B - Initial Study/MND - Correct Attach. H to Item#2 from 1.13.22 CC special mtg — Cupertino City Council, February 1, 2022 (part 3 of 4)

Silty Sand
3/10/2020
1 2 3 4
10163.1 10431.5 10709.8 10474.9
5905.7 5905.7 5905.7 5905.7
125.31 133.21 141.40 134.49
H-19 AE-9 H-25 H-30
126 125.6 127.5 127.3
457.8 442.3 389.9 456.2
438.12 416.95 362.65 413.46

19.68 25.35 27.25 42.74
312.12 291.35 235.15 286.16

6.31 8.70 11.59 14.94
117.88 122.55 126.72 117.01
126.72
12%
Weight Class A B C D Bulk Mass (lbs): 1015.3
Weight (lbs) 687.9 54.3 36.6 236.5
Percentage (%) 0.678 0.053 0.036 0.233
No Rammer Type: Mechanical
No
No
No
YES
No
Tested By: Reviewed By:

Signature: Signature:
#4 3/8" 3/4"
Method A:

Soil Compaction Data:
#REF!GIVO
Moisture Content %
Dry Unit Weight (pcf)
Weight of Mold (gr)
Wet Unit Weight (pcf)
Tare Number
Weight of Wet Soil & Tare (gr)
Weight of Dry Soil & Tare (gr)
Maximum Dry Density (Lbs/C.F):

List of Methods
1 Source:

Soil
FIELD
Type of Material:

Optimum Mositure (%):

Weight of Wet Soil & Mold (gr)
Weight of Water (gr)
Weight of Tare (gr)
Weight of Dry Soil (gr)
Page #:

Compaction Sample No.

Sample Date:

Report Date:

Project No:

Project Name:

Project Address:

Technician
Material Description:

Sampled by: MOBIN
CBR1
03102020 - 4134 - Soil - CBR1
Method A w/ Correction OR Method B:

Method B:

Method B w/ Correction OR Method C:

Method C:

Project No:

Project Name:

Project Address:

Technician:

Type of Material:

Source:

Sampled by: Sample Date:

Sample No: CBR1-1 CBR1-2 CBR1-3
Ht. of Sample: Disturbed Disturbed Disturbed
Tare No: CA - 19 CA - 22 CA - 21
Gross Wet Wt: 589.15 535.63 526.28
Gross Dry Wt: 562.13 514.41 505.99
Tare Wt: 336.93 336.73 337.93
Net Dry Wt: 225.20 177.68 168.06
Wt. of Water: 27.02 21.22 20.29
% Moisture 12% 12% 12%
Liners Dia
Density Factors
Dry Density
Tested By: Reviewed By:

Signature: Signature:

Sample Description:

C B R 2

California Bearing Ratio (CBR)
ASTM: D 1883 - AASHTO: T193-99
3/23/2020 AEC Project#:

Alan Enterprise Sample No.:

Page #: 4
Moisture (%)
After Soakingbefore Soaking
CA - 3
861.22
811.47
342.2
469.27

49.75 11
Remark:

Net Dry weight
Weight of Water
Tare Weight
Gross wet weight
Gross Dry Weight
Tare No
Expansion Ratio Determination
Sample Condition:

Initial Dial Gauge Reading, (in)
Difference, (in)
Initial Height of Specimen, (in)
Sample No CBR2-1
Surcharge Weight, (Lb) Expansion Ratio (ER):

24.947 25.509Wt. of Compacted Sample,
Mold and Base Plate, (Lb)
Wt. of Mold and Base Plate, (Lb) 15.822

9.125
Height of Speciment, (in3) 4.59
Vol. of Specimen, (in3)
Moisture Content, (%)
032320 - 4134 - L50 - NH
Cupertino
Report Date:
*Client:

Report ID:
*Project Address:
4134
CBR2-1
After SoakingBefore SoakingCondition of specimen
Density Data
6 Wt. of Sample, (Lb)
11 Dry Density, (Lbs/C.F) 123.99
NamiTested by (Name / Initial): Signature:NH
Water Content Data
10 4.59
0 0.048

0.048
Final Dial Gauge Reading, (in)
Date Prepared: 02/11/2019 Revision No: 1 Revised: 04/06/2019Form#: L-50 𝐸𝑅 = 0.048

4.59 = 1.045
2455 Autumnvale Drive, Unit E, San Jose, CA 95131, Tel: (408) 217-9174, Fax: (408) 217-9632 / www.achieveng.com California Bearing Ratio (CBR)
ASTM: D 1883 - AASHTO: T193-99
3/23/2020 AEC Project#:

Alan Enterprise Sample No.:

Page #: 5
Moisture (%)
After Soakingbefore Soaking
CA - 4
525.94
506.92
336.3
170.62

19.02 11
Remark:

Net Dry weight
Weight of Water
Tare Weight
Gross wet weight
Gross Dry Weight
Tare No
Expansion Ratio Determination
Sample Condition:

Initial Dial Gauge Reading, (in)
Difference, (in)
Initial Height of Specimen, (in)
Sample No CBR2-2
Surcharge Weight, (Lb) Expansion Ratio (ER):

27.418 27.697Wt. of Compacted Sample,
Mold and Base Plate, (Lb)
Wt. of Mold and Base Plate, (Lb) 17.558

9.86 Height of Speciment, (in3) 4.59
Vol. of Specimen, (in3)
Moisture Content, (%)
032320 - 4134 - L50 - NH
Cupertino
Report Date:
*Client:

0.048
Final Dial Gauge Reading, (in)
Date Prepared: 02/11/2019 Revision No: 1 Revised: 04/06/2019Form#: L-50 𝐸𝑅 = 0.048

Alan Enterprise Sample No.:

Page #: 6
Date Prepared: 02/11/2019 Revision No: 1 Revised: 04/06/2019Form#: L-50 11 Dry Density, (Lbs/C.F) 123.99
NamiTested by (Name / Initial): Signature:NH
Water Content Data
10 4.59
0 0.048

0.048
Final Dial Gauge Reading, (in)
After SoakingBefore SoakingCondition of specimen
Density Data
6 Wt. of Sample, (Lb)
032320 - 4134 - L50 - NH
Cupertino
Report Date:
*Client:

Report ID:
*Project Address:
4134
CBR2-1
Surcharge Weight, (Lb) Expansion Ratio (ER):

27.798 27.969Wt. of Compacted Sample,
Mold and Base Plate, (Lb)
Wt. of Mold and Base Plate, (Lb) 17.696

10.102
Height of Speciment, (in3) 4.59
Vol. of Specimen, (in3)
Moisture Content, (%)
Gross wet weight
Gross Dry Weight
Tare No
Expansion Ratio Determination
Sample Condition:

Initial Dial Gauge Reading, (in)
Difference, (in)
Initial Height of Specimen, (in)
Sample No CBR2-3
Net Dry weight
Weight of Water
Tare Weight
Moisture (%)
After Soakingbefore Soaking
CA - 5
416.63
408.8
337.02

71.78 7.83
11 Remark:

𝐸𝑅 = 0.048

4.59 = 1.045
2455 Autumnvale Drive, Unit E, San Jose, CA 95131, Tel: (408) 217-9174, Fax: (408) 217-9632 / www.achieveng.com

ELE International Page 1 of 2 California Bearing Ratio of Laboratory
Compacted Soils (CBR)

Client AEC Lab Ref
Project Alan Enterprise LLC Job 4134
Borehole CBR2 Sample CBR2-1

Test Details
Standard ASTM D1883-99 / AASHTO T193-98
Sample Type Bulk disturbed sample
Sample Description Silty Sand
Location Cupertino
Variations from Procedure None

Specimen & Equipment Details
Specimen Reference A Method of Sample
Preparation
ASTM D 1883
Diameter 6.0000 in
Height 4.5900 in
Dry Density before Soak 1.75 lb/ft3 Dry Density after Soak 1.75 lb/ft3 Surcharge Weight 10.0000 lb Comments
Moisture Content
Before Compaction 1.00 % After Compaction 11.00 %
Top 1” Layer after penetration 0.00 % Average after soak 17.84 %

Soaking Details
Soaking Time 96.00 hrs
Sample Weight after Soaking 9.6870 lb
Soaking Travel 0.0480 in
Swell 1.05 %

Tested By
and Date:

Nami 03/23/2020
Checked By
and Date:

A.F 03/23/2020
Approved By
and Date:

S.H 03/23/2020

ELE International Page 2 of 2 California Bearing Ratio of Laboratory
Compacted Soils (CBR)

Client AEC Lab Ref
Project Alan Enterprise LLC Job 4134
Borehole CBR2 Sample CBR2-1

ELE International Page 1 of 2 California Bearing Ratio of Laboratory
Compacted Soils (CBR)

Client AEC Lab Ref
Project Alan Enterprise LLC Job 4134
Borehole CBR2 Sample CBR2-2

Test Details
Standard ASTM D1883-99 / AASHTO T193-98
Sample Type Bulk disturbed sample
Sample Description Silty Sand
Location Cupertino
Variations from Procedure None

Specimen & Equipment Details
Specimen Reference B Method of Sample
Preparation
ASTM D 1883
Diameter 6.0000 in
Height 4.5900 in
Dry Density before Soak 1.89 lb/ft3 Dry Density after Soak 1.89 lb/ft3 Surcharge Weight 10.0000 lb Comments
Moisture Content
Before Compaction 1.00 % After Compaction 11.00 %
Top 1” Layer after penetration 0.00 % Average after soak 14.14 %

Soaking Details
Soaking Time 96.00 hrs
Sample Weight after Soaking 10.1390 lb
Soaking Travel 0.0480 in
Swell 1.05 %

Tested By
and Date:

Nami 03/23/2020
Checked By
and Date:

A.F 03/23/2020
Approved By
and Date:

S.H 03/23/2020

ELE International Page 2 of 2 California Bearing Ratio of Laboratory
Compacted Soils (CBR)

Client AEC Lab Ref
Project Alan Enterprise LLC Job 4134
Borehole CBR2 Sample CBR2-2

ELE International Page 1 of 2 California Bearing Ratio of Laboratory
Compacted Soils (CBR)

Client AEC Lab Ref
Project Alan Enterprise LLC Job 4134
Borehole CBR2 Sample CBR2-3

Test Details
Standard ASTM D1883-99 / AASHTO T193-98
Sample Type Bulk disturbed sample
Sample Description Silty Sand
Location Cupertino
Variations from Procedure None

Specimen & Equipment Details
Specimen Reference C Method of Sample
Preparation
ASTM D 1883
Diameter 6.0000 in
Height 4.5900 in
Dry Density before Soak 1.94 lb/ft3 Dry Density after Soak 1.94 lb/ft3 Surcharge Weight 10.0000 lb Comments
Moisture Content
Before Compaction 1.00 % After Compaction 11.00 %
Top 1” Layer after penetration 0.00 % Average after soak 12.88 %

Soaking Details
Soaking Time 96.00 hrs
Sample Weight after Soaking 10.2730 lb
Soaking Travel 0.0480 in
Swell 1.05 %

Tested By
and Date:

Nami 03/23/2020
Checked By
and Date:

A.F 03/23/2020
Approved By
and Date:

S.H 03/23/2020

ELE International Page 2 of 2 California Bearing Ratio of Laboratory
Compacted Soils (CBR)

Client AEC Lab Ref
Project Alan Enterprise LLC Job 4134
Borehole CBR2 Sample CBR2-3

LABORATORY COMPACTION (Modified)
(ASTM D1557)
3/10/2020
4134
Sample #: Alan Enterprise LLC
Sample ID: 22690 Stevens Creek BLVD, Cupertino
Curve No. GIVO

Page 1 of 2 ends

Silty Sand
3/10/2020
1 2 3 4
10206.8 10503.3 10591.2 10310.9
5905.7 5905.7 5905.7 5905.7
126.60 135.32 137.91 129.66
A-7 AE-21 H-31 H-8
134.2 126.3 127.9 129.5
451.4 453.8 433.5 444.4
431.75 425.35 400.95 402.1

19.65 28.45 32.55 42.3
297.55 299.05 273.05 272.6

6.60 9.51 11.92 15.52
118.75 123.57 123.22 112.24
123.99
11%
Weight Class A B C D Bulk Mass (lbs): 1058.7
Weight (lbs) 756.3 37.5 45.6 219.3
Percentage (%) 0.714 0.035 0.043 0.207
No Rammer Type: Mechanical
No
No
No
YES
No
Tested By: Reviewed By:

Signature: Signature:

Method A w/ Correction OR Method B:

Method B:

Method B w/ Correction OR Method C:

Method C:

Not Applicable:

Page #:

Compaction Sample No.

Sample Date:

Report Date:

Project No:

Project Name:

Project Address:

Technician
Material Description:

Sampled by: MOBIN
CBR2
03102020 - 4134 - Soil - CBR2
Optimum Mositure (%):

Weight of Wet Soil & Mold (gr)
Weight of Water (gr)
Weight of Tare (gr)
Weight of Dry Soil (gr)
2 Source:

Soil
FIELD
Type of Material:
#4 3/8" 3/4"
Method A:

Project No:

Project Name:

Project Address:

Technician:

Type of Material:

Source:

Sampled by: Sample Date:

Sample No: CBR2 - 1 CBR2 - 2 CBR2 - 3
Ht. of Sample: Disturbed Disturbed Disturbed
Tare No: CA - 3 CA - 4 CA - 5
Gross Wet Wt: 861.22 525.94 416.63
Gross Dry Wt: 811.47 506.92 408.80
Tare Wt: 342.20 336.30 337.02
Net Dry Wt: 469.27 170.62 71.78
Wt. of Water: 49.75 19.02 7.83
% Moisture 11% 11% 11%
Liners Dia
Density Factors
Dry Density
Tested By: Reviewed By:

Signature: Signature:
3/23/2020
4134
Alan Enterprise LLC
Cupertino
Nami
Soil Sample Description:

........................................................................................................................

A PPENDIX D :

P HASE I E NVIRONMENTAL S ITE

A SSESSMENT
........................................................................................................................

A c h i e v e m e n t E n g i n e e r i n g C o r p .

J u l y 2 9 , 2 0 1 9

A l a n E n t e r p r i s e L L C .

M r . A l i M o z a f a r i

R e f e r e n c e : P h a s e I E n v i r o n m e n t a l S i t e A s s e s s m e n t R e p o r t f o r 2 2 6 9 0 S t e v e n s C r e e k B o u l e v a r d , C u p e r t i n o , C a l i f o r n i a 9 5 0 1 4
( T h r e e p a r c e l s w i t h A P N s 3 4 2 - 1 4 - 0 4 , 3 4 2 - 1 4 - 0 5 , a n d 3 4 2 - 1 4 - 6 6 ) A E C P r o j e c t N o . 3 9 4 0

D e a r M r . M o z a f a r i :

A c h i e v e m e n t E n g i n e e r i n g C o r p . ( A E C ) i s p l e a s e d t o s u b m i t t h i s r e p o r t o f P h a s e I E n v i r o n m e n t a l S i t e A s s e s s m e n t ( E S A ) f o r t h e a b o v e - r e f e r e n c e d p r o j e c t . T h i s r e p o r t p r e s e n t s a r e v i e w o f t h e i n f o r m a t i o n c o l l e c t e d t h r o u g h h i s t o r i c a l r e s e a r c h a n d o u r s i t e v i s i t ( i n c l u d i n g i n t e r v i e w s ) a n d a s u m m a r y o f o u r p r o f e s s i o n a l j u d g m e n t b a s e d o n t h e i n f o r m a t i o n a v a i l a b l e .

W e a p p r e c i a t e t h e o p p o r t u n i t y t o b e o f s e r v i c e t o y o u o n t h i s p r o j e c t a n d w o u l d b e h a p p y t o d i s c u s s o u r f i n d i n g s w i t h y o u . W e l o o k f o r w a r d t o s e r v i n g a s y o u r e n v i r o n m e n t a l / g e o t e c h n i c a l e n g i n e e r o n y o u r f u t u r e p r o j e c t s .

R e s p e c t f u l l y ,

A C H I E V E M E N T E N G I N E E R I N G C O R P .

