous materials or unsafe or unhealthy conditions constitutes a Changed Condition that may justify a revision to Services and/or Fees. If ODIC ENVIRONMENTAL takes emergency measures to protect the health and safety of ODIC ENVIRONMENTAL Parties and/or the public or to prevent undue harm to the environment, the Fee shall be appropriately adjusted to compensate ODIC ENVIRONMENTAL for the cost of such emergency measures.

RIGHT OF ENTRY
Client agrees to grant or arrange permission for right of entry from time to time by ODIC ENVIRONMENTAL Parties upon all real property included in the Project Site(s) where the Services are to be performed, whether or not the Project Site(s) is owned by Client. Client recognizes that the use of investigative equipment and practice may unavoidable alter conditions or affect the environment at the existing Project Site(s). ODIC ENVIRONMENTAL will operate with reasonable care to minimize damage to the Project Site(s). The cost of repairing such damage will be borne by Client, and is not included in the Fee unless otherwise stated.

UNDERGROUND UTILITIES
Client shall correctly designate on plans to be furnished to ODIC ENVIRONMENTAL, the location of all subsurface structures, such as pipes, tanks, cables, and utilities within the property lines of the Project Site(s) and shall be responsible for any damage inadvertently cause by ODIC ENVIRONMENTAL to any such structure or utility not so designated.

REPORTING AND DISPOSAL REQUIREMENTS
Nothing contained in this Report shall be construed or interpreted as requiring ODIC ENVIRONMENTAL to assume the status of an owner, operator, generator, person who arranges for disposal, transportation, storage, treatment, or a disposal facility as those terms appear within any federal or state statute governing the treatment, storage, and disposal of hazardous substances or wastes. Client shall be solely responsible for notifying all appropriate federal, state, municipal, or other governmental agencies of the existence of any hazardous, toxic, or dangerous materials located on or in the Project Site(s), or discovered during the performance of the scope of work contained in this Report and agreed Contract/Agreement. Client agrees that ODIC ENVIRONMENTAL is not responsible for disclosures, notifications, or reports that may be required to be made to third parties. Client shall be responsible for making and paying for all necessary arrangements to lawfully store, treat, recycle, dispose of, or otherwise handle hazardous or toxic substances or wastes, including but no limited to, samples and cuttings, to be handled in connection with the Project.

SAMPLES AND CUTTINGS
ODIC ENVIRONMENTAL shall not be obligated to preserve samples such as oil, rock, water, building materials, fluids and other samples obtained from the Project Site(s) for a longer period of time than a laboratory will store the samples for no additional fee. If sample storage is requested by Client beyond standard laboratory time, Client will be responsible for any storage fee for those samples.

HEALTH AND SAFETY
ODIC ENVIRONMENTAL shall not be responsible for the health and safety of any persons other than ODIC ENVIRONMENTAL Parties, nor shall it have any responsibility for the operations, procedures, or practices of persons or entities other than ODIC ENVIRONMENTAL Parties. 5051 of 5188
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2.0 INTRODUCTION

2.1 PROJECT INFORMATION
Project Information
ITEM
Odic Environmental
Project Number 6355466-ESA II
Subject Property Address 3411 Foothill Boulevard, Glendale, California Drilling & Sampling Date November 14 & 15, 2013
ODIC’s Field Technician Danny Lightle, Environmental Consultant QA/QC Reviewer John Winkler, California Professional Geologist Property Location
The site is located on the northwest corner of the intersection of Foothill Boulevard and New York Avenue, in the City of Glendale, California.

Figure 1 illustrates the Site Location Map.

2.2 OBJECTIVE
The subject property consists of a commercial parcel of land developed with a single-story building. A steel canopy structure is to the south of the subject building. The property is occupied by an automobile repair and sales company.

A previous site reconnaissance and review of records identified that the property operated as a gas station from 1963 to approximately 1985. Closure documents were available regarding a 500-gallon waste oil underground storage tank (UST). Four 6,000-gallon gasoline USTs were reportedly removed from the subject property in 1987 with no fuel hydrocarbons, benzene, toluene, or xylene detected in soil samples collected. Closure was obtained from the City of Glendale; however, testing for MTBE and fuel oxygenates was not done and no sampling was reported for the former fuel dispensers.

The subject property has been an automotive repair shop since 1960s. No records of subsurface investigation or soil tests near the underground clarifier (or oil/water separator) or in-ground hydraulic hoists were found from reasonably ascertainable sources.

The objective of this investigation was to assess soil conditions at the former waste oil tank, and determine the absence or presence of contamination with petroleum hydrocarbons and fuel constituents (including MTBE) from former fueling system (particularly fuel dispensers and piping) that existed until 1987. Additionally, this investigation included testing of soil near the clarifier and in-ground hoists for petroleum hydrocarbons, VOCs, heavy metals and PCBs.

2.3 SCOPE OF WORK
To accomplish this objective, ODIC performed the following tasks:

Pre-Field Activities:

Performed Site Visit to verify existing conditions and pre-mark boring locations and notified Underground Service Alert (USA) of the intent to excavate or drill, and used standard care to avoid potential damage to subsurface utilities. A Site-specific Health and Safety Plan (Level D Health & Safety according to OSHA CFR 1910.120, Boring Plan and Work-Schedule were prepared. Notified the owner and tenants of the proposed work schedule; 5052 of 5188
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Field Investigation:
 Conducted a geophysical survey to clear proposed boring location of potential subsurface utilities and piping, and screen the site for excavation backfill areas and for possible unknown USTs.  Advanced nine (9) soil borings to a maximum achievable drilling depth of 30 feet in the areas of concern.  Collected soil samples for soil description and submitted selected samples for laboratory analysis of contaminants of concern.

Data Evaluation and Reporting:

Evaluated the current and historical data, prepared maps, and summarized field and laboratory data. Prepared a report to document the methods used and present the results of our investigation. Based on the results, presented our conclusions and provided recommendations.
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3.0 SUBJECT PROPERTY CHARACTERISTICS

3.1 SITE DESCRIPTION

3.1.1 Site Description
The subject property is addressed 3411 Foothill Boulevard, Glendale, California. It consists of a 22,647-square-foot irregular-shaped parcel of land, and is currently improved with a single-story 1,647-square-foot rectangular-shaped commercial building. A steel canopy structure is to the south of the subject building. The remainder of the property consists of an asphalt-paved yard/parking area. The property is occupied by an automobile repair and sales company. Access to the property is achieved from the south via Foothill Boulevard and from the east via New York Avenue. A site plan is included in Figure 2.

3.1.2 Historic Site Use
ODIC conducted a Phase I Environmental Site Assessment on the subject property dated October 10, 2013.

The subject building was constructed in 1963 and was originally occupied by a gas station which operated until at least 1985. A city of Glendale building record indicated that a clarifier was installed at the subject property sometime before 1964; this is indicative that the subject building operated as an auto repair facility in conjunction with gas station operations. The property has been used as auto repair and sales since approximately 1985.

Four (4) areas of concern (AOCs) have been identified at the Site as follows:

AOC #1: In-ground hydraulic lifts;
AOC #2: Three (3) Stage Clarifier;
AOC #3: Four (4) former 6,000 gallon gasoline USTs/and related fuel dispensers AOC #4: Former 500-gallon waste oil tank
The Property has been occupied by an automotive repair shop since 1960s. No records of subsurface investigation or soil tests near the underground clarifier (or oil/water separator) or in-ground hydraulic hoists were found from reasonably ascertainable sources (Odic Environmental Phase I ESA, October 2013).

Four 6,000-gallon gasoline underground storage tanks (USTs) were reportedly removed from the subject property in 1987 with no fuel hydrocarbons, benzene, toluene, or xylene detected in soil samples collected. Closure was obtained from the City of Glendale; however, testing for MTBE and fuel oxygenates was not done (it was not commonly tested for in the 1980’s). No sampling was reported for the former fuel dispensers.

On June 21, 2004, a 500 gallon waste oil UST was removed from the subject property; one soil sample was taken from below the tank invert (7.5’ bgs) and one sample from the excavated soil pile. Laboratory data shows that the tank bottom samples contain non-detectable or acceptable levels of BTEX, MTBE and total lead in the subsurface soil. However, elevated TRPH (oil) concentrations (up to 10,200ppm) were detected in the collected soil samples.

Because the excavated soil pile showed presence of TRPH in soil, the excavated soil pile was reportedly loaded into a truck and disposed of under non-hazardous manifest.

On September 24, 2009, six vent pipes in association with the former fuel and waste oil USTs were removed from the subject property. Six soil samples at a depth of approximately 2 feet beneath the bottom of the pipes were collected. All samples were analyzed for total petroleum hydrocarbons of carbon range C4-C40 using EPA Method 8015M and for VOCs using EPA Method 8260B. None of the samples collected and analyzed during this investigation contained detectable concentrations of petroleum hydrocarbons, VOCs, or oxygenates.

Previous site data is included in Appendix A.
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3.1.3 Geology and Hydrogeology
The Property's physical location was researched employing a United States Geological Survey (USGS) 7.5 Minute Topographic Quadrangle (Quad) Map relevant to the Property. The Quad Map shows no physical features that may have environmentally impacted the Property. The Property and general area are identified as urban developed. No mines, wells, wetlands, or aboveground tanks were mapped in the general area of the Property. The elevation of the property is approximately 1,650 feet above mean sea level. There is a regional downslope to the south.

The site is located in the Verdugo Mountains, part of the San Gabriel Mountains complex within the Transverse Ranges Geomorphic Province of California. According to boring logs from the site, the soils consist of silt and sand with interbedded rock fragments to a depth of 30 feet. These sediments are underlain by undifferentiated metamorphic and granitic rocks at depth.

The site is located within the Verdugo Groundwater Basin. Depth to the groundwater at the nearest well, located approximately 3,000 feet to the south, was measured at approximately 78 feet bgs on November 27, 2007. The general direction of groundwater flow in the shallow aquifer beneath the site is expected to be southeasterly.

It is important to note that groundwater flow direction can be influenced locally and regionally by the presence of local wetland features, surface topography, recharge and discharge areas, horizontal and vertical inconsistencies in the types and location of subsurface soils, and proximity to water pumping wells. Depth and gradient of the water table can change seasonally in response to variation in precipitation and recharge, and over time, in response to urban development such as storm water controls, impervious surfaces, pumping wells, cleanup activities, dewatering, seawater intrusion barrier projects near the coast, and other factors. 5055 of 5188
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4.0 FIELD INVESTIGATION

4.1 FIELD INVESTIGATION

4.1.1 Geophysical Survey
On November 14, 2013, a geophysical survey was performed at the site. The survey was completed by Pacific Coast Locators, Los Angeles, California. The purpose of the survey was to identify subsurface utilities, excavation backfill areas, and screen the site for possible unknown USTs. A combination of electromagnetic induction (EM), magnetometry, and ground penetrating radar (GPR) were applied to the search. A utility locator with line tracing capabilities was also brought to the field and used where risers exist onto which a signal could be impressed and traced. Site photographs are included in Appendix B.

Other than detected backfill material in the former UST location, no significant anomalies were detected. Survey methods are described in detail in the Geophysical Survey Report presented in Appendix C.