S a d a f S a f a a i , P E
P r o j e c t E n g i n e e r

C o p i e s : M r . A l i M o z a f a r i

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9

T A B L E O F C O N T E N T S

1 - E X E C U T I V E S U M M A R Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2 - P U R P O S E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 3 - M E T H O D O L O G Y U S E D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 4 - R E G U L A T O R Y R E V I E W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 S t a n d a r d E n v i r o n m e n t a l R e c o r d s R e v i e w e d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 S u r r o u n d i n g S i t e s S e a r c h r e s u l t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 4 - 2 - 1 - F e d e r a l C E R C L I S N F R A P : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 4 - 2 - 2 - S t a t e - a n d t r i b a l - e q u i v a l e n t C E R C L I S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 4 - 2 - 3 - S t a t e a n d t r i b a l l e a k i n g s t o r a g e t a n k l i s t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 0 4 - 2 - 4 - S t a t e a n d t r i b a l r e g i s t e r e d s t o r a g e t a n k l i s t s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 4 - 2 - 5 - S t a t e a n d t r i b a l v o l u n t a r y c l e a n u p s i t e s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 4 - 2 - 6 - L o c a l L i s t s o f H a z a r d o u s w a s t e / C o n t a m i n a t e d S i t e s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 4 - 2 - 7 - L o c a l L i s t s o f R e g i s t e r e d S t o r a g e T a n k s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3 4 - 2 - 8 - O t h e r A s c e r t a i n a b l e R e c o r d s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 4 4 - 2 - 9 - E D R H I G H R I S K H I S T O R I C A L R E C O R D S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 6 4 - 2 - 1 0 - U n m a p p e d a d d r e s s e s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 7 O T H E R R E G U L A T O R Y I N F O R M A T I O N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 7 F R E E D O M O F I N F O R M A T I O N A C T ( F O I A ) R E Q U E S T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 7 5 - P H Y S I C A L S E T T I N G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 8 T O P O G R A P H Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 8 S O I L S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 8 F L O O D P L A I N I N F O R M A T I O N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 8 G E O L O G Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 8 S U R F A C E W A T E R / G R O U N D W A T E R H Y D R O L O G Y . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 9 6 - H I S T O R I C A L R E V I E W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 0 P R E S E N T O W N E R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 0 A E R I A L P H O T O G R A P H S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 0 H I S T O R I C A L M A P S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 0 H I S T O R I C A L C H A I N O F T I T L E R E P O R T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 0 Z O N I N G A N D L A N D U S E R E C O R D S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 0 7 - S I T E R E C O N N A I S S A N C E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1 H A Z A R D O U S S U B S T A N C E S A N D C O N T A I N E R S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1 F A C I L I T Y S T O R A G E T A N K S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1 S O L I D W A S T E G E N E R A T I O N A N D D I S P O S A L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1 S T O R M W A T E R A N D W A S T E W A T E R S Y S T E M S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1 A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9

S U R F A C E A R E A S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 1 A R E A R E C O N N A I S S A N C E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 2 8 - A D D I T I O N A L E N V I R O N M E N T A L C O N C E R N S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3 W E T L A N D S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3 A I R E M I S S I O N S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 3 9 - F I N D I N G S A N D C O N C L U S I O N S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 4 1 0 - L I M I T A T I O N S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 7

A P P E N D I X A ! E D R R E P O R T
A P P E N D I X B ! T O P O G R A P H I C M A P S
A P P E N D I X C ! A E R I A L P H O T O G R A P H S A P P E N D I X D ! S A N B O R N M A P S
A P P E N D I X E ! C I T Y D I R E C T O R Y A B S T R A C T S A P P E N D I X F ! F O I A I N F O R M A T I O N
A P P E N D I X G ! S I T E P H O T O S
A P P E N D I X H ! S I T E M A P
A P P E N D I X I ! S I T E Z O N E M A P
A P P E N D I X J ! B U I L D I N G P E R M I T R E P O R T A P P E N D I X K ! T A X R E P O R T
A P P E N D I X L ! E N V I R O N M E N T A L L I E N

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9

1 - E X E C U T I V E S U M M A R Y

A c h i e v e m e n t E n g i n e e r i n g C o r p . ( A E C ) w a s r e t a i n e d b y A l a n E n t e r p r i s e L L C . t o p e r f o r m a P h a s e I E n v i r o n m e n t a l S i t e A s s e s s m e n t ( E S A ) o f t h e p r o p e r t y l o c a t e d a t 2 2 6 9 0 S t e v e n s C r e e k B o u l e v a r d , C u p e r t i n o , C a l i f o r n i a 9 5 0 1 4 ( T h r e e p a r c e l s w i t h A P N s 3 4 2 - 1 4 - 0 4 , 3 4 2 - 1 4 - 0 5 , a n d 3 4 2 - 1 4 - 6 6 ) . T h e f o l l o w i n g s u m m a r y h i g h l i g h t s t h e s i g n i f i c a n t f i n d i n g s a n d c o n c l u s i o n s r e p r e s e n t i n g o u r b e s t p r o f e s s i o n a l j u d g m e n t b a s e d o n t h e i n f o r m a t i o n a n d d a t a a v a i l a b l e t o u s d u r i n g t h e c o u r s e o f t h i s a s s e s s m e n t . T h e r e a d e r i s r e f e r r e d t o t h e r e p o r t t e x t f o r f u l l d e t a i l s .

P H Y S I C A L S E T T I N G

! T h e s u b j e c t s i t e i s l o c a t e d a t 2 2 6 9 0 S t e v e n s C r e e k B o u l e v a r d , C u p e r t i n o , C a l i f o r n i a 9 5 0 1 4 ( T h r e e p a r c e l s w i t h A P N s 3 4 2 - 1 4 - 0 4 , 3 4 2 - 1 4 - 0 5 , a n d 3 4 2 - 1 4 - 6 6 ) , w i t h c o o r d i n a t e s o f 3 7 ° 1 9 ! 1 8 . 2 7 ! ! N a n d 1 2 2 ° 4 ! 8 . 2 0 ! ! W .
! T h e t o p o g r a p h y o f t h e s u b j e c t i s r e l a t i v e l y f l a t a t t h e t a r g e t p r o p e r t y w i t h a n a v e r a g e e l e v a t i o n o f a p p r o x i m a t e l y 3 8 6 . 0 f e e t ( G e n e r a l t o p o g r a p h i c g r a d i e n t i s N N E ) . ! I t a p p e a r s t h a t t h e u p p e r s o i l n e a r t h e s i t e i s U r b a n L a n d , w i t h u n r e p o r t e d s u r f a c e t e x t u r e a n d d r a i n a g e c l a s s .
! R o c k s t r a t i g r a p h i c u n i t g e o l o g i c a g e i d e n t i f i c a t i o n i s a s f o l l o w s :

E r a : C e n o z o i c
C a t e g o r y : C o n t i n e n t a l D e p o s i t s S y s t e m : T e r t i a r y
S e r i e s : P l i o c e n e
C o d e : T p c ( d e c o d e d a b o v e a s E r a , S y s t e m & S e r i e s ) T h e s u b j e c t s i t e d o e s n o t c o n t a i n a n y e v i d e n c e o f j u r i s d i c t i o n a l n o n - t i d a l w e t l a n d s ( n a t i o n a l o r s t a t e ) .

H I S T O R I C A L D A T A

T h e s u b j e c t s i t e i s c u r r e n t l y o w n e d b y B a t e h B r o t h e r s L i q u o r s a n d M i n i M a r t ( G e o r g e a n d N a h i d a B a t e h ) a n d i s l o c a t e d o n t h e w e s t s o u t h c o r n e r o f S t e v e n s C r e e k B l v d . a n d F o o t h i l l B l v d . i n t e r s e c t i o n a t 2 2 6 9 0 S t e v e n s C r e e k B o u l e v a r d , C u p e r t i n o , C a l i f o r n i a 9 5 0 1 4 , w i t h i n m i x e d u s e p l a n d e v e l o p m e n t ( G e n e r a l C o m m e r c i a l ) z o n e o f C u p e r t i n o .