4.1.2 Soil Boring Investigation
To accomplish the stated objectives, ODIC performed the following field investigation activities:

Odic advanced nine (9) soil borings at the areas of concern locations. Figure 2 illustrates the boring locations. The following describes the boring and sample locations:

Soil Borings (depth) Sample Intervals Area of Concern
SB1 (17’)-refusal at 17’
SB2 (14’)-refusal at 14’
4’, 8’, 12’, 16’
4’, 8’, 12’, 14’ Fuel Dispensers Area
SB3 (11’)-refusal at 11’
SB4 (14’)-refusal at 14’
8’, 12’
8’, 12’, 14’ Hydraulic Lift Area
SB5 (12’) 4’, 8’, 12’ Clarifier Area
SB6 (30’)
SB7 (30’)
5’, 10’, 15’,20’, 25’, 30’
10’, 20’, 30’ Former Used Oil UST Area
SB8 (3’)-abandoned
SB9 (30’)
For screening only
No sample
Former fuel UST Area and
delineate Used Oil UST
Note: Boring SB8 abandoned due to caving of UST backfill material  On November 14, 2013, Interphase Environmental, Inc., Los Angeles, California advanced five (5) borings using truck-mounted Geoprobe drilling rig at the site.
 On November 15, 2013, High Definition Drilling, Woodland Hills, California advanced four (4) borings using Hollow-Stem-Auger drilling rig at the site.
 All down-hole sampling equipment was cleaned before starting a soil boring with a non-phosphate detergent and water.
 Collected soil samples at 5-foot intervals in seven borings drilled to a maximum achievable depth of 30 feet. In addition, two borings were drilled for screening purposes only.  The soil borings were logged using the Unified Soils Classification System under the supervision of Odic Environmental’s California Professional Geologist (PG). All soil borings were screened in the field with a photoionization detector for the presence of volatile organic compounds. Readings are included on the soil boring logs (Appendix D).
 Submitted selected soil samples to State Certified American Scientific Laboratories, Los Angeles, California. Analyzed selected soil samples for chemicals of concern including total petroleum hydrocarbons (TPH) as gasoline, diesel and oil by EPA Method 8015B, VOCs including BTEX and Fuel Oxygenates by EPA 8260B, Title 22 CAM 17 heavy metals by EPA Me 5056 of 5188 thod 6010/7000 series, and PCBs 3411Foothill Boulevard, Glendale, CA 6355466ESAII
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by EPA Method 8082. All samples were submitted to a State of California Certified Laboratory using Chain of Custody Protocols.
 Each borehole was abandoned/filled with hydrated granular bentonite, and restored to pre-drilling condition via applying patching materials.

4.1.3 Methodology
Soil Boring and Sampling
On November 14, 2013, five (5) borings (SB1 through SB5) were advanced using truck-mounted Geoprobe drilling rigs by Interphase Environmental of Los Angeles, California. On November 15, 2013, four (4) borings (SB6 through SB9) were advanced using Hollow-Stem-Auger (HAS) drilling rig by High Definition Drilling, Woodland Hills, California. At each location, the concrete/asphalt surface cover was drilled or cored and the borings were advanced to the proposed target depth.

Soil samples were collected from five soil borings (SB1-SB5) with the Geoprobe Large Bore Sampler that measures 2 feet by 1.5 inches capable of recovering discrete samples that measures up to 320 mL in volume contained inside removable liners from specified locations. The liner is a thin-walled tube that fits inside the bore sample tube and facilitates retrieval of the sample and may be used for storage when applicable.

Soil samples were collected from three soil borings (SB6, SB7, SB9) via a truck mounted Hollow-Stem-Auger drilling rig equipped with 8-inch diameter auger. Soil samples were retrieved using a pre-cleaned 2-inch diameter modified California split-spoon sampler containing three 6-inch stainless steel sleeve liners. The sampler was advanced approximately 18-inches ahead of the auger into undisturbed soils at each interval. Two soil borings (SB8 and SB9) were advanced for screening only; only soil samples for descriptive purposes were collected.

No headspace is present in the liner tube once the sample is collected. Both ends of soil samples in tubes were then immediately covered with Teflon rounds, capped with polyethylene lids, and packed in ice chest (with ice for maintaining 4 Centigrade preservation temperature) to minimize potential volatilization prior to delivery to the laboratory.

The collected samples were labeled with the boring number, the sample number (the samples were numbered sequentially with increasing depth from the top for each boring), and the sampling depth. Care was taken throughout to avoid contamination of both the inside and outside of the sample container and its contents.

Soil samples were collected for descriptive purposes, and field screened via Photoionization Detector. The sample descriptions (soil characteristics, color, moisture, density) were recorded on the field log. Soil boring logs are included in Appendix D.

All collected soil samples were preserved in ice chest with ice to keep 4 Centigrade sample preservation temperature until shipment of samples within the same day of sample collection to a State Certified Hazardous Waste Laboratory, for analysis. U.S. Environmental Protection Agency approved chain-of-custody records was kept to track the possession of samples from the time they were taken in the field until the time they were analyzed. 5057 of 5188
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4.2 LABORATORY ANALYSIS
Boring
Number
Sampling Depth Areas of Concern Soil Sample Depth
for Analysis
Laboratory Analytical
Method
SB1
SB2
4’, 8’, 12’, 16’
4’, 8’, 12’, 14’
Suspected Area of Former
Fuel Dispenser
16’
14’
TPH-D/O via EPA Method 8015B;
TPH-G, BTEX/MTBE via EPA Method
8260B
SB3
SB4
8’, 12’
8’, 12’, 14’
Hydraulic Lift Area 12’
14’
TPH-D/O via EPA Method 8015B;
TPH-G via EPA Method 8260B
PCBs via EPA Method 8082
SB5 4’, 8’, 12’ Clarifier Area 12’ TPH- D/O via EPA Method 8015B; TPH-G, VOCs, Oxygenates via EPA Method
8260B;
Title 22 heavy metals via EPA Method
6010B/7471A
SB6
SB7
5’, 10’, 15’, 20’,
25’, 30’
10’, 20’, 30’
Suspected Area of Former
USTs
15’, 30’
20’, 30’
TPH-D/O via EPA Method 8015B;
TPH-G, VOCs, Oxygenates via EPA Method
8260B
Soil samples not selected for analyses were placed on hold All soil samples were submitted to a State of California Certified Laboratory using Chain of Custody Protocols.

Appendix D includes the soil sample analysis report. Results are discussed in Section 5.2. 5058 of 5188
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5.0 FINDINGS AND RESULTS

5.1 SUBSURFACE CONDITIONS
 Soil encountered at the site generally consisted of silty sand, sand, and sand with cobbles/rock fragments to a depth of 30 feet, the maximum drilling depth.
 No field indications of impact from VOCs (PID readings, discoloration, odor) were observed.  Groundwater was not encountered during drilling.

5.2 ANALYTICAL RESULTS OF SOIL SAM.PLES
 None of the samples collected from the areas of concern contained detectable BTEX, fuel oxygenates, VOCs or TPH as gasoline, diesel and oil.
 None of the samples collected from the hydraulic hoists contained detectable PCBs.  Metals concentrations of all samples collected and tested from areas of concerns were within expected background levels when compared to background levels of soil in Southern California (Bradford, Chang et al, 1996).

The laboratory report is included in Appendix E.
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6.0 RECOMMENDATIONS AND OPINIONS
Soil samples collected and analyzed at the areas of concern at the site did not contain detectable total petroleum compounds (TPH) as gasoline, diesel, oil, BTEX, fuel oxygenates, volatile organic compounds (VOCs), or PCBs.

Concentrations of metals were within expected background levels.

Based on the results of the subsurface investigation, Odic Environmental recommends no further action due to minimal risk of contamination at the Subject Property.
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7.0 REFERENCES
Reference sources for site-specific information, hydrogeologic setting, technical data, historical research data, environmental reports and other records used are identified throughout this Report in corresponding sections. Any additional reference sources not cited in the preceding sections in this report are disclosed in this section.  Bradford, Chang, et al., Background Concentrations of Trace and Major Elements in California Soils, 1996
 California Department of Water Resources, Bulletin 118, California’s Groundwater, 2003  Encorre Services, Inc., Underground Storage Tank Vent Pipe Removal, 3411 Foothill Boulevard, Glendale, CA, October 29, 2009
 HVN Environmental Service Co, Underground Tank Closure Results Letter, 3411 Foothill Boulevard, Glendale, CA, July 13, 2004
 Odic Environmental, Phase I Environmental Site Assessment, 3411 Foothill Boulevard, Glendale, CA, October 2013
 USGS 7.5 Minute Topographical Map
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FIGURES
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Odic Environmental
Environmental Consulting & Real Estate Due Diligence
3255 Wilshire Blvd., Suite 1508
Los Angeles, CA 90010
(213) 675.6716, Fax (213) 380-0505
FIGURE 1
Site Location Map
Scale: 1:24,000
N
S
W E
Site Address
3411 Foothill Blvd.

Glendale, CA
Source: USGS Topographic Map
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Environmental Consulting & Real Estate Due Diligence
3255 Wilshire Blvd., Suite 1510
Los Angeles, CA 90010
N
S
W E
Approximate Scale: 1" = 35'
Parking
Parking
Three-Stage Clarifier In-Ground Hydraulic Lifts
Approximate Former
fuel and waste oil USTs
Soil Boring, 11/15/2013
Soil Boring, 11/14/2013
Field Screening Boring
SB1-16'bgs
SB2-14'bgs
SB3-11'bgs
SB4-14'bgs
SB5-12'bgs
SB6-30'bgs
SB7-30'bgs
SB9-30'bgs SB8-3'bgs
New York Ave.

FIGURE 2
Site Map
Site Address
3411 Foothill Blvd.

Glendale, CA
170'
Building
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APPENDIX A

PREVIOUS SITE DATA
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APPENDIX B

SITE PHOTOGRAPHS
Northwest facing view of the subject site
3411 Foothill Blvd., Glendale, CA 91214 Northeast facing view of the subject site View of boring location SB1-16’bgs View of boring location SB2-14’bgs View of boring location SB3-11’bgs View of boring location SB4-14’bgs 5086 of 5188
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View of boring location SB5-12’bgs View of boring location SB6-30’bgs View of boring location SB7-30’bgs View of boring location SB8-3’bgs / boring collapsed View of boring location SB9-30’bgs View of backfilled and concrete patched hollow stem auger boring locations
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APPENDIX C

GEOPHYSICAL SURVEY NOTES
5088 of 5188
PACIFIC COAST LOCATORS, tNC.
2606 Foothill Boulevard . Suite G . La Crescenta, CA91214 Cell (818) 679-2037 . Office (818)249-7700 . Fax (818)249-7701 GPR . Video Pipe lnspection . Utility Line Locating . Leak Detection . Vacuum Excavating CUSTOMER: JOB ADDRESS

DATE DAY TIME TERMS I WORK ORDER
LOCATED: LEAK UTILITIES SEWER GPR SCAN OTHER
TOTAL
All utility locating work performed by Pacific Coast Locators, lnc. will be done in a proper and professional manner. Pacific Coast Locators, lnc, will use the standard Iocating equipment to perform this type of work. We will always use a RD4000 receiver to locate all high power energized lines. Pacific Coast Locators, lnc. will not be responsible for non-conductive pipes 3" in diameter or smaller that are located 2' and deeper below the surface. Pacific Coast Locators, lnc. will not be responsible for damage to conductive water lines & conductive fire water lines that are buried 4' or deeper below the surface. Pacific Coast Locators. lnc. will not be responsible for damage to fire sprinkler system water lines that are installed with C900 or Ductile lron pipes. Customer understands that Pacific Goast Locators, lnc. makes no warranties expressed or implied and that no consequential damages will be recoverable by reasons of the work performed hereunder.

Minimum Charge for Hou(s) each additional hour.
l/We hereby agree to authorize work for Utility Survey or work recommended on the described property.

SIGNATURE DATE
5089 of 5188
Environmental Site Assessment
Odic Environmental

APPENDIX D

SOIL BORING LOGS
5090 of 5188
Field Boring Log Sheet \ ot 1
on
i
I
I
I
I
of Boiing
E HH
NTS
.i.
/x
Project:
65rr>4bt'B+aG
3orino NoSB \- lb L.-
TotalDeoth: 'l L7n+.

Job No. Logsed uv,rV- L:-\r\k-
)rilling Contractor:
-lr{,qz
d"n n 6X } r,:- ,IJ-\
Drill Rig Type: c\y" ;\ *rL oo-cr"loC
Drillers Name:

Samplino Methods:

HammerWT. Drop
startTime d1g; Date 1l-\t\-\9
Oompleted rime 4lOC Date \\-lq -!
3oring Depth: t1" t*'
o
o
!
oo
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o
o.