T h e s u b j e c t s i t e c o m p r i s e d o f t h r e e p a r c e l s w i t h a s s e s s o r p a r c e l n u m b e r ( A P N ) 3 4 2 - 1 4 - 0 4 , 3 4 2 - 1 4 - 0 5 , a n d 3 4 2 - 1 4 - 6 6 , w i t h a t o t a l a r e a o f a p p r o x i m a t e l y 0 . 7 5 a c r e . R e v i e w o f t h e h i s t o r i c a l d a t a a v a i l a b l e f o r t h e s u b j e c t s i t e r e v e a l s t h a t m o s t p r o b a b l y t h e d e v e l o p m e n t o f t h e s i t e a s i s t o o k p l a c e b e t w e e n 1 9 5 0 a n d 1 9 5 6 ( b a s e d o n a e r i a l p h o t o s ) , t h e f i r s t c i t y d i r e c t o r y l i s t i n g f o r t h i s A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
3 p r o p e r t y b e l o n g s t o 1 9 7 5 , b e f o r e t h a t , t h i s a d d r e s s d o e s n o t e x i s t i n 1 9 7 0 a n d 1 9 6 8 l i s t i n g s . B a t e h B r o t h e r s L i q u o r s a n d M i n i M a r t h a s b e e n l i s t e d i n 2 0 1 4 b a c k t o 1 9 8 0 l i s t i n g s . I n 1 9 7 5 d i r e c t o r y , a " # $ % & ! ' ( ) * + , # $ % - . # , / 0 # 1 2 3 , # 0 4 $ ' 5 0 0 % 6 ) ' 3 0 - 7 8 6 ' , $ % ) % 3 0 # 9 ) 0 : / , % - + / 3 0 - 5 1 , 3 4 0 # ' ) % ; < = > r e v e a l s t h a t b e f o r e 1 9 7 6 , t h e p l a c e w a s u s e d a s a b a r . N o b u i l d i n g p e r m i t w a s f o u n d i n d i c a t i n g a n y o t h e r u s e f o r t h i s p r o p e r t y . P e r a e r i a l p h o t o s , i n 1 9 3 9 a n o r c h a r d w a s i n t h e p r o p e r t y t h a t c a n n o t b e o b s e r v e d i n 1 9 5 0 a e r i a l p h o t o . S o m e t i m e b e t w e e n 1 9 3 9 a n d 1 9 5 0 t h e t r e e s w e r e g r a d u a l l y c l e a r e d , s t a r t i n g f r o m n o r t h t o s o u t h . T h e e x i s t e n c e o f f e r t i l i z e r s , p e s t i c i d e s a n d m e t a l s a r e p o s s i b l e i n t h e s h a l l o w s o i l d u e t o t h i s h i s t o r i c a l l a n d u s e .

A l s o , r e v i e w o f t h e h i s t o r i c a l d a t a f o r a d j a c e n t p r o p e r t i e s o f t h e s u b j e c t s i t e u s i n g t h e C i t y D i r e c t o r y A b s t r a c t ( r e f e r t o A p p e n d i x E ) p r o v i d e d b y E D R r e v e a l s t h a t f o r t h e m o s t p a r t , u s e s w e r e m i x e d r e s i d e n t i a l a n d c o m m e r c i a l ( a v e t e r i n a r y c l i n i c h a s e x i s t e d s i n c e ( a t l e a s t 1 9 8 9 ) a t 1 0 0 1 2 N .

F o o t h i l l B l v d . ) a n d B e a c o n S e r v i c e S t a t i o n h a s b e e n i n s e r v i c e u n d e r d i f f e r e n t n a m e s a s f o l l o w s :

1 9 9 5 - t o P r e s e n t - C u p e r t i n o B e a c o n S e r v i c e S t a t i o n , C u p e r t i n o A u t o C a r e 1 9 8 9 - F o o t h i l l M o b i l
1 9 8 1 - 1 9 8 4 - M c E l r o y M o b i l S e r v i c e 1 9 7 6 - D & D M o b i l S e r v i c e
1 9 7 1 - J o h n s M o b i l S e r v i c e , M o b i l O i l C o r p o r a t i o n 1 9 6 8 - J o h n s M o b i l

E N V I R O N M E N T A L L I E N

T h e s e a r c h b y E D R i n d i c a t e s t h a t n o e n v i r o n m e n t a l l i e n w a s f o u n d f o r t h e s u b j e c t p r o p e r t y . A l s o n o O T H E R A C T I V I T Y A N D U S E L I M I T A T I O N S ( A U L s ) w a s f o u n d f o r t h i s p r o p e r t y . T h e A p p e n d i x L e x h i b i t s t h e s e a r c h r e s u l t s .

S I T E R E C O N N A I S S A N C E

H a z a r d o u s M a t e r i a l s ! H a z a r d o u s c h e m i c a l s a n d / o r p r o d u c t s , a s d e f i n e d i n t h e C o d e o f F e d e r a l R e g u l a t i o n s 2 9 C F R 1 9 1 0 . 1 2 0 0 , i s n o t u s e d p e r r e c o r d a n d w a s n o t o b s e r v e d a t t h e s u b j e c t s i t e .

S t o r a g e T a n k s ! C u r r e n t l y , n o u n d e r g r o u n d s t o r a g e t a n k i s b e i n g u s e d a t t h e s u b j e c t s i t e . P e r P h a s e I p e r f o r m e d b y E I S i n M a r c h 2 0 1 7 , t h e c u r r e n t b u s i n e s s s t o r e d s m a l l q u a n t i t i e s o f p r o p a n e i n a l o c k e d m e t a l c a b i n e t a d j a c e n t t o t h e n o r t h e a s t e r n b u i l d i n g e x t e r i o r .

W a s t e G e n e r a t i o n ! A t t h e t i m e o f t h i s E S A , n o h a z a r d o u s o r r e g u l a t e d w a s t e s h a s b e e n o b s e r v e d a t t h e S i t e . D u m p s t e r s f o r d o m e s t i c w a s t e l o c a t e d a t t h e b a c k o f b u i l d i n g .

S u r f a c e A r e a s ! C u r r e n t l y , T h e s u b j e c t p r o p e r t y c o n s i s t s o f t h r e e c o n j o i n e d p a r c e l s t h a t f o r m a n L - s h a p e d a r e a o f a p p r o x i m a t e l y 0 . 7 5 - a c r e s . O n e 3 , 0 2 5 - S F c o m m e r c i a l s t r u c t u r e i s d e v e l o p e d o n t h e n o r t h e a s t e r n c o r n e r o f t h e p r o p e r t y . T h e b u i l d i n g i s c u r r e n t l y o c c u p i e d b y B a t e h B r o s L i q u o r s & M i n i M a r t . P a v e d a s p h a l t p a r k i n g s p a c e s a r e l o c a t e d o n t h e e a s t e r n p o r t i o n o f t h e S i t e . T h e r e s t o f t h e p r o p e r t y i s c u r r e n t l y a n u n d e v e l o p e d d i r t a n d g r a v e l l o t .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
4 A d j a c e n t P r o p e r t i e s ? A d j a c e n t p r o p e r t i e s a r e m i x e d u s e ( c o m m e r c i a l , s e r v i c e s a n d r e s i d e n t i a l s ) T w o m a j o r p r o p e r t i e s a r e B e a c o n S e r v i c e S t a t i o n a t 2 2 5 1 0 S t e v e n s C r e e k B l v d . a n d A r c a d i a V e t e r i n a r y a t 1 0 0 1 2 N . F o o t h i l l B l v d .

C O N C L U S I O N S
B a s e d o n t h e c u r r e n t l y a v a i l a b l e i n f o r m a t i o n , t h e s u b j e c t s i t e i s c u r r e n t l y o w n e d b y B a t e h B r o t h e r s L i q u o r s a n d M i n i M a r t ( G e o r g e a n d N a h i d a B a t e h ) , l o c a t e d a t 2 2 6 9 0 S t e v e n s C r e e k B o u l e v a r d , C u p e r t i n o , C A 9 5 0 1 4 w i t h i n m i x e d u s e p l a n d e v e l o p m e n t ( G e n e r a l C o m m e r c i a l ) z o n e o f C u p e r t i n o . T h e s i t e i t s e l f h a s n o t b e e n l i s t e d i n a n y d a t a b a s e s e a r c h e d .

I n M a y 2 0 1 7 E I S p e r f o r m e d a l i m i t e d P h a s e I I i n v e s t i g a t i o n a t t h i s p r o p e r t y t o a s s e s s t h e i m p a c t o f n e i g h b o r i n g s i t e ( C u p e r t i n o B e a c o n a t 2 2 5 1 0 S t e v e n s C r e e k ) a t t h i s p r o p e r t y . A b o v e - E S L b e n z e n e c o n c e n t r a t i o n i n s o i l v a p o r w a s f o u n d i n t h e b o r i n g s a t t h e s u b j e c t s i t e .