F
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3 o
6 o
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E
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c
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F:

E
o
oo
tr
'6
@
o
L
fi, (,
oL
c
T
o
o
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a
lasino Denth:

A/ater Deoth:
fime:
)ate:
3acKitled Time:i t',t{5ort"' t\-1Y-lj Bv: Vlt,ol*-z
Surface EIev: Datum:
londitions:
11'
4o'
rt
.t
lb
=-
*
.4 \
q

3. ,/1 q
\h:Ll\ lte",,'{(g ^OtS\
qp6rr 1( [lF-^.7,.^)
?€ */rr.^$ r-z-t-5 uc c,Lrr -rolA.nl,^< g"bart,-
+
F
qS
.A-
!
* <) 2
h7{,+?rl?.5"v 5/q ,'Or* rzatrd brou,- g^.^J
a t r-r\* -,iq"u^ll ftsla -rrc[er,r*4,..:.-
I
a
4 r
,r. R
a
a
.J" D
2 t1,' / qU,6q I 16 .1 r 9[7 1 -c*] tr=-..,. < t,^t/, t .'t, -L, 4+^"\rpr{e? ,n s\ot.rnzrf L.i..- lb4p-
-5) =,
*
"re
s
a- D
2 lb'/+:=t[ 7"E 6u1o1 ro\..1 "L-. Lr.',- r^*.\.n -+\t
.lr*^,tr*r[-b uo Asr ,.'-]t1.* (Arr-
- tOtL.\ ",\ \1\ Lrs
5091 of 5188
Field Boring Log Sheet \ ot 1
Location
i
t
I
I
{
of Boring:

E HH
j
,,/\
, / 'rq-L, '/ /
//
.\/ Nrs
Project:
bSrbLlbL:ri+*F
Borinq NoSRZ- tt+ t
TotalDepth: l[t L.ys
robNo. lr-osgeab;;I;-EN$E
Drilling Conbactor: Lw]"OL,rz- dqOlU..*il!- [
Drill Rig Type: <\rcA <l*rL. . re<?1*V
Drillers Name:

Sampling Methods:

HammerWT. Drop
StartTime 4l,Le Date 11'- tu1-t!
Completed rime 11'(5 Date rrt"tY^13
Boring Depth: ll{' /2.,
o)
o
!
o(u(f
o)
oF
a,
B
o
E
o
o
5()
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o
-oL
($
o
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:E
o
o
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oo
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3asino Deoth:
iy'ater Deoth:
fime:

Date:
lacritted rime:l'li1,l6 Date: lt^ll-t-U9 Bv: l,-,h oLwSurface Elev: lDatum:

Sonditions:
4 t1
u
k --- .E- j
L-
-HF
2 -a

2.5 r) T' qn5 1PV 4ql ..e,* 1&tpf- \t-\f,\aro.-,. *-*)
"v(r,--al\ t--*W n, &. a-.ja" S-. b. nnn
I i
v
I \
s
Ir- H
I
s./: 3' 4
+j .{(14 1,4s"\17 | fra"\ We,*^ 4z ^\, o *\[ .,,.4.rr
,r*4-3-. U,3n^
;,
E T
rf,
€
r.s\r
t)2
ru'lq',ry| ?,9tr'(bl oi;-N *s,^1.-, ?,.. dkr.r- ^ -44n ll <r"L- -oAnt ,o^\,)ai-o 11on^
)
4 -4.J \ $
3 1)-e
ir'/494 '{,€y/\|il
^rorA,Vren^ ( €:a,zr i- - l;/
t-nl\pt l5-4 no o&r. r-a\a''\.)-. 1r4. no
(^ L--\ ^'\ (( l-$
5092 of 5188
Field Boring Log Sheet \ oi I
Location
i
i
I
I
I
I
I
I
of Boiing
[ H tJ*,
NTS
Droject:
{^,517qbt-8,**
Borinq No3B5' l\'hr=
Total Deoth: l tt lal',
Job No. Lossed bvrV- L:\r.\k-
)rilling Contractor: 1.. *r,(i-" 6....-\ ro-*.i{r^ I
Drill Rig Tvpe: Jr,r.\. fl.-t- -t o..-,-Vt
Drillers Name:

Samplinq Methods:

HammerWT. Drop
startrime i"llt Date \ut{"t}
lompleted rime lDl tb Date ?L-l(-15
Sorinq Depth: h' ln+
o
o
-g
o(,
o
o
o.

F
o
=o
6 o
oso
.c
c
o
L
o
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oo
tr
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o
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G' o
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Casinq Depth:

Water Depth:
fime:

Date:

Backfitled Time ll)t({ outu, (l-({-l} Bv: *hr,]"u<-
Surface E[ev: Datum:

Sonditions:
t
I
\\'
s
-1
d
-0 I
-+ Q
.tzltJ.lVI1frv '(zl ^=-1.\\- tx,^^ .D -\t,ra^r) l-.r-\** ,t,t-\rxL> -'Apr --l. ^:-. e.1n^ I
-1>J
-4,
()
S-1
D
5 €

4. ?
2 \l/fc:zth qqt 1 9l *.pl"r\ $gr*^ ,.^*X -,/
^Ar* .5r-^elra$-, uc o&1, a-.*a;.'.L \,qarz*
<L\ 7.4-C- *\ (\'t*o
5093 of 5188
Field Bpring Log Sheet \ ot 1
on of Boring: :r
t
l
I
I
EqH
NTS
)roject:
65rbLlbt'r,46-
Borinq No3B1'l'l'b^-
Total Deoth: lt{t Fr:.=
Job No. Logsed nvr\s- L'.-V\\eDrillins conhactor: l,^\t,nL 6,..olr.o- ^-) "( Drill Ris fvp",Jtra.L o,nt u*ar-V
Drillers Name:

Samplinq Methods:

HammerWT. Drop
Start rime lOl i7 Date l\- l{'t3
lompleted rime ,Ol5? Date it-t1-t 5
3orinq Depth: l1'bno(Dts
-c
o
o
o
o
o.

F
o
3 o
6 o
o
.E
o
.C
Cq)
.aL
o
o
o
o
L
'+
'13
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x.

C,
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2't
o
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tr
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o.
oo
d
E'(I,
@
o
oL
(I,
(-,
oL
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{D
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o
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o
Casing Depth:

Water Depth:

Time:

Date:

Backfiltedrime:lt,it4 oate: l\'\\^\h erlle,nLrrSurface EIev: Jatum:

Sonditions:
{
ru
it('
I
d
u
-i).y
.>
*<
-z
I
G
B
f5
o-2.
fi lti8ltl 17,t,flq ^o^.* Varo-^ ,6\tr "uf .,^.,\1
icL+ va c&, or: i{oS.^\-.- 7.\nrr^
r{ -2,
-a
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a
J
E a
=
22r
ll,r/lo:t{tllSvnYlgl \t,-- ^dr*\ q\. ?--J
-o ?d,:ir' itu> q{-i'-:.o.- Ll.Ooa-
:r -z,),)
Lr. v)
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I<
s--
)
2-
l17D:fq fi,4yr'tlt ^er,-rk Wa-r +--J 's/ v^^il
**C., \e o\gr' s.> Ja..^t-.-
C.aV1-"*\ A. lq'bta
5094 of 5188
Field Boring Log Sheet \ ot 1
of Bot'ing:

E HH W6
NTS
rroject:
(^-5r54bt'E5AIP
Borino No4\},5- lLt bas
fotalDeoth: i7,'L*,,
Job No. lLoggeo nvrV- L:\r\\e-
?ftllrnqCont actor: ll^lv a\, e*,4u S t f.-Ia^**< \
Drill Rig Type: Jut,-etrc..-L -roctDVfrillers Name:

Samplins Methods:

HammerWT. Drop
Start Time ll', \-'? Date \Utt1-13
Completed rime i1l bl Date i \- lLl"l3
Boring Depth: l'7'b=
c)
o
-c
o(u
o
o
o
F
(r,
B
o
6 o
o
s(,
.c
cq)
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o
o
o
.c
1'
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3asino Deoth:
lVater Deoth:
fime:
)ate:
3ackfilledrime,\\lL6 oate:t\-l('11 Bv: tl",iiiln^oSurface Elev: lDatum:

Conditions:
.-\,
s
l?'
1 -?
-=) sJ
--
fo-
-J
a4,
t7 lt.itl lFrr 73 I A'-,[go- (s-, ..--\ *1,--rr
J cei-h- 1"4a-
€
4 ;
&
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<--
:s-
(=>2.
s/ ltl?t/l5vt€lz/ *c,4 kp^\* ^._-) *i,-\t
,..c4 no Ao, ..r\.:>\--) 4.4mi?
(>
\\
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'c)
-2-
ll' I Il3A'1 5 rt6 I q/ *,*. ".\. hr;, "^
\f *u 5J - 1,,),,A
Qtbl -o D& , ',.^") "j-4-:.i. 17on^
5095 of 5188
Field Boring Log Sheet \ ot 1
on
i
I
I
t
I
I
of Boiing:

E HH
NTS
Project:
6br5llbtrg5a*
3orinq r.ro3B6- }c/
TotalDepth: aC br>
Job No. LoggBd uvr\a- L:r&\E-
)rillinq Contactor: hU,d, .1,r\\tz- .),ltliL
)rill Rio Tvoe:
)rillers Name:

Sampling Methods:

HammerWT. Drop
startrime ULlq Date 1\-tq-t9
Sompletedrime 4t1O Date it-\S-tz,
3orino Deoth: nat\,,;
o
o$
oq)
a
o)
o.

F
o
3 o
6 o
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Eq)
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o
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v.

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rcc
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tr
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o
oo
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c
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c,o
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E
-loo
(D
E
oo) o
Casino Depth:

Water Deoth:

Time:

Date:

Backfilled Time 'Zl5'1 ,rt"' l-l{-tU Bv: ig ;11Ltrv
Surface Elev: Datum:
3onditionp: ,
(r -+is
*r. ,o
s-
&s: 1',
lo'
l5
tc
?4
lci
)' lt:c9l1.Syri l{ I *e*.t [7;1o,*,ir \\,r=^^ L *l
g.aVg -r-;&j r eto {'"S^:q t,$.rz.^
,.-t
b
\fJ
I
8 D
-2 /c'hlrg 'lSttt{{'( -',t k-hf"^... ar.rn-il -.tl qor-L> ,t, Ao, il, +-ztv\z 1.\
",.r,^
,li
\5n
{
-*.

F
tr5
I
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62- C\
-
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15'/'lltt 1.1-v\(t a!7 [e"-.... .)-*) uir*ks
n,o',ithJ i o d4.\nS,-- OC/t()-
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(
4 .9- -)
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'tc'l "ttv1 Ir?Y. ) \l dq.lrnsur\ 2n- U */,'.eJi
\argag,Lta & gcl' ,o cil, ,o5\c'iv\-.Aqr^
t,
P
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'D'2
L5'll,.s+ 1,6ut 5 LlXn h['-- +a..{ r.i W *1Jur4
\-^'i 51 .nr\- <""4 ,nibt ,.r$.trr..- O.4ooo 4
4 E,;e q
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5r'/4lrz 'l,5ilnlL .lrr bt*,^ o--l > + \ k ,zl L,1e t"g -,^' A{, .riL.t*x- \.tl*-
5096 of 5188
Field Boring Log Sheet \ ot 1
tion of
i
Boring:

E HH
affl
NTS
rroject:
6,5r71)bt'LE**
Borins ruo5Yr"l' TVt
IotalDeoth: iD'bl,,
Job No. Logsed ovzV- L:-\\kDriltins conbactor: [ItlL c\rY r*.[r..- \ril\ r--. ]rill Ris tvpe: L-.|\r-, L^ J^-.---
)rillers Name:

Samplinq Methods:

HammerWT. Drop
StartTime +'.q \ Date [\rtS- 13
completed rime ctl LiS Dare ?l^is-tB
Boring Depth: acth,,
o
(D
!
o(u
o
o
o
F
o
3 o
o
o
oso
.c
cq)
L
o
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o
.c
13 o
.z
o
o
o
v.

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C
o
-oL
(I,
o
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1'
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oo
o
3asino Deoth:
lUater Deoth:
fime:
fate:
lackfitred time:17,'54 oate: ll'15-13 err tlDlrlttn^
Surface E[ev: Datum:

Conditions:
lc'
73l
1o'
t,
:) o
\,:, a
t
&
4l
D'2
vrl .fi,.qzl 1,5,tt\ rJ ^a,-f, W.* 4\.ltq-^i
*l r*1, I naf,r*^ pgl"- -o o{,r, r,o4,t-.-
O.o\oot-l
()
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!
Jl
; s\-
t zc'141q('7,5r, €lr{l -t,*ki- q4,-d -"
7*^\( .^)r..* 5 L.r* s-r,L-.; -o .ij { ,,r,.{.}.A,.
\ c{ "oC)
\v
{
a{
.4 t\5
L--
I
E e
)c' qfutl1s-vYlq brr* 4,.-) | t-ro.
&- ,.-Ar*\ iDr - '.o &r -,J.i'* \7n5097 of 5188
Field Boring Log Sheet \ ot 1
on of Boring:

E HH
e*z1t
NTS
)roject:
[5rb4bL:B** Borino ruo3}*
TotalDeoth: \'Vn,
lob No. Lossed rvr\a- L'lr\kDriuing Conbactor: t-l',sL J.\u:\r"^- d,,Jtrl-.- Drill Riq Tvoe: ll-.,i\.*, ,L* Lu.rDrillers Name:

Samplinq Methods:

HammerWT. Drop
lleilrrme -l)($cb Date tl-t6-{}
Somplelad Time \sr,5O Dare lt^tg--14
3orino Depth ji
o(D
s
o
o
o
o
o"
F
g,
3 o
6 o
o
!
(f
.c
c
q,
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o
o
o
o
L,+
1J
0)
o
o
o
E.
c
I
=E
o
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o
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tr
E
o.
o_
o
tr
,C(I,
(a
o
_o
L
oo
oL
'lC
E
6o
E
oo, o
Casinq Depth:

Water Depth:

Time:

Date:

Bacmilredrime:tlrS oa":lYl6,l? er, l]0()r'ilL-"
Surface EIev: lDatum:
3onditions:
1 t
h
rqP.=' -ri Zt [rutin- c,*.*\l.l -A* btu-catt.r5
Crr".h* cL \' ,:a.,}\l-, L U^A )-+-1,r1 'ts
"lt1U-) r,\\r- e ra\"\
5098 of 5188
Field Boring Log Sheet \ ot 1
on of Boring:

E HH
I
t ' %ttl
\
,/\
/)
\/ NTS
)roject:

L5r74bL'o;a*
Borino ruo581- 7c'
IotatDepth: Va'br>
lob No. Logged ovAa- L'r-\r\kDrilling Conbactor:

DrillRis Type:

Drillers Name:

Samplinq Methods:
lammerWT. Drop
startrime ltilA Date lt-t+t9
Completed rime I l',1t> )ate t l -t<,-lL
Boring Depth: 7t'br;
Q' o
-g
o
o
o
o
oF
o
B
o
6 o
o
!
(,
.C
c
0)
L
o
o
o
!
o
c
lJ
o
'6
o
o
x.

E
o
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c
0 ()
(l)
E
i:

E
o
o
o
E
.c
(E
U)
o
-oL
(s
o
oL
E
I
o
o
E
oo
o
Casinq Depth:
/Vater Depth:
fime:
fate:
3acriued rime: IicD oate: ll-l9t] ar. U0.li]Ltr."'
Surface EIev: Datum:
londitions:
id
lc
,k,
ll\ ,r,*aVn 9w' [rL) n,,.1.*- i*o.'o,
, !u\4
o
J3
-t\ \
e aq
FJ&)
) lt!lwWl 73y.Yt l nrr.\ k** r^J -/io.L:

O.ard-
.,
()
tir
+*
-f..
u-: .r.
{.

Odz)
,) La'lh',tq( 7 f;-tL( Ll *,rr',LLt'* s-1j. r-lurrt,
Oooo^
il
a
er*
,il
ril -+il
C)
2 Q 3
1c'llv,w-,| 1"=-t*f h ,- ..r^ [ l';r'- e,.. r "a ,s1[+ g.e^- | 5099 of 5188
Environmental Site Assessment
Odic Environmental

APPENDIX E

LABORATORY REPORT
5100 of 5188
Number of Pages 12
Date Received 11/15/2013
Date Reported 11/22/2013
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Job Number Ordered Client
58909 11/15/2013 ODIENV
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Ordered By
Attn John Winkler
Telephone (888)634-2368
Enclosed are the results of analyses on 9 samples analyzed as specified on attached chain of custody.

Site: 3411 Foothill blvd.

Glendale, CA 91214
American Scientific Laboratories, LLC (ASL) accepts sample materials from clients for analysis with the assumption that all of the information provided to ASL verbally or in writing by our clients (and/or their agents), regarding samples being submitted to ASL, is complete and accurate. ASL accepts all samples subject to the following conditions:
1) ASL is not responsible for verifying any client-provided information regarding any samples submitted to the laboratory. 2) ASL is not responsible for any consequences resulting from any inaccuracies, omissions, or misrepresentations contained in client-provided information regarding samples submitted to the laboratory.

Wendy Lu
Organics Supervisor
5101 of 5188
k-31,(ct,i
Report TAL ANALYSIS REQUESTED
Preservation
1 Project ID:6.,?4-€11 (rio
Date
Matrix Remarks
r?-3Th
, 6,4
Company 047).‘
C.
6,0\1,
Addres.5,62, - c.:" A_ L Rag .
(-03. Telepho
Fax:

Special Instruction:
4 Al
A
Of
Relinquished By:

Received
For Laboratory To tut- je‘4,:.. Dat( ts_
Condition of Sample:

Project Name 5511. (cc,. c 541.

Site Addreskiti;ork.

IZta •
(CnD
Dateitig-13Time (1.11
Date t(-15.15 Time
Date Time
E7'"11A.,&.\CICC c_42 Project ctL f%)
‘crManager:

SAMPLE DESCRIPTION
Sample ID Date Time
Container(s)
Type

LAB USE ONLY
Lab ID
T
E
34,69;19
3o 69 35 14
4;
f
IT ti
1(
Environmental Testing Services
TAT
li'Normal
❑ Rush
3Q 693
Collected By:

Relinquished By:

Received By:

Time
Address: 0
Invoic To:

Address:

P.0.#:

O

A AMERICAN SCIENTIFIC LABORATORIES, LLC
•
■t 2520 N. San Fernando Road, LA, CA 90065 Tel: (323) 223-9700 • Fax: (323) 223-9500 Page Of 2
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5102 of 5188
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Environmental Testing Services
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5104 of 5188
Date Sampled 11/14/2013 11/15/2013 11/15/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1 1
Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/21/2013 11/21/2013 11/21/2013 11/21/2013 11/21/2013 Date Prepared 11/19/2013 11/19/2013 11/19/2013 11/19/2013 11/19/2013 Client Sample I.D. SB5-12' SB6-15' SB7-30' SB6-30' SB7-20' Preparation Method
Our Lab I.D. 306938 306939 306940 306941 306942
QC Batch No: 111913-2
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 2
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 6010B/7471A, CCR Title 22 Metals (TTLC)
Analytes PQL Results Results Results Results Results
AA Metals
Mercury 0.0500 ND ND ND 0.511 ND
ICP Metals
Antimony 0.500 0.844 ND 1.08 ND ND
Arsenic 0.250 ND 2.80 1.37 1.25 ND
Barium 0.500 162 135 79.1 147 110
Beryllium 0.500 ND ND ND ND ND
Cadmium 0.500 1.14 1.53 0.882 0.994 0.634
Chromium 0.500 1.20 22.7 10.1 16.1 26.4
Cobalt 0.500 7.52 9.73 6.00 6.59 3.62
Copper 0.500 10.6 20.6 9.61 11.8 2.41
Lead 0.250 ND 2.79 2.73 2.02 0.953
Molybdenum 0.500 ND ND ND ND 0.927
Nickel 0.500 2.01 13.7 7.02 9.38 9.46
Selenium 0.500 ND ND ND ND ND
Silver 0.500 ND ND ND ND ND
Thallium 0.500 ND ND ND ND ND
Vanadium 0.500 33.3 40.5 24.8 28.7 14.9
Zinc 0.500 46.3 53.3 38.1 39.1 34.6
Analytes

LCS LCS/LCSD
% REC % Limit

QUALITY CONTROL REPORT
QC Batch No: 111913-2
AA Metals
Mercury 102 80-120
ICP Metals
Antimony 104 80-120
Arsenic 98 80-120
5105 of 5188
58909 11/15/2013 ODIENV
Project ID: ASL Job Number Submitted Client
Project Name:
6355466-ESAII
6355466-ESAII
Page: 3

ANALYTICAL RESULTS
Method: 6010B/7471A, CCR Title 22 Metals (TTLC)
Analytes

LCS LCS/LCSD
% REC % Limit

QUALITY CONTROL REPORT
QC Batch No: 111913-2
ICP Metals
Barium 102 80-120
Beryllium 109 80-120
Cadmium 100 80-120
Chromium 100 80-120
Cobalt 101 80-120
Copper 103 80-120
Lead 102 80-120
Molybdenum 99 80-120
Nickel 102 80-120
Selenium 99 80-120
Silver 103 80-120
Thallium 104 80-120
Vanadium 100 80-120
Zinc 101 80-120
5106 of 5188
Date Sampled 11/14/2013 11/14/2013 11/14/2013 11/14/2013 11/14/2013 Dilution Factor 1 1 1 1 1
Units mg/Kg mg/Kg mg/Kg mg/Kg mg/Kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/19/2013 11/19/2013 11/19/2013 11/19/2013 11/19/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB1-16' SB2-14' SB5-12' SB3-12' SB4-14' Preparation Method
Our Lab I.D. 306934 306935 306936 306937 306938
QC Batch No: SP2-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 4
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8015B, TPH DROs and OROs (Diesel and Oil Range Organics) Analytes PQL Results Results Results Results Results
TPH DROs (C10 to C28) 10.0 ND ND ND ND ND
TPH OROs (C28+) 50.0 ND ND ND ND ND
Our Lab I.D. 306934 306935 306936 306937 306938
Surrogates % Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec. .

Surrogate Percent Recovery
Chlorobenzene 70-120 93 99 96 95 101
Analytes

MS RPD MS DUP MS/MSD MS RPD
% REC % % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: SP2-111813
Diesel 98 101 3.0 75-120 <20
5107 of 5188
Date Sampled 11/15/2013 11/15/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1
Units mg/Kg mg/Kg mg/Kg mg/Kg
Matrix Soil Soil Soil Soil
Date Analyzed 11/19/2013 11/19/2013 11/19/2013 11/19/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB6-15' SB6-30' SB7-30' SB7-20'
Preparation Method
Our Lab I.D. 306939 306940 306941 306942
QC Batch No: SP2-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 5
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8015B, TPH DROs and OROs (Diesel and Oil Range Organics) Analytes PQL Results Results Results Results
TPH DROs (C10 to C28) 10.0 ND ND ND ND
TPH OROs (C28+) 50.0 ND ND ND ND
Our Lab I.D. 306939 306940 306941 306942
Surrogates % Rec.Limit % Rec. % Rec. % Rec. % Rec.
.