T h e r e i s o n e s i t e l i s t e d o n v a r i o u s d a t a b a s e s i n t h e c l o s e p r o x i m i t y t o a n d a t h i g h e r e l e v a t i o n o f t h e s u b j e c t s i t e ;

! S a n t a C l a r a C o u n t y F i r e S t a t i o n ( A l s o r e c o r d e d a s M o n t a V i s t a F i r e s t a t i o n ) a t 2 2 6 2 0 S t e v e n s C r e e k B l v d . , 3 3 2 f t . , w e s t o f t h e s u b j e c t s i t e .

T h e r e a r e t w o s i t e s i n t h e c l o s e p r o x i m i t y o f t h e s i t e , b u t a t l o w e r e l e v a t i o n s :

! C u p e r t i n o B e a c o n a t 2 2 5 1 0 S t e v e n s C r e e k , 1 8 0 f t . e a s t o f t h e s u b j e c t p r o p e r t y

! F o o t h i l l A u t o S e r v i c e s a t 1 0 1 2 1 N . F o o t h i l l , 6 2 0 f t . , n o r t h o f t h e s u b j e c t p r o p e r t y

T h e r e v i e w o f t h e a e r i a l p h o t o s a n d h i s t o r i c a l u s e o f t h e p r o p e r t y a s a n o r c h a r d f r o m a t l e a s t 1 9 3 9 t o 1 9 5 0 i n d i c a t e t h a t t h e r e i s a p o t e n t i a l t h a t m e t a l s a n d p e s t i c i d e s e x i s t i n s h a l l o w s i t e s o i l . A b o v e - E S L b e n z e n e c o n c e n t r a t i o n i n s o i l v a p o r w a s f o u n d i n t h e b o r i n g s a t t h e s u b j e c t s i t e i s a l s o a r e c o g n i z e d e n v i r o n m e n t a l c o n d i t i o n s . B e s i d e s , t h e o p e n L U S T c a s e a n d d o c u m e n t e d s o i l , g r o u n d w a t e r , a n d s o i l v a p o r c o n t a m i n a t i o n a t n e i g h b o r i n g p r o p e r t y 2 2 5 1 0 S t e v e n s C r e e k B o u l e v a r d ( C u p e r t i n o B e a c o n ) r e p r e s e n t s a n o f f s i t e c o n t r o l l e d r e c o g n i z e d e n v i r o n m e n t a l c o n d i t i o n . T o a s s e s s t h e i m p a c t s o f t h e n e i g h b o r i n g s i t e a t t h e s u b j e c t s i t e , c o n d u c t i n g a l i m i t e d P h a s e I I i n v e s t i g a t i o n i s r e c o m m e n d e d .

N o d i s t u r b e d s o i l a r e a s , d i s c o l o r e d o r p o l l u t e d w a t e r , u n u s u a l o r n o x i o u s , f l o o r d r a i n s , P C B c o n t a i n i n g t r a n s f o r m e r s o r n e a r b y f o r m e r r a i l r o a d t r a c k s w a s o b s e r v e d a t t h e s u b j e c t s i t e .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
5 2 - P U R P O S E

T h e p u r p o s e o f t h i s P h a s e I E S A i s l i m i t e d t o p r o v i d i n g a n a s s e s s m e n t o f c u r r e n t e n v i r o n m e n t a l c o n d i t i o n s a t t h e s u b j e c t s i t e , t o t h e e x t e n t f e a s i b l e , b a s e d o n t h e d a t a a v a i l a b l e a n d a s r e f e r e n c e d a s p a r t o f a n e s t a t e t r a n s a c t i o n p r o c e s s . T h e a s s e s s m e n t w a s c o n d u c t e d t o i d e n t i f y a n d h i g h l i g h t r e c o g n i z e d e n v i r o n m e n t a l c o n d i t i o n s ( R E C ) . R E C c a n b e d e f i n e d a s t h e p r e s e n c e o r l i k e l y p r e s e n c e o f a n y h a z a r d o u s s u b s t a n c e s o r p e t r o l e u m p r o d u c t s i n , o n , o r a t a p r o p e r t y : 1 ) d u e t o a n y r e l e a s e t o t h e e n v i r o n m e n t , 2 ) u n d e r c o n d i t i o n s i n d i c a t i v e o f a r e l e a s e t o t h e e n v i r o n m e n t ; o r 3 ) u n d e r c o n d i t i o n s t h a t p o s e a m a t e r i a l t h r e a t o f a f u t u r e r e l e a s e t o t h e e n v i r o n m e n t . D e m i n i m i s c o n d i t i o n s a r e n o t r e c o g n i z e d e n v i r o n m e n t a l c o n d i t i o n s . T h e f o l l o w i n g s c o p e o f w o r k w a s p e r f o r m e d t o i d e n t i f y R E C a s s o c i a t e d w i t h t h e s u b j e c t s i t e :

! A r e v i e w a n d e v a l u a t i o n o f f e d e r a l a n d s t a t e d a t a b a s e s s y s t e m s i n c l u d i n g F e d e r a l N P L , F e d e r a l D e l i s t e d N P L s i t e l i s t , F e d e r a l C E R C L I S , F e d e r a l R C R A ( C O R R A C T S a n d n o n - C O R R A C T S ) f a c i l i t i e s l i s t , F e d e r a l C E R C L I S N F R A P , F e d e r a l R C R A G e n e r a t o r l i s t , F e d e r a l i n s t i t u t i o n a l c o n t r o l s / e n g i n e e r i n g c o n t r o l s r e g i s t r i e s , F e d e r a l E R N S l i s t , S t a t e - a n d t r i b a l , S t a t e a n d t r i b a l l a n d f i l l a n d / o r s o l i d w a s t e d i s p o s a l s i t e l i s t s , S t a t e a n d t r i b a l l e a k i n g s t o r a g e t a n k l i s t s , S t a t e a n d t r i b a l r e g i s t e r e d s t o r a g e t a n k l i s t s , S t a t e a n d t r i b a l v o l u n t a r y c l e a n u p s i t e s a n d S t a t e a n d t r i b a l B r o w n f i e l d s s i t e s , L o c a l B r o w n f i e l d l i s t s , L o c a l L i s t s o f L a n d f i l l / S o l i d W a s t e D i s p o s a l S i t e s , L o c a l L i s t s o f H a z a r d o u s w a s t e / C o n t a m i n a t e d S i t e s , L o c a l L a n d R e c o r d s , R e c o r d s o f E m e r g e n c y R e l e a s e R e p o r t s , E D R H i g h R i s k H i s t o r i c a l R e c o r d s , E D R R e c o v e r e d G o v e r n m e n t A r c h i v e s a n d O t h e r A s c e r t a i n a b l e R e c o r d s , a s i n d i c a t e d i n A p p e n d i x A , p a g e s 6 a n d 7 .

! A n e v a l u a t i o n o f t h e p h y s i c a l c h a r a c t e r i s t i c s o f t h e s i t e i n c l u d i n g t o p o g r a p h y , g e o l o g y , s o i l t y p e , w e t l a n d s , a n d f l o o d p l a i n i n f o r m a t i o n .

! A r e v i e w a n d e v a l u a t i o n o f s t a n d a r d s p r a c t i c e d i n c l u d i n g h i s t o r i c a l i n f o r m a t i o n a v a i l a b l e f o r t h e s u b j e c t s i t e s u c h a s a e r i a l p h o t o g r a p h s , z o n i n g r e c o r d s a n d h i s t o r i c a l m a p s , r e v i e w i n g l a n d u s e s b y t h e a i d o f C i t y D i r e c t o r y .

! A s i t e v i s i t s e a r c h i n g f o r p h y s i c a l i n d i c a t i o n o f a n y c o n t a m i n a t i o n , d o c u m e n t i n g i t w i t h p h o t o g r a p h s a n d i n t e r v i e w s w i t h l a n d o w n e r / l o c a l p e o p l e w o r k i n g i n t h e a r e a l o o k i n g f o r h i s t o r y o f a n y c o n t a m i n a t i o n o r r e l e a s e .