Surrogate Percent Recovery
Chlorobenzene 70-120 96 94 105 97
Analytes

MS RPD MS DUP MS/MSD MS RPD
% REC % % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: SP2-111813
Diesel 98 101 3.0 75-120 <20
5108 of 5188
Date Sampled 11/14/2013 11/14/2013
Dilution Factor 1 1
Units ug/kg ug/kg
Matrix Soil Soil
Date Analyzed 11/18/2013 11/18/2013
Date Prepared 11/18/2013 11/18/2013
Client Sample I.D. SB3-12' SB4-14'
Preparation Method
Our Lab I.D. 306936 306937
QC Batch No: 111813-1
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 6
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8082, Polychlorinated Biphenyls(PCBs) by Gas Chromatography Analytes PQL Results Results
Aroclor-1016 (PCB-1016) 33.0 ND ND
Aroclor-1221 (PCB-1221) 67.0 ND ND
Aroclor-1232 (PCB-1232) 33.0 ND ND
Aroclor-1242 (PCB-1242) 33.0 ND ND
Aroclor-1248 (PCB-1248) 33.0 ND ND
Aroclor-1254 (PCB-1254) 33.0 ND ND
Aroclor-1260 (PCB-1260) 33.0 ND ND
Our Lab I.D. 306936 306937
Surrogates % Rec.Limit % Rec. % Rec.
.

Surrogate Percent Recovery
Decachlorobiphenyl 43-169 79 79
Analytes

LCS LCS RPD LCS DUP LCS/LCSD LCS RPD
% REC % REC % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: 111813-1
Aroclor-1260 (PCB-1260) 87 89 2.3 39-150 <30
5109 of 5188
Date Sampled 11/14/2013 11/14/2013
Dilution Factor 1 1
Units ug/kg ug/kg
Matrix Soil Soil
Date Analyzed 11/18/2013 11/18/2013
Date Prepared 11/18/2013 11/18/2013
Client Sample I.D. SB1-16' SB2-14'
Preparation Method
Our Lab I.D. 306934 306935
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 7
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8260B, Gas/BTEX and Oxygenates
Analytes PQL Results Results
Benzene 2.00 ND ND
DIPE 5.00 ND ND
ETBE 5.00 ND ND
Ethylbenzene 2.00 ND ND
MTBE 5.00 ND ND
TAME 5.00 ND ND
TBA 20.0 ND ND
Toluene (Methyl benzene) 2.00 ND ND
o-Xylene 2.00 ND ND
m- & p-Xylenes 4.00 ND ND
TPH GROs (C6 to C10) 500 ND ND
Our Lab I.D. 306934 306935
Surrogates % Rec.Limit % Rec. % Rec.
.

Surrogate Percent Recovery
Bromofluorobenzene 70-120 99 97
Dibromofluoromethane 70-120 89 92
Toluene-d8 70-120 96 97
Analytes

LCS LCS RPD LCS DUP LCS RPD
% REC % REC % REC % Limit

QUALITY CONTROL REPORT
QC Batch No: S1C-111813
Benzene 100 88 12.8
MTBE 86 76 12.3
Toluene (Methyl benzene) 92 82 11.55110 of 5188
Date Sampled 11/14/2013 11/14/2013 11/14/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1 1
Units ug/kg ug/kg ug/kg ug/kg ug/kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB3-12' SB4-14' SB6-30' SB5-12' SB6-15' Preparation Method
Our Lab I.D. 306936 306937 306938 306939 306940
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 8
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8260B, TPH GROs(Gasoline Range Organics)
Analytes PQL Results Results Results Results Results
TPH GROs (C6 to C10) 500 ND ND ND ND ND
Our Lab I.D. 306936 306937 306938 306939 306940
Surrogates % Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec. .

Surrogate Percent Recovery
Bromofluorobenzene 70-120 98 97 99 98 98
Dibromofluoromethane 70-120 91 96 91 92 99
Toluene-d8 70-120 97 99 98 97 99
Analytes

MS RPD MS DUP MS/MSD MS RPD
% REC % % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: S1C-111813
Benzene 100 88 12.8 75-120 15
Chlorobenzene 94 83 12.4 75-120 15
1,1-Dichloroethene
(1,1-Dichloroethylene)
86 82 4.8 75-120 15
MTBE 86 76 12.3 75-120 15
Toluene (Methyl benzene) 92 82 11.5 75-120 15
Trichloroethene (TCE) 90 80 11.8 75-120 15
5111 of 5188
Date Sampled 11/15/2013 11/15/2013
Dilution Factor 1 1
Units ug/kg ug/kg
Matrix Soil Soil
Date Analyzed 11/18/2013 11/18/2013
Date Prepared 11/18/2013 11/18/2013
Client Sample I.D. SB7-20' SB7-30'
Preparation Method
Our Lab I.D. 306941 306942
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 9
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8260B, TPH GROs(Gasoline Range Organics)
Analytes PQL Results Results
TPH GROs (C6 to C10) 500 ND ND
Our Lab I.D. 306941 306942
Surrogates % Rec.Limit % Rec. % Rec.
.

Surrogate Percent Recovery
Bromofluorobenzene 70-120 98 98
Dibromofluoromethane 70-120 93 94
Toluene-d8 70-120 98 98
Analytes

MS RPD MS DUP MS/MSD MS RPD
% REC % % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: S1C-111813
Benzene 100 88 12.8 75-120 15
Chlorobenzene 94 83 12.4 75-120 15
1,1-Dichloroethene
(1,1-Dichloroethylene)
86 82 4.8 75-120 15
MTBE 86 76 12.3 75-120 15
Toluene (Methyl benzene) 92 82 11.5 75-120 15
Trichloroethene (TCE) 90 80 11.8 75-120 15
5112 of 5188
Date Sampled 11/14/2013 11/15/2013 11/15/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1 1
Units ug/kg ug/kg ug/kg ug/kg ug/kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB5-12' SB6-15' SB7-30' SB6-30' SB7-20' Preparation Method
Our Lab I.D. 306938 306939 306940 306941 306942
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
ASL Job Number Submitted Client
3411 Foothill blvd.

Glendale, CA 91214
Odic Environmental
3255 Wilshire Blvd. #1508
Los Angeles, CA 90010-
Project ID:

Project Name:
6355466-ESAII
6355466-ESAII
Page: 10
Ordered By
Attn: John Winkler
Site

ANALYTICAL RESULTS
Telephone: (888)634-2368
Method: 8260B, Volatile Organic Compounds + Oxygenates
Analytes PQL Results Results Results Results Results
Acetone 50.0 ND ND ND ND ND
Benzene 2.00 ND ND ND ND ND
Bromobenzene (Phenyl bromide) 10.0 ND ND ND ND ND
Bromochloromethane (Chlorobromomethane) 10.0 ND ND ND ND ND Bromodichloromethane (Dichlorobromomethane) 10.0 ND ND ND ND ND Bromoform (Tribromomethane) 50.0 ND ND ND ND ND
Bromomethane (Methyl bromide) 30.0 ND ND ND ND ND
2-Butanone (MEK, Methyl ethyl ketone) 50.0 ND ND ND ND ND n-Butylbenzene 10.0 ND ND ND ND ND
sec-Butylbenzene 10.0 ND ND ND ND ND
tert-Butylbenzene 10.0 ND ND ND ND ND
Carbon disulfide 10.0 ND ND ND ND ND
Carbon tetrachloride (Tetrachloromethane) 10.0 ND ND ND ND ND Chlorobenzene 10.0 ND ND ND ND ND
Chloroethane 30.0 ND ND ND ND ND
2-Chloroethyl vinyl ether 50.0 ND ND ND ND ND
Chloroform (Trichloromethane) 10.0 ND ND ND ND ND
Chloromethane (Methyl chloride) 30.0 ND ND ND ND ND
4-Chlorotoluene (p-Chlorotoluene) 10.0 ND ND ND ND ND
DIPE 5.00 ND ND ND ND ND
2-Chlorotoluene (o-Chlorotoluene) 10.0 ND ND ND ND ND
1,2-Dibromo-3-chloropropane (DBCP) 50.0 ND ND ND ND ND
Dibromochloromethane 10.0 ND ND ND ND ND
1,2-Dibromoethane (EDB, Ethylene dibromide) 10.0 ND ND ND ND ND Dibromomethane 10.0 ND ND ND ND ND
1,2-Dichlorobenzene (o-Dichlorobenzene) 10.0 ND ND ND ND ND 1,3-Dichlorobenzene (m-Dichlorobenzene) 10.0 ND ND ND ND ND 1,4-Dichlorobenzene (p-Dichlorobenzene) 10.0 ND ND ND ND ND Dichlorodifluoromethane 30.0 ND ND ND ND ND
5113 of 5188
Date Sampled 11/14/2013 11/15/2013 11/15/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1 1
Units ug/kg ug/kg ug/kg ug/kg ug/kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB5-12' SB6-15' SB7-30' SB6-30' SB7-20' Preparation Method
Our Lab I.D. 306938 306939 306940 306941 306942
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
Project ID: ASL Job Number Submitted Client
Project Name:
6355466-ESAII
6355466-ESAII
Page: 11

ANALYTICAL RESULTS
Method: 8260B, Volatile Organic Compounds + Oxygenates
Analytes PQL Results Results Results Results Results
1,1-Dichloroethane 10.0 ND ND ND ND ND
1,2-Dichloroethane 10.0 ND ND ND ND ND
1,1-Dichloroethene (1,1-Dichloroethylene) 10.0 ND ND ND ND ND cis-1,2-Dichloroethene 10.0 ND ND ND ND ND
trans-1,2-Dichloroethene 10.0 ND ND ND ND ND
1,2-Dichloropropane 10.0 ND ND ND ND ND
1,3-Dichloropropane 10.0 ND ND ND ND ND
2,2-Dichloropropane 10.0 ND ND ND ND ND
1,1-Dichloropropene 10.0 ND ND ND ND ND
cis-1,3-Dichloropropene 10.0 ND ND ND ND ND
trans-1,3-Dichloropropene 10.0 ND ND ND ND ND
ETBE 5.00 ND ND ND ND ND
Ethylbenzene 2.00 ND ND ND ND ND
Hexachlorobutadiene (1,3-Hexachlorobutadiene) 30.0 ND ND ND ND ND 2-Hexanone 50.0 ND ND ND ND ND
Isopropylbenzene 10.0 ND ND ND ND ND
p-Isopropyltoluene (4-Isopropyltoluene) 10.0 ND ND ND ND ND MTBE 5.00 ND ND ND ND ND
4-Methyl-2-pentanone (MIBK, Methyl isobutyl ketone) 50.0 ND ND ND ND ND Methylene chloride (Dichloromethane, DCM) 50.0 ND ND ND ND ND Naphthalene 10.0 ND ND ND ND ND
n-Propylbenzene 10.0 ND ND ND ND ND
TAME 5.00 ND ND ND ND ND
TBA 20.0 ND ND ND ND ND
Styrene 10.0 ND ND ND ND ND
1,1,1,2-Tetrachloroethane 10.0 ND ND ND ND ND
1,1,2,2-Tetrachloroethane 10.0 ND ND ND ND ND
Tetrachloroethene (Tetrachloroethylene) 10.0 ND ND ND ND ND Toluene (Methyl benzene) 2.00 ND ND ND ND ND
1,2,3-Trichlorobenzene 10.0 ND ND ND ND ND
1,2,4-Trichlorobenzene 10.0 ND ND ND ND ND
1,1,1-Trichloroethane 10.0 ND ND ND ND ND
1,1,2-Trichloroethane 10.0 ND ND ND ND ND
Trichloroethene (TCE) 10.0 ND ND ND ND ND
Trichlorofluoromethane 10.0 ND ND ND ND ND
5114 of 5188
Date Sampled 11/14/2013 11/15/2013 11/15/2013 11/15/2013 11/15/2013 Dilution Factor 1 1 1 1 1
Units ug/kg ug/kg ug/kg ug/kg ug/kg
Matrix Soil Soil Soil Soil Soil
Date Analyzed 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Date Prepared 11/18/2013 11/18/2013 11/18/2013 11/18/2013 11/18/2013 Client Sample I.D. SB5-12' SB6-15' SB7-30' SB6-30' SB7-20' Preparation Method
Our Lab I.D. 306938 306939 306940 306941 306942
QC Batch No: S1C-111813
58909 11/15/2013 ODIENV
Project ID: ASL Job Number Submitted Client
Project Name:
6355466-ESAII
6355466-ESAII
Page: 12

ANALYTICAL RESULTS
Method: 8260B, Volatile Organic Compounds + Oxygenates
Analytes PQL Results Results Results Results Results
1,2,3-Trichloropropane 10.0 ND ND ND ND ND
1,2,4-Trimethylbenzene 10.0 ND ND ND ND ND
1,3,5-Trimethylbenzene 10.0 ND ND ND ND ND
Vinyl acetate 50.0 ND ND ND ND ND
Vinyl chloride (Chloroethene) 30.0 ND ND ND ND ND
o-Xylene 2.00 ND ND ND ND ND
m- & p-Xylenes 4.00 ND ND ND ND ND
Our Lab I.D. 306938 306939 306940 306941 306942
Surrogates % Rec.Limit % Rec. % Rec. % Rec. % Rec. % Rec. .

Surrogate Percent Recovery
Bromofluorobenzene 70-120 99 98 98 98 98
Dibromofluoromethane 70-120 91 92 99 93 94
Toluene-d8 70-120 98 97 99 98 98
Analytes

MS RPD MS DUP MS/MSD MS RPD
% REC % % REC % Limit % Limit

QUALITY CONTROL REPORT
QC Batch No: S1C-111813
Benzene 100 88 12.8 75-120 15
Chlorobenzene 94 83 12.4 75-120 15
1,1-Dichloroethene
(1,1-Dichloroethylene)
86 82 4.8 75-120 15
MTBE 86 76 12.3 75-120 15
Toluene (Methyl benzene) 92 82 11.5 75-120 15
Trichloroethene (TCE) 90 80 11.8 75-120 15
5115 of 5188
--------------'----------------------.

PHASE I ENVIRONMENTAL

SITE ASSESSMENT

ofa

RETAIL PROPERTY

342]-3437 W. FOOTHILL BOtJLEVARD

GLENDALE, CALIFORNIA 91214

Prepared for:

Universal Bank

3455 Nogales Street

West Covina~ California 91792

Prepared by:

Pilwacle EuYironmNltal, inc.

P.O. Box 904
Clayton, California 94517
(877) 563-4300 (toll free)
PEl Project #08-2165
lssur Date: May 23, 2008
------,--------------­
5116 of 5188

TABLE OF CONTENTS

I. EXECUTIVE SUMMARY & RECOMMENDATIONS 5

II. SCOPE OF WORK & LIMITATIONS 8

Purpose 8

Protocol 8

Scope of Work 8

Limitalions 9

III. GENERAL SlTE DESCRlPTION 10

A. Client Provided Information 10

B. Adjoining and Adjacent Propenies 13

C. USGS Topographic !\1ap 13

D. General Hydrogeologic Characteristics 13

IV. HISTORICAL REVIEW 15

A. Aeriall'hotograph Review 15

B. Building Permit Review I6
C. Sanborn Fire Insurance Map Review I8
D. City Street Directory Review 18

E. Historical Topographic Map Review 19

F. Interviews 19

G. Recorded Land Title Records 20

H. Data Gaps 21

V. AGENCY RECORDS REVIEW 22

A. Review of Federally Reponed Environmental Data 23

B. Review of State-Reported Environmental Data 28

C. Local Agency Records Search 36

D. Tribal Records Search : 39

VI. SHE VISIT OBSERVATIONS 40

A. Surfacc Characteristics .40

B. Wastewater and Stormwater Managcmcnt.. .40

C. Potnble Water Supply, Sewer Service, and other utilities: .4 I

D. Structure Construction .4 I

E. Business Operations Description 41

Vll. HAZARDOUS MATER1ALIWASTE OBSERVATIONS 43

A. Hazardous Materials Handling and Storage .43

B. Wastestrealll Generation. Storage and Disposal .43

C. Solid \Vaste Disposal .44

D. Abovcground Storage Tanks (ASTs) .44

E. Underground Storage Tanks (USTs) .44

VIII. OTHER POTENTIAL ISSUES OF CONCERN 45

r\. PCB-Containing Exterior Electrical Transformers .45

B. Othcr PCB-Containing Interior or Exterior Equipment .45

C. Suspect Asbestos-Containing Materials (ACMs) 45

D. Lead-Based Paint (LBP) 46

E. Lead in Drinking Water 46

F. Air Ollality _ .47

Phase r Erwiwl1l1lc.nlal S:tc Assessment Pmnaclc E:nyironl11cntal. Inc

.>421-3437 W. FOOlhdllJolilcYard: Ci!enclale. CA Page 2

5117 of 5188
G. Radon .47

H. Railroad RightS-of-Way 47

IX. ADJOINING PROPERTY OBSERVATIONS 48

A. Adjoining Properties Materials Storage .48

B. Adjoining Propet1ics Wastcstrcam Disposal 48

X. STATEMENT OF THE ENVIRONMENTAL PROFESSIONALS 49

Statement of Quality Assurance 49

Statement of Quality Control 49

Appendix:

Site Maps

Site Photographs

Sanborn Maps

Regulatory Database Search

Correspondence

File Review Information

Key Site Manager Questionnaire

Miscellaneous

Phase J Environmcnt(t[ Site Assessment Pinnacle Fnvironmental, Inc.

3421·3137 W Fo"thdl Boulevard; Glcnd'de, Ci\ Page 3
5118 of 5188
-- PHASF: I [SA EXECUTIVE SUMMARY OVERVIEW

Reta iI Property

342 ]-3437 W. Foothill Blvd., Glendale, CA

,..-,
Section Topic No RECs
Identified
Historical Usage
Regulatory
Database Review
(on-site)
Regulatory
Database Review
(nearby sites)
On-site Operations
Haz. Mal.

Handling
Haz. Waste
Handling
USTsl
ASTs
Act...ls
L13PI
Lead in H2O
PCBs
Radon v
,
Other ,
Non-REC I Phase 11
Issue Recommended
Identified
I
I
v
v
RECs
Identified
.­
Comments
The sul~ject property has bccn
occupied by a dry cleaner since at
least 19G5 and may havc been on a
septic system for the first 2 years of
operation A subsurface
invcstigation is rceommended.

Palace Cleaners is the on-site tenant
is listed on the SUC, WIP, FINDS,
AIRS, IlAZNET, RCRA, and
DRYCLEANERS databases. A
subsurface investigation is
recommended.

The southeastern adjoining
propeny is listed asa LIJSTsite. It
is apparently down-gradient, but a
subsurface investigation could be
nerformed if desired.

Dry cleaner operation wilh plant
on site; dry cleaner tenant sine al
least 1968. A subsurface
investigation is reeommended"_
Suspect ACMs should be tested
prior to disturbance or if they
become damaged.

Suspect LOP shonld be tested prior
to disturbance or if it becomes
damaged
-­
-­
-­
I
Phase [ EnVlrOlll11cnWI SIte :'\~sessrnent Pmnacle Environmental. Inc. 3421-3~37 IV Foothill [loulc,.."d; Glendale, CA Page 4
5119 of 5188
SECTION 1.

EXECUTIVE SUMMARY & RECOMMENDAnONS

Pinnacle Environmental, Inc. (PEl) was retained by Universal Bank (Client) to perform a Phase J Environmental Site Assessment (Phase I ESA or Assessment) of a site located at 3421-3437 West Foothill Blvd. in Glendale, California. At the time of the May 6, 2008 site visit, the subject propelty consisted of an approximate 0.8-acre parcel of land, occupj(~d by two (2) single..story retail buildings. The subject buildings comprised a total of approximately 10,900 and 1,200 square feet respectively and housed 7 tenant spaces, uti lized by typical retail and service businesses (e.g., laundry, cleaners, barber, health store, market & restaurant). The subject property is located on the north side of Foothill Blvd., approximately 150 feet northwest of thc intersection of Foothill Boulevard and New York Avenue, within a commercial and multi-family residential area.

This Phase I ESA was performed in accordance with the scope and limitations of the American Society for Testing and Materials (ASTM) Phase 1 ESA Standard £1527-2005 (equivalent to the USEPA's All Appropriate Inquiry [AA1] Standard), the scope of work defined in this report, as well as the signed service agreement. The following summarizes PEl's independent conclusions and best professional judgment based upon information available to us during the course of this Assessment.

Based upon the limited site reconnaissance, historical review, regulatory records review, and other information detailed within this report, this Assessment identified the following evidence of ASTM Recognized Environmental Conditions (REes) or other issues in connection with the subject property:
• The subject has been occupied by a dry cleaner, Palace Cleaners at 3423 Foothill Boulevard, conducting dry cleaning operations on-site since approximately .June of 1968.

The subject dry cleaner is listed on regulatory databases as under preliminary investigation for potential contribution to area groundwater impacts. These databases include the Wcll Investigation Program (WIP) database and the Spills, Leaks, Investigations, and Cleanup (SUC) Cost Rccovery Listing database. Thc property is also located upgradient to the San Fernando Valley Area 3 Superfund sitc. While there are not reported releases at the subject property, the listing of the subject property on these databases provides an opportunity for increased future regulatory scrutiny due to the presence of the on-site dry cleaner for the past 40 years. It also appears that the subject property was initially connected to an on-site septic. system until being connected to the city municipal sewer in April 1970. This presents an increased potential for impact of subsurface soils from dry cleaning solvents. Dry cleaners present an increased risk of environmentill impairment due to possible improper hazardous material and/or waste handling and disposal practices, particularly prior to passage of the Resource Conservation and Recovery Act in J976 and its implementation several years later.

Although the current tenant appears to be handling and disposing of the dry cleaning chemicals in a propcr manner, it is unknown how such activities were handled in the past under different owners. Due to the nature of" the chemicals used in the drycleaning industry and unknown historical materials handling practices. identification of this Phase 1Environmel'tal Site Assessment Pinnacle Environmeetal, Inc 3421-3<137 W Foothill Boulevard; Glendale. CA Page .5
5120 of 5188
historic dryclcaning busincss rcprcsents a Recognized Environmcntal Condition as defined by the ASTM E- J527 standard. Therefore, PEl recommends a subsurface investigation in an effort to evaluate whether the subject property has been impacted by dry cleaning solvents.
+ Information from EDR indicates the nearest leaking underground storage tank (LUST) site, Texaco Station at 3411 W. Foothill Blvd., is located immediately adjoining southeast of the subject property. According to databasc information, a gasoline release was discovered at this sitc in December of 2005, the release is undefined, and the case status is "leak being confirmed." This site has not been tested for methyl tertiary-butyl ether (MTBE). PEl reviewed a report on this site prepared by SAIC for Chevron that was submitted to the Los Angeles Regional Water Quality Control Board (LARWQCB) on May 15, 2007. According to the report, four fuel USTs were removed in 1985, and a 550­ gallon waste oil UST was removed in 2004. Other than sampling of soil beneath the former waste oil UST (which indicated low to moderate-level petroleum hydrocarbon impact), no records of sailor groundwater sampling were readily available for this property. This site is apparently under investigation by the LAR WQCB for potential contribution to area groundwater impacts, and it is possible additional investigation of the adjoining site will be requested by the LARWQCB. Given the proximity of this site, this is considered a potential REC. Although located immediately adjoining, based on the apparent down-gradient location of this site, it appears unlikely to have significantly environmentally impaired the subject property. However, if greater certainty is desired, a subsurface investigation could be performed on the subjcct property nearest the former gas station to confirm or deny this supposition.
• Based on the date of construction of the subject structure(s) (circa 1967) and the apparent age of the construction materials (pre-l 985), it is possible asbestos-containing materials (ACMs) were used in construction of the subject structure(s) and/or added later. An asbestos survey completed by Environmental Monitoring Group (EMG) in April 2008, identified some or all of the vinyl Oooring and mastic, stucco, and plaster material at the subject buildings as containing asbestos. Refer to EMG's repOit in the appendix for specific findings and related recommendations. PEl generally concurs with EMG's recommendations.