! @ 0 9 ) 0 : , A 3 4 0 3 : , # 0 B , # 3 ' C D 4 $ ' 0 E F % 9 ) # , % G 0 % 3 $ 6 2 ) 3 0 8 ' ' 0 ' ' G 0 % 3 H ; ; I J < 2 3 0 9 0 % ' K # 0 0 & B o u l e v a r d , S a n t a C l a r a , K $ 6 ) A , # % ) $ L - $ 3 0 - M $ # / 4 ; < = > $ % - C P h a s e I I L i m i t e d S o i l , G r o u n d w a t e r , & S o i l V a p o r I n v e s t i g a t i o n R e p o r t , 2 2 6 9 0 S t e v e n s C r e e k B o u l e v a r d , C u p e r t i n o , C a l i f o r n i a L H d a t e d M a y 2 0 1 7 , b o t h p r e p a r e d b y E I S .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
6 3 - M E T H O D O L O G Y U S E D

T h e f o l l o w i n g a s s e s s m e n t a n d p e r t a i n i n g r e p o r t w e r e p r e p a r e d i n a c c o r d a n c e w i t h A S T M E 1 5 2 7 - 2 0 1 3 , S t a n d a r d P r a c t i c e f o r E n v i r o n m e n t a l S i t e A s s e s s m e n t : P h a s e I E n v i r o n m e n t a l S i t e A s s e s s m e n t P r o c e s s . W e u s e d t h e f o l l o w i n g m e t h o d s t o e v a l u a t e t h e e n v i r o n m e n t a l c o n d i t i o n s a t t h e s u b j e c t s i t e .

A r e v i e w o f t h e r e g u l a t o r y s t a t u s o f t h e s u b j e c t s i t e a s i t p e r t a i n s t o r e g u l a t e d a c t i v i t i e s i n v o l v i n g t h e u s e o f h a z a r d o u s c h e m i c a l s , t h e g e n e r a t i o n o f h a z a r d o u s w a s t e , t h e t r e a t m e n t , s t o r a g e , o r d i s p o s a l o f h a z a r d o u s w a s t e , o r t h e r e l e a s e o f r e g u l a t e d s u b s t a n c e s . A E C u s e d s e r v i c e s o f E n v i r o n m e n t a l D a t a R e s o u r c e s , I n c . ( E D R ) t o c o n d u c t t h e a p p r o p r i a t e r a d i u s s e a r c h e s o f t h e s u b j e c t s i t e o f t h i s r e p o r t i n c o n f o r m a n c e w i t h t h e s c o p e a n d l i m i t a t i o n s o f t h e a b o v e r e f e r e n c e d A S T M . T h e S t a n d a r d a p p r o x i m a t e m i n i m u m s e a r c h r e v i e w d i s t a n c e s r e q u i r e m e n t s a r e a s f o l l o w s ( T h e o n e s i n i t a l i c f o n t d o n o t h a v e s t a n d a r d d i s t a n c e s , b u t h a v e b e e n r e v i e w e d u n d e r t h e d i s t a n c e s s p e c i f i e d , i f a n y d a t a a v a i l a b l e f o r t h e s u b j e c t s i t e ) :

T o O n e ( 1 ) M i l e :

! F e d e r a l N a t i o n a l P r i o r i t i e s L i s t ( N P L ) . ! R e s o u r c e C o n s e r v a t i o n a n d R e c o v e r y A c t - T r e a t m e n t , S t o r a g e , a n d D i s p o s a l F a c i l i t i e s ( R C R A - T S D ) .
! F e d e r a l R C R A C O R R A C T S f a c i l i t i e s l i s t ! S t a t e - a n d t r i b a l - e q u i v a l e n t N P L ! N o t i f y 6 5
T o O n e - H a l f ( 0 . 5 ) o f a M i l e :

! F e d e r a l D e l i s t e d N P L s i t e l i s t ! F e d e r a l C E R C L I S l i s t
! F e d e r a l C E R C L I S N F R A P s i t e l i s t ! S o l i d W a s t e D i s p o s a l F a c i l i t i e s , A c t i v e a n d I n a c t i v e ( S W L F ) ! F e d e r a l R C R A n o n - C O R R A C T S T S D f a c i l i t i e s l i s t ! S t a t e - a n d t r i b a l - e q u i v a l e n t C E R C L I S ! S t a t e a n d t r i b a l l a n d f i l l a n d / o r s o l i d w a s t e d i s p o s a l s i t e l i s t s ! S t a t e a n d t r i b a l l e a k i n g s t o r a g e t a n k l i s t s ( L U S T ) ! S t a t e a n d t r i b a l v o l u n t a r y c l e a n u p s i t e s ! H I S T C O R T E S E
! L o c a l L i s t s o f H a z a r d o u s w a s t e / C o n t a m i n a t e d S i t e s T o O n e - Q u a r t e r ( 0 . 2 5 ) o f a M i l e :

! R C R A - S Q G
! R C R A - L Q G
A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
7 ! R C R A - C E S Q G
! L o c a l L i s t s o f R e g i s t e r e d S t o r a g e T a n k s ( S W E E P S , H I S T U S T , C A F I D U S T , C E R S T A N K S ) ! A v a i l a b l e S t a t e L i s t s o f U n d e r g r o u n d S t o r a g e T a n k s ( U S T s ) . ! C U P A L i s t i n g s
! D R Y C L E A N E R S
T o O n e - E i g h t h ( 0 . 1 2 5 ) o f a M i l e :

! E n v i r o n m e n t a l R e s p o n s e N o t i f i c a t i o n S y s t e m ( E R N S ) ! R e s o u r c e C o n s e r v a t i o n a n d R e c o v e r y A c t - L a r g e Q u a n t i t y G e n e r a t o r s ( R C R A - L g G e n ) ! R e s o u r c e C o n s e r v a t i o n a n d R e c o v e r y A c t - S m a l l Q u a n t i t y G e n e r a t o r s ( R C R A - S m G e n ) ! E D R H i s t C l e a n e r
! E D R H i s t A u t o l i s t
! F e d e r a l i n s t i t u t i o n a l c o n t r o l s / e n g i n e e r i n g c o n t r o l s r e g i s t r i e s A c o p y o f t h e E D R R e p o r t i s a t t a c h e d a s A p p e n d i x A . T h i s r e p o r t a l s o i n c l u d e s t h e t i m e t h a t i n f o r m a t i o n r e q u e s t e d , l a s t u p d a t e d b y E D R a n d l a s t u p d a t e d b y t h e o r i g i n a l r e f e r e n c e . ! A E C h a s f o r w a r d e d c o r r e s p o n d e n c e s t o S a n t a C l a r a D e p a r t m e n t o f E n v i r o n m e n t a l H e a l t h ( S C D E H ) a n d S a n t a C l a r a F i r e D e p a r t m e n t i n c o m p l i a n c e w i t h t h e F r e e d o m o f I n f o r m a t i o n A c t ( F O I A ) . T h e r e s u l t s o f a l l i n q u i r i e s w i l l b e d o c u m e n t e d i n A p p e n d i x F . D T S C ( D e p a r t m e n t o f T o x i c S u b s t a n c e s C o n t r o l ) A r c h i v e s w i l l a l s o b e c o n s u l t e d .

! H i s t o r i c a l r e s e a r c h o f t h e s u b j e c t s i t e b a c k t o y e a r 1 8 9 7 w a s c o n d u c t e d ( w h e n d a t a a v a i l a b l e ) .

T h e h i s t o r y o f s i t e d e v e l o p m e n t a n d u s a g e w a s d e v e l o p e d u s i n g t h e f o l l o w i n g h i s t o r i c a l s o u r c e s :
" A e r i a l p h o t o g r a p h s a v a i l a b l e f r o m E D R b a c k t o 1 9 3 9 . " C i t y d i r e c t o r i e s a v a i l a b l e f r o m E D R b a c k t o 1 9 6 8 . " H i s t o r i c a l T o p o g r a p h i c m a p s o b t a i n e d f r o m E D R b a c k t o 1 8 9 7 . " C e r t i f i e d S a n b o r n m a p s o b t a i n e d f o r t h i s a d d r e s s w a s n o t a v a i l a b l e .