During PEr s on-site observations suspect ACMs were identified, including, but not necessarily limited to: acoustic ceiling tiles, interior drywaWjoint compound and texture systems, vinyl flooring and mastic, tile grout, exterior stucco, mortar, and roofing materials. All observed materials appeared to be adequately maintained. Suspect ACM testing was not included in PEl's scope of work. However, as defined in NESHAPs Section 61.141, the observed materials may be classified as suspect regulated ACtvls.

Prior to any demolition, renovation, or any other activity that may disturb these materials, either an inspection should be performed by an accredited Building Inspector, or the affected materials should be handled as asbestos-containing. An approved Operations and Maintenance (O&!vl) Program is required to maintain the known ACMs and any untested materials in-place.

Pha~c I Environmental Site Assessment Plllmclc Environmental, Inc. 3421-3437 W Foothill Boulevard; Glendale. CA Page 6
5121 of 5188
• PEl's scope of work did not include a lead-based paint (LBP) inspection, surveyor assessment. However, based upon the age of the subject building(s) (circa 1967), it is possible that lead-based paint (LBP) was used. Damaged, chipping, flaking, or peeling paint was not observed. In 1978, the federal government limited the use of LBP, particularly in residential applications. Although usage was allowed to continue in many commercial settings, usc in gcneral industry has decreased from that period of time to the present.

LBP presents a hazard primarily when lead dust or fumes are created. Renovation or repair activities and normal wear and tear are the primary causes of LBP dust and fume creation. Effective in 1993, thc Occupational Safety and Health Administration (OSHA) Lead in Construction Standard (29 CFR 1926.62), applies to sources or potential sources of lead exposure present in an "employment-related" context. The trigger for application of the standard is an activity that by its very nature may cause exposure to lead (i.e., sanding, scraping, demolition, etc.). Such work must also be performed by certified personnel that have received Lead In Construction training. Should future renovation, repair, or demolition disturb any suspect paint (all untested paint), a LBP inspection and/or risk assessment should be conducted by a state or EPA certified LBP inspector/assessor to identify areas of potential worker exposure. Additionally, if in California, CCR Title 17 states that "lead hazards" (e.g. deteriorated LBP, leadcontaining dllSt, disturbance of LBP without proper controls, etc.) are not allowed in any public (non-residential or industrial) building. Please consult with an appropriate certified lead professional for further details regarding the above issues and their specific application to the subject property.

An Executive Summary Overview is also included in the previous section. However, when making any decisions concerning the findings of this Assessment, please also refer to the remainder of this report, which may present other items of interest that are not discussed in the Executive Summary, or further details regarding the above items. In addition, please refer to the Data Gaps section (IV-H) of this report regarding information that may have been unavailable or incomplete which may have a bearing on the findings or usage ofthis report.

Phase I ET1\'ironmc['uHl Site Assessment Pinnacle Environmental. Inc ,421·,437 W Foothill noukvard, Glendale, CA Page 7 5122 of 5188 SECTION II.

SCOPE OF WORK & LIMITATIONS

PURPOSE
'fhe primary goal of this Phase I Environmental Site Assessment is to assist the client in satisfying one of the requirements to qualify for the "innocent landowner, contiguous property owner, or bona fide prospective purchaser limitations on CERCLA liability" (42 U,S,c. § 9601 et. seq.). Qual ification for these Iimitations is predicated on the assumption that" ... the defendant must have undertaken, at the ttme of acquisition, all appropriate inquiry into the previous ownership and uses of the property consistent with good commercial or customary practice in an effort to minimize liability ...." The secondary goal of this Assessment is to provide information that 'will assist in evaluating the risk of potential significant value impairment of the security interest due to environmental impacts.

PROTOCOL
The American Society for Testing and Materials (ASTM) Phase I ESA Standard E1527-2005 is the most current method used in attempting to perform the due diligence required to achieve the above purpose. The E1527-2005 Standard was created by the ASTM " ... in an effo11 to define good commercial and customary practice in the United States of America for conducting an environmental site assessment.. .. " and is equivalent to the USEPA's All Appropriate Inquiry [AAI] Standard issued November 1, 2005 (officially taking effect November 1, 2006). The ASTM Standard E1527-2005 is intended to identify recognized environmental conditions (RECs) in connection with a given property. The term recognized environmental conditions is not intended to include "de minimus" conditions that generally do not present a material risk of harm or that are unlikely to be the subject of enforcement actions by govemmental agencies. Other conditions or issues that are beyond the ASTM scope may also be discussed in this report, as detailed within each section.

SCOPE OF WORK
Utilizing ASTM Standard E1527-2005, as well as the scope of work discussed below and in the work authorization document, this Assessment involved: i\ site reconnaissance of the subject property, limited observations of adjoining properties, a review of the historical usage of the subject property, and a review of relevant documentation provided by various public and private sources (including the client and/or owner of the subject property) to identify conditions indicative of releases or threatened releases of hazardous substances, as defined in CERCLA Section 101 (14) U.S.C. § 312.1(c) evaluate the presence or likely existence of:
• Recognized environmental conditions, specified by ASTM E1527-2005 as: '·the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products Phase I EnVironmental Site Assessment Pinnacle Environmental. Inc 3421-34J7 W Foothill BOlllcl'nrd; Glendale. CA Page 8
5123 of 5188
into structures on the property or into the ground, groundwater or surface watcr of the property."
• A brief evaluation and assessment of potential environmental issues which may not rise to the level of recognized environmental conditions, such as: obviously improper hazardous material or waste handling, off-site issues, suspect asbestoscontaining materials, lead-based paint, polychlorinated bi-phenyls, and radon gas.

LIMITATIONS
As discussed in ASTM EI527-2005, no Phase I ESA can completely eliminate uncertainty regarding the potential for RECs in connection with a subject property. This investigation is simply intended to reduce unce11ainty within reasonable limits of time and cost.

Refer to Section VI-A for a brief discussion of some (but not necessarily all) specific limitations to PEl's subject property observations at the time of the site visit. The observations contained within this Assessment are based upon conditions readily observable during the site visit. These observations are typically unable to address conditions of areas not inspected, hidden from view, subsurface soil, groundwater, underground storage tanks, neighboring propel1ies, and the like, unless specifically mentioned. It is not the purpose of this Assessment to determine the actual presence, or degree or extent of contamination (if any) at the subject property. Unless specifically noted within this rcport, this Assessment does not include observations, testing, coring, or sampling analysis to address groundwater, soil, or extraneous materials contamination (including mold issues) in or on the subject propel1y. This Assessment does not include or address reasonably ascertainable environmental liens recorded against the subject property, unless stated.

PEl makes no warranties or guarantees as to the accuracy or completeness of information obtained from or compiled by others. Information may also exist which was beyond the scope of this investigation, or was not provided to PEl that may have an impact on the conclusions of this Assessment. This Assessment does not attempt to address past or forecast future site cond itions.

This Assessment has been conducted and prepared in accordance with generally accepted practices and procedures exercised by reputable professionals under similar circumstances.

PEl makes no other warranties or guarantees, either expressed or implied, as to the findings, opinions, or recommendations contained in the report, or as to the existence or non-existence of RECs at the subject property.

Phase. I Environmental Sitc Asscssment Pinnacle Environmental, Inc. 3421-3437 W Foothill Boulcvard; Glcndale. CA Page 9 5124 of 5188 SECTION Ill.

GENERAL SITE DESCRIPTION

Pinnacle EnvironmentaL Ine. (PEl) was retained by Universal Bank (Client) to perform a Phase I E.nvironmental Site Assessment (Phase I ESA or Assessment) of a site located at 3421-3437 West Foothill Blvd. in Glendale, California. At the time of the May 6,2008 site visit, the subject propel1y consisted of an approximate 0.8-acre parcel of land, occupied by two (2) single-story retail buildings. The subject buildings comprised a total of approximately 10,900 and 1,200 square feet respectively and housed 7 tenant spaces, utilized by typical retail and service businesses (e.g., laundry, cleaners, barber, health store, market & restaurant).

The subject property's Los Angeles County Assessor's Parcel Number (APN) is 5602-007­ 020. The subject propelty is located on the north side of Foothill Blvd., approximately 150 feet northwest of the intersection of Foothill Boulevard and New York Avenue, within a commercial and multi-family residential area. The subject property location is shown on various Figures in the appendix.

During the site visit, which was performed by public access methods, the PEl Assessor was unaccompanied. However, the site broker, Mr. Albert Mangassarian, was notified in advance of the visit and permission for site access was granted to PEl.

Mr. Brian G. George, Manager of the subject property, was identified as the "Key Site Manager" (KSM). As defined by ASTM E1 527-2005, the Key Site Manager is that person having good knowledge of the uses and physical charaeteristics of the subject property, and in a position to provide reasonably accurate information for the Key Site Manager Environmental Questionnaire. Mr. George eompleted the Key Site Manager Environmental Questionnaire prior to the site visit. A copy of the questionnaire is ineluded in the appendix of this report.

Potential RECs identified as a result of the questionnaire review included a "Yes" answer to Question #5 regarding a fonner Texaco gasoline station on the southeast adjoining property.

However, he did not indicate that the subject propelty had an active dry cleaner operating onsite. No further details were provided by the KSM. In addition, the KSM indicated that a prior April 14, 2008 Asbestos Survey report for the subject property was provided (sec Section lIr-A below).

A. CLIENT PROVIDED INFORMATION
As discussed in ASTM EI527-2005, the user (e.g., Client) is required to perform certain tasks or provide cel1ain information to PEl in order to identify potential RECs. Tasks or information to be provided by the Client include: I) review of judicial and title records for environmental liens, environmental deed restrictions or activity and use limitations (AULs); 2) provide specialized, actual, commonly known or reasonably aseertainable knowledge Pha,e Pinnacle Environmental, Inc I Environmemal Site Assessment 3421-3A37 Page 10 \II Foothill Boulevard; Glendale, CA 5125 of 5188 regarding the property; and, 3) identify reasons for a significantly lower purchase price (if applicable).

The Client has not provided or reported to PEl any information which indicates the subject property is being sold, purchased or valued at a significantly reduced price due to outstanding environmental issues. Nor has the Client or Key Site Manager provided or reported to PEl information indicating a specific knowledge of RECs, historic RECs, Environmental Liens, Activity and Usc Limitations, or Environmental Deed Restrictions related to the subject property.

Previous environmental documentation concerning the subject property which was provided to PEl by the Client includes: an April 4, 2008 Limited Report for Asbestos-Containing Materials (ACM) by Environmental Monitoring Group (EMG). That report indicated the following materials were located on-site (directly excerpted):
- .Material & type and Percent: Mfcctod ArOIl.5: ApVfOX. Ft. 12x12 floor tile & black mastic- All interior floor ofLaundry room 950 square good condition-non-friable­ feet
~hrvsoti1e 6%
12~12 iloor tile. tuld black All interior floor ofDry cleaner store 900 square; mastio-good condition-non fDot
friabk·chrvsotilc 5%
SlUCCO materia1-J~ood conditiotl- All exterior wall and CII110py area Throughout non friable· Cht)'OOlilo 1MB than
1% -- Plltstct matcrinl-good condition- Laundry room wall Throughout non fiiab1c- chrysotile les.s than
1% -­
11,c following recommendations were stated (directly excerpted):
~.I RICCOM~fEN:OAT10NSl
f1..11.iG's rcconunc:nded the fo!J(I",i.nIt lIetiOllS:

A. Notify C~'lllraclon aud Subcontl'ACto::s worldns 1n the building. Th<l Slnte of Caliromia lequires this notification. The notific3.tion can be in the form of lI]llttar, example: "The 121:.12 flom tili'. and blllCk mastic throughout thi~ tU:ell conlllins IlsbCSloS. 1l is your duty not 10 di511Ub these matoriiils in auy way. If the mar.erinl becomes camaged. you must notify the Bafet)' Section immediately." Nolilic¥liOll to contract workrn311 mUSl he made and D litl<1C1ncnt (hat they hlwe lead and unrJe:r.<tood the presence of ubelkll in the id"'ltified !l!eas in the building wd Ihoyan, not to distllrb these nllll.mais.
n. U~1l a cmified llI1d license asbestos abatemeut contrllCllor to perform M}' removaJ of ACM Pllill to auy demolitIon Beth'ity !hilt will disturb the mat.mlll,. Als.~. all ;lIdUl;lliaJ hygienist mllst be present co ~rfonn cDgJ.neering conlJ'oJ and regulatory a.~best()$ air monitoring during a::y abatement project. The Sou"'" Coast Air Q\~alil)' M3n1lgement Dl~\[ict (SCAQMD) h1.~ ~trici rules regarding boW ACM is :-CnlOYOO a.!ld mandates l\ 10·.18)''' notificalion.md the use of n oenified ahat":ncnt contTflcwr for =val of <: 100 square fe"t of ACM (Rule 1403). NOlify the SCAQ1'vm 10 worlcbg da~ prior to the ACM removal. 10 an emergency. the I)istrict rnay trtlIltll 24 hOllls notice.

Pinnacle En\'lronmenlal. Inc. Phase I EnVironmental Site Assessment Page II 3421-3437 W Foolhiil BOlllevard; Glendale, CA 5126 of 5188 EMG also concluded the following (directly excerpted):

CONCLUSIONS
Th~ llshaslos containing-matodals that were discovered are found to be in good conditioll lind do nol appear I~) Jlose an exposure bllZaId III this time. HowevCI', if future. ilamag.tl O(',.('.Wli, uClion must bD taken as mentioned above.

Th~ aslJeslos containing-m"'tc;;a(s; li.sle.d in the Table of ACM ~hAlI h~ renlOVN and dhposcd of prior to :In)" dcmolition work in the builrlinB. All n:.movol, di/;p<1sal and haudHog of these asbes!os containing-materials t:hall ba in t\C«IrdlUlCC with Fedoral, Stato mo LoC.21 Agency ordiruulces, laws and fOBUlllrions. The diSposAl of the ACM kss than l'ln.('rpcr<:.cnl is dcrigoatcd as (leneral construction w3Sf.e, jh(<; survcr do~s nOl sali sly regulatory requirements set forth by SCAQl>rfJ) prior to demolitloll activitie.5. .

Canstnw!ion matmaL~ not iclentifiNl ill S-aJnpling schot\ulc must be l'Issutne.d lQ contain regulated concentration:. of a.~bestM. until proven Qtllervl'ise through Icpresentati\'(" sampling nnd J>.nlllysill.

The above discussion is only a brief summary of the information that is found in the full rcport(s) listed above. The report(s) should be read in their entirety to obtain a more complete undcrstanding of the information providcd, and to aid in any decisions or actions that may be made or taken based on that information. PEl assumes the information in the report(s) is accurate, unless specifical1y stated.

No other previous environmental documentation (Phase I ESAs, Phase II ESAs, etc.) conccrning the subject property was provided to PEl or reported to exist by the Client or Key Site Manager. It is possible information contained in prior reports (if any) could change PETs conclusions or recommendations herein. If previous environmental documentation becomes available to the Client or subject property owner, a copy should be provided to PEl for review. PEl reserves the right to alter its conclusions herein based upon such new information.

Since PEl cannot give legal advice or review these documents for potential legal issues, it may also be prudent to have appropriate legal counsel review these documents.

In addition, as discussed in ASTM EI527-2005, infonnation previously reviewed by another consultant is not required to be re-researched as long as that infonnation is believed to be accurate and completed in accordance with the AAI procedures and is not contradicted by new documentation. In the preparation of this report, PEl may have used certain information prcsented in the previous rcport(s), with verification or new research performed where appropriate. Reference is provided in the relevant section where such infonnation is used.

Phase J Environmcntal Site Assessment Pinnacle Environillental. Inc. 3421·3437 W Foothill Boulevard; Glcndale, CA Page 12
5127 of 5188
B. ADJOINING AND ADJACENT PROPERTIES
As discussed in ASTM E1527-2005, an adjoining property is any real property whose border is contiguous or partially contiguous with the subject property, or would be if the properties were not separated by a roadway, street or other public thoroughfare. For the purposes of this reporl, an adjacent property is any real property located within approximately one block or less of the subject property's border.

Specifically, the subject property is bordered by the following:

Northeast: Immediately by a park, containing subterranean Glendale utilities equipment and facilities, then by apparent residential dwellings.

Southeast: Immediately by a commercial-use property occupied by an auto sales business (3411 W. Foothill Blvd., formerly a Texaco gas station), then by the intersection of Foothill Blvd. and New York Ave.

Southwest: Immediately by Foothill Blvd., then by commercial-use properties, including auto service and a retail center (with dry cleaner).

Northwest: Immediately by eommercial-use properties including retail and auto service, then by Frederick Street.

C. USGS TOPOGRAPHIC MAP
The subject property's physical setting was researched employing a United States Geological Survey (USGS) 7.5 Minute Topographic Quadrangle (Quad) Map relevant to the subject propelty. The USGS 7.5 Minute Quad Map has an approximate scale of 1 inch to 2,000 feet. and shows physical features such as wetlands, roadways, mines, and buildings. The USGS

7.5 Minute Quad Map was used as the Standard Physical Setting Source, and is sufficient as a single reference. A copy is included in the appendix.

The most recent Burbank, California Quad Map (dated 1994) shows no physical features that are likely to environmentally impact the subject property. The subject property is identified as unspecified urban developed land (pink shading). No mines, wells, aboveground storage tanks, or wetlands were depicted in the immediate area of the subjeet property. The elevation of the subject property is approximately 1,660 to 1,670 feet above mean sea level with a moderate topographic gradient to the south.

D. GENERAL HYDROGEOLOGIC CHARACTERISTICS
The general area of the subject propelty is located within the extreme eastern edge of the San fernando Valley (within the local Verdugo Basin), which generally consists of alluvial fans extending southward from the San Gabriel Mountains to the north, and westward from a Phase I Environmental Site Assessment Pinnacle Environmental, Inc. 3421-3437 W. FoothJill3oulcvard; Glendale. CA Page 13 5128 of 5188 series of hills to the east. The subsurface features of the alluvial fans are related to erosion of the surround ing hills and mountains, resulting in the deposition of deep layers of alluvial deposits.

Although site-specific groundwater information for the subject property was unavailable, according to information obtained [rom the State Water Resources Control Board's on-line Geotracker database (www.geotracker.swrcb.ca.gov). the closest LUST site with available on-line groundwater data (Mobil #11-1PL [Glendale] at 3200 W. Foothill Blvd., located approximately one-third mile southeast of the subject property) indicates a reported depth to first groundwater of approximately ] 16-136 feet below ground surface. The available on-line data also indicates a general southerly direction of groundwater flow at that site. However, local groundwater can be influenced by several factors, and may not conform to the reported nearby pattern. Shallower perched groundwater zones may also occur.

Pinnacle Envl[(mmenlal, Inc. Phase I Environmental Site Assessment Page J 4 3421-3437 W. roothiJl Boulevard. Glendale, CA 5129 of 5188 SECTION IV.

HISTORICAL REVIEW

Thc site historical review is used to develop an understanding of the previous uses of the subject property and surrounding area in an effort to identify the likelihood of past uses. or activities having environmentally impacted, the subject property. The historical review consisted of a search of various public and privatc Standard Historical Sources, as detailed in the sections below.

As dcflllcd by ASTM E1527-2005, a Standard Historica I Source is considered complete if the information containcd within the source identifies all uses of the subject property from the time thc property was first used for residential, agricultural, commercial, industrial or governmental purposes. Ideally, the information should be available in either five-year intervals or sitc milestone events (i.e., initial construction activities. demolition activities. etc.). Howevcr, available public and private historical sources do not always fulfill this goal, in which case, the closest approximation is made based upon the sources readily available at the time of historical revie\v.

Historical Rel'iefv Summarv: From the historical information review discussed below, PEl concludes that the subject propelty was undeveloped from at least 1938 until at least 1967-68; however, it is possible a former residence located at 3433 Foothill Boulevard, may have been located on the subject property in the 1950s, although this was not confirmed from the sources reviewed. The subject property was initially structurally developed in 1967-68 with the two (2) subject structures (3421-3437 W. Foothill Blvd.) and one (I) additional structure.

This one (I) additional structure (3419 \Y. Foothill Blvd.) has since been removed. Most of the outlying propelties also appear to have been structurally developed during the 1950s with single- and multi-family structures. Most of the adjoining properties appear to have been developed in the 1960s and 1970s. Prior to the 1950s, most orthe neighboring properties were undeveloped land. No gasoline stations, major landfills, military bases, manufacturing facilities, or heavy industrial businesses were identified on the subject property.

A. AERIAL PHOTOGRAPH REVIEW
Aerial photographs were reviewed to evaluate past land-use patterns of the subject property and vicinity. The photos were supplied by Rupp Aerial Photo (1938, 1952, 1972, and 1985) and provided by the GlobeExplorer website (1989, 1994, and 2000) and the LivcSearch website (w\vw.maps.live.com, 2004 only). Copies of representative aerial photographs are included in the Site Maps appendix. This review revealed the following:
1938: The subject propelty appears undcveloped with numerous trees. The surrounding land usage also appears primarily undeveloped with some trees:
and apparent scattered single-family dwellings. Northeast, Northwest, and Southeast: immediately and further by undeveloped land. Southwest:
immediately by Foothill Blvd., then by orchards.

Phase I Environmcnl<:ll Sile Assessment Pinnack Environmental, loe 3421-3437 W Foothill Boulevard. Glendale. CA Page 15 5130 of 5188 1952: The subject property is covered with a dense canopy of tree growth. Due to the poor clarity of the photograph, it is unclear whether a smal I structure (e.g., residence noted in the building permit record at 3433 Foothill Blvd) is located on the site. Conditions at the most immediate adjoining properties appear similnr to those observed in the 1938 aerial photograph. A tract of homes is notcd to the northeast and somewhat greater dcvelopment is noted in the general area.
1972: The subject property appears developed with three commercial-type structures. The surrounding land usage also appears developed similar to the current usages. Northeast: immediately by a park, then by apparent multi.. family dwellings. Southeast: immediately by an apparent commercial-type structure (possible gas station), then by the intersection of Foothill Blvd. ancl New York Av. Southwest: immediately by Foothill Blvd., then by apparent pre-developed (graded) land. A possible gas station is noted to the south·· southeast. Northwest: immediately and further by commercial-type structures.
1985: Conditions at the subject property and adjoining properties appear similar to those observed in the 1972 aerial photograph, with the exception being the southwest property (across Foothill Blvd.) is now commercial developed. 1989: Conditions at the subject propeliy and adjoining properties appear similar to those obscrved in the 1985 aerial photograph.
1994: Conditions at the subject property and adjoining properties appear similar to those observed in the 1989 aerial photograph, with the exception that the:
building at the southeast corner of the subject property appears to have been removed.
2000: Conditions at the subject property and the adjoining properties appear similar to those observed in the 1994 aerial photograph.
2004: The subject property is occupied by the subject development and parking similar to that observed during the site visit. The surrounding land usage is also similar to that observed during the site visit.

B. BUILDING PERMIT REVIEW
In an effort to evaluate the official construction and demolition history of the subject properly, PEl reviewed city of Glendale Building Department (GBD) information for the subject propeli)' addresses. The following information was obtained:

Phase Pinl1,lde EnvironmC'nlal, InC' I Ell\' ironmcntal Site Assessment