A E C r e p r e s e n t a t i v e v i s u a l l y a n d p h y s i c a l l y o b s e r v e d t h e p e r i p h e r a l s u r f a c e a r e a s o f t h e s u b j e c t s i t e o n 2 7 J u l y , 2 0 1 9 . I n a d d i t i o n , t h e o b s e r v a t i o n s o f t h e a d j a c e n t p r o p e r t i e s t o i d e n t i f y h i g h - r i s k a n d c o n t a m i n a t i o n m i g r a t i o n c o n c e r n s w e r e m a d e b y a w a l k - t h r o u g h o f t h e a c c e s s i b l e s e c t i o n s o f t h e r e f e r e n c e d s i t e a n d i t s s u r r o u n d i n g s . A n i n t e r v i e w w a s c o n d u c t e d w i t h G e o r g e B a t e h t h e o w n e r o f t h e l i q u o r s t o r e a n d a m e c h a n i c w h o h a s w o r k e d i n C u p e r t i n o B e a c o n f o r a l m o s t 1 9 y e a r s w h i c h t h e r e s p o n s e s h a v e b e e n u s e d i n p r e p a r i n g t h i s r e p o r t .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
8 4 - R E G U L A T O R Y R E V I E W

S t a n d a r d E n v i r o n m e n t a l R e c o r d s R e v i e w e d .

T h e t a r g e t p r o p e r t y w a s n o t l i s t e d i n a n y o f t h e d a t a b a s e s s e a r c h e d b y E D R . A m o n g t h e s t a n d a r d d a t a b a s e s s e a r c h e d b y E D R , t h e f o l l o w i n g c a n b e n a m e d ( f o r f u l l d e t a i l s , s e e e n d o f A p p e n d i x A ) :

F e d e r a l N P L s i t e l i s t
N P L N a t i o n a l P r i o r i t y L i s t
P r o p o s e d N P L - P r o p o s e d N a t i o n a l P r i o r i t y L i s t S i t e s N P L L I E N S F e d e r a l S u p e r f u n d L i e n s F e d e r a l D e l i s t e d N P L s i t e l i s t D e l i s t e d N P L N a t i o n a l P r i o r i t y L i s t D e l e t i o n s F e d e r a l C E R C L I S l i s t
F E D E R A L F A C I L I T Y F e d e r a l F a c i l i t y S i t e I n f o r m a t i o n l i s t i n g S E M S S u p e r f u n d E n t e r p r i s e M a n a g e m e n t S y s t e m F e d e r a l C E R C L I S N F R A P s i t e l i s t S E M S - A R C H I V E : S u p e r f u n d E n t e r p r i s e M a n a g e m e n t S y s t e m A r c h i v e F e d e r a l R C R A C O R R A C T S f a c i l i t i e s l i s t C O R R A C T S C o r r e c t i v e A c t i o n R e p o r t F e d e r a l R C R A n o n - C O R R A C T S T S D f a c i l i t i e s l i s t R C R A - T S D F : R C R A - T r e a t m e n t , S t o r a g e a n d D i s p o s a l F e d e r a l R C R A g e n e r a t o r s l i s t
R C R A - L Q G R C R A - L a r g e Q u a n t i t y G e n e r a t o r s R C R A - C E S Q G R C R A - C o n d i t i o n a l l y E x e m p t S m a l l Q u a n t i t y G e n e r a t o r F e d e r a l i n s t i t u t i o n a l c o n t r o l s / e n g i n e e r i n g c o n t r o l s r e g i s t r i e s L U C I S L a n d U s e C o n t r o l I n f o r m a t i o n S y s t e m U S E N G C O N T R O L S E n g i n e e r i n g C o n t r o l s S i t e s L i s t U S I N S T C O N T R O L S i t e s w i t h I n s t i t u t i o n a l C o n t r o l s F e d e r a l E R N S l i s t
E R N S E m e r g e n c y R e s p o n s e N o t i f i c a t i o n S y s t e m S t a t e - a n d t r i b a l - e q u i v a l e n t N P L C A R E S P O N S E : S t a t e R e s p o n s e S i t e s S t a t e a n d t r i b a l l e a k i n g s t o r a g e t a n k l i s t s

I N D I A N L U S T
S t a t e a n d t r i b a l l a n d f i l l a n d / o r s o l i d w a s t e d i s p o s a l s i t e l i s t s S W F / L F S o l i d W a s t e I n f o r m a t i o n S y s t e m S t a t e a n d t r i b a l r e g i s t e r e d s t o r a g e t a n k l i s t s F E M A U S T U n d e r g r o u n d S t o r a g e T a n k L i s t i n g U S T C L O S U R E : P r o p o s e d C l o s u r e o f U n d e r g r o u n d S t o r a g e T a n k ( U S T ) C a s e s U S T : A c t i v e U S T F a c i l i t i e s
S t a t e a n d t r i b a l v o l u n t a r y c l e a n u p s i t e s I N D I A N V C P : V o l u n t a r y C l e a n u p P r i o r i t y L i s t i n g S t a t e a n d t r i b a l B r o w n f i e l d s s i t e s B R O W N F I E L D S C o n s i d e r e d B r o w n f i e l d s S i t e s L i s t i n g A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
9 A d d i t i o n a l E n v i r o n m e n t a l R e c o r d s a r e l i s t e d i n p a g e s 5 t o 7 , A p p e n d i x A .

S u r r o u n d i n g S i t e s S e a r c h r e s u l t s 4 - 2 - 1 - F e d e r a l C E R C L I S N F R A P :

S E M S - A R C H I V E : S E M S - A R C H I V E ( S u p e r f u n d E n t e r p r i s e M a n a g e m e n t S y s t e m A r c h i v e ) t r a c k s s i t e s t h a t h a v e n o f u r t h e r i n t e r e s t u n d e r t h e F e d e r a l S u p e r f u n d P r o g r a m b a s e d o n a v a i l a b l e i n f o r m a t i o n . T h e l i s t w a s f o r m e r l y k n o w n a s t h e C E R C L I S - N F R A P , r e n a m e d t o S E M S A R C H I V E b y t h e E P A i n 2 0 1 5 . E P A m a y p e r f o r m a m i n i m a l l e v e l o f a s s e s s m e n t w o r k a t a s i t e w h i l e i t i s a r c h i v e d i f s i t e c o n d i t i o n s c h a n g e a n d / o r n e w i n f o r m a t i o n b e c o m e s a v a i l a b l e . A r c h i v e d s i t e s h a v e b e e n r e m o v e d a n d a r c h i v e d f r o m t h e i n v e n t o r y o f S E M S s i t e s . A r c h i v e d s t a t u s i n d i c a t e s t h a t , t o 3 4 0 5 0 ' 3 , A F D 8 ! ' & % , : 6 0 - N 0 H $ ' ' 0 ' ' G 0 % 3 $ 3 $ ' ) 3 0 4 $ ' 5 0 0 % / , G B 6 0 3 0 - $ % - 3 4 $ 3 F D 8 4 $ ' d e t e r m i n e d n o f u r t h e r s t e p s w i l l b e t a k e n t o l i s t t h e s i t e o n t h e N a t i o n a l P r i o r i t i e s L i s t ( N P L ) , u n l e s s i n f o r m a t i o n i n d i c a t e s t h i s d e c i s i o n w a s n o t a p p r o p r i a t e o r o t h e r c o n s i d e r a t i o n s r e q u i r e a r e c o m m e n d a t i o n f o r l i s t i n g a t a l a t e r t i m e . T h e d e c i s i o n d o e s n o t n e c e s s a r i l y m e a n t h a t t h e r e i s n o h a z a r d a s s o c i a t e d w i t h a g i v e n s i t e ; i t o n l y m e a n s t h a t b a s e d u p o n a v a i l a b l e i n f o r m a t i o n , t h e l o c a t i o n i s n o t j u d g e d t o b e p o t e n t i a l N P L s i t e .

A r e v i e w o f t h e S E M S - A R C H I V E l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 4 / 1 1 / 2 0 1 9 h a s r e v e a l e d t h a t t h e r e i s 1 S E M S - A R C H I V E s i t e w i t h i n a p p r o x i m a t e l y 0 . 5 m i l e s o f t h e t a r g e t p r o p e r t y :

S E M S - A R C H I V E
E q u a l / H i g h e r
E l e v a t i o n
A d d r e s s D i r e c t i o n / D i s t a n c e

K A I S E R A L U M I N U M

F O I L
2 3 3 3 3 S T E V E N S C R E E K W 1 / 4 - 1 / 2 ( 0 . 3 6 6 m i . )

4 - 2 - 2 - S t a t e - a n d t r i b a l - e q u i v a l e n t C E R C L I S

K 8 F O P E @ Q 2 R Q @ S R 4 0 T 0 B $ # 3 G 0 % 3 , A R , U ) / 2 + 5 ' 3 $ % / 0 ' K , % 3 # , 6 ! ' V T R 2 K ! ' W 2 ) 3 0 M ) 3 ) N $ 3 ) , % $ % - X # , : % A ) 0 6 - ' @ 0 + ' 0 D # , N # $ G ! ' V 2 M X @ D ! ' W F n v i r o S t o r d a t a b a s e i d e n t i f i e s s i t e s t h a t h a v e k n o w n c o n t a m i n a t i o n o r s i t e s f o r w h i c h h e r e m a y b e r e a s o n s t o i n v e s t i g a t e f u r t h e r . T h e d a t a b a s e i n c l u d e s t h e f o l l o w i n g s i t e t y p e s : F e d e r a l S u p e r f u n d s i t e s ( N a t i o n a l P r i o r i t i e s L i s t ( N P L ) ) ; S t a t e R e s p o n s e , i n c l u d i n g M i l i t a r y F a c i l i t i e s a n d S t a t e S u p e r f u n d ; V o l u n t a r y C l e a n u p ; a n d S c h o o l s i t e s .

E n v i r o S t o r p r o v i d e s s i m i l a r i n f o r m a t i o n t o t h e i n f o r m a t i o n t h a t w a s a v a i l a b l e i n C a l S i t e s , a n d p r o v i d e s a d d i t i o n a l s i t e i n f o r m a t i o n , i n c l u d i n g , b u t n o t l i m i t e d t o , i d e n t i f i c a t i o n o f f o r m e r l y - c o n t a m i n a t e d p r o p e r t i e s t h a t h a v e b e e n r e l e a s e d f o r r e u s e , p r o p e r t i e s w h e r e e n v i r o n m e n t a l d e e d r e s t r i c t i o n s h a v e b e e n r e c o r d e d t o p r e v e n t i n a p p r o p r i a t e l a n d u s e s , a n d r i s k c h a r a c t e r i z a t i o n i n f o r m a t i o n t h a t i s u s e d t o a s s e s s p o t e n t i a l i m p a c t s t o p u b l i c h e a l t h a n d t h e e n v i r o n m e n t a t c o n t a m i n a t e d s i t e s .

A r e v i e w o f t h e C A E N V I R O S T O R l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 4 / 2 9 / 2 0 1 9 h a s r e v e a l e d t h a t t h e r e a r e 4 C A E N V I R O S T O R s i t e s w i t h i n a p p r o x i m a t e l y 1 m i l e o f t h e t a r g e t p r o p e r t y .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
1 0

C A E N V I R O S T O R
E q u a l / H i g h e r E l e v a t i o n
L o w e r E l e v a t i o n A d d r e s s D i r e c t i o n / D i s t a n c e K A I S E R A L U M I N U M A N D 2 3 3 3 3 S T E V E N S C R E E K W 1 / 4 - 1 / 2 ( 0 . 3 6 6 m i . ) K A I S E R C E M E N T C O R P 2 4 0 1 S T E V E N S C R E E K B W 1 / 2 - 1 ( 0 . 9 9 4 m i . )

C A E N V I R O S T O R
L o w e r E l e v a t i o n
L o w e r E l e v a t i o n A d d r e s s D i r e c t i o n / D i s t a n c e B L A C K B E R R Y F A R M P L A Y 2 1 9 7 9 S A N F E R N A N D O D E S E 1 / 4 - 1 / 2 ( 0 . 4 8 5 m i . ) A C R I A N I N C 1 0 1 3 1 B U B B R D E 1 / 2 - 1 ( 0 . 9 7 3 m i . )

4 - 2 - 3 - S t a t e a n d t r i b a l l e a k i n g s t o r a g e t a n k l i s t s C A L U S T : L e a k i n g U n d e r g r o u n d S t o r a g e T a n k ( L U S T ) S i t e s i n c l u d e d i n G e o T r a c k e r .

G e o T r a c k e r i s t h e W a t e r B o a r d s d a t a m a n a g e m e n t s y s t e m f o r s i t e s t h a t i m p a c t , o r h a v e t h e p o t e n t i a l t o i m p a c t , w a t e r q u a l i t y i n C a l i f o r n i a , w i t h e m p h a s i s o n g r o u n d w a t e r .

A r e v i e w o f t h e C A L U S T l i s t , a s p r o v i d e d b y E D R , h a s r e v e a l e d t h a t t h e r e a r e 7 C A L U S T s i t e s w i t h i n a p p r o x i m a t e l y 0 . 5 m i l e s o f t h e t a r g e t p r o p e r t y .

C A L U S T
E q u a l / H i g h e r E l e v a t i o n
E q u a l / H i g h e r A d d r e s s D i r e c t i o n / D i s t a n c e S A N T A C L A R A C O U N T Y F 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . ) M O N T A V I S T A S U B S T A T I 1 0 1 1 0 C A L I F O R N I A O A K N W 1 / 4 - 1 / 2 ( 0 . 3 2 7 m i . )

C A L U S T
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) A R C O # 6 1 8 2 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N . F O O T H I L L B O N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) F A C C I O L A R E S I D E N C E 2 2 3 7 1 C U P E R T I N O R D E N E 1 / 8 - 1 / 4 ( 0 . 1 8 9 m i . )

C A C P S - S L I C : C l e a n u p P r o g r a m S i t e s ( C P S ; a l s o k n o w n a s S i t e C l e a n u p s [ S C ] a n d f o r m e r l y k n o w n a s S p i l l s , L e a k s , I n v e s t i g a t i o n s , a n d C l e a n u p s [ S L I C ] s i t e s ) i n c l u d e d i n G e o T r a c k e r .

A r e v i e w o f t h e C A C P S - S L I C l i s t , a s p r o v i d e d b y E D R , h a s r e v e a l e d t h a t t h e r e a r e 2 C A C P S - S L I C s i t e s w i t h i n a p p r o x i m a t e l y 0 . 5 m i l e s o f t h e t a r g e t p r o p e r t y .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
1 1

C A C P S - S L I C
E q u a l / H i g h e r E l e v a t i o n
E q u a l / H i g h e r A d d r e s s D i r e c t i o n / D i s t a n c e K A I S E R A L U M I N U M A N D 2 3 3 3 3 S T E V E N S C R E E K W 1 / 4 - 1 / 2 ( 0 . 3 6 6 m i . ) P R I V A T E R E S I D E N C E P R I V A T E R E S I D E N C E S 1 / 4 - 1 / 2 ( 0 . 4 9 5 m i . )

C A H I S T L U S T : A l i s t i n g o f o p e n a n d c l o s e d l e a k i n g u n d e r g r o u n d s t o r a g e t a n k s . T h i s l i s t i n g i s n o l o n g e r u p d a t e d b y t h e c o u n t y . L e a k i n g u n d e r g r o u n d s t o r a g e t a n k s a r e n o w h a n d l e d b y t h e D e p a r t m e n t o f E n v i r o n m e n t a l H e a l t h .

A r e v i e w o f t h e C A H I S T L U S T l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 3 / 2 9 / 2 0 0 5 h a s r e v e a l e d t h a t t h e r e a r e 4 C A H I S T L U S T s i t e s w i t h i n a p p r o x i m a t e l y 0 . 5 m i l e s o f t h e t a r g e t p r o p e r t y .

C A H I S T L U S T
E q u a l / H i g h e r E l e v a t i o n
E q u a l / H i g h e r A d d r e s s D i r e c t i o n / D i s t a n c e S A N T A C L A R A C O U N T Y F 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . )

C A H I S T L U S T
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) A R C O # 6 1 8 2 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) F A C C I O L A R E S I D E N C E 2 2 3 7 1 C U P E R T I N O R D E N E 1 / 8 - 1 / 4 ( 0 . 1 8 9 m i . )

4 - 2 - 4 - S t a t e a n d t r i b a l r e g i s t e r e d s t o r a g e t a n k l i s t s

C A U S T : T h e U n d e r g r o u n d S t o r a g e T a n k d a t a b a s e c o n t a i n s r e g i s t e r e d U S T s . U S T s a r e r e g u l a t e d u n d e r S u b t i t l e I o f t h e R e s o u r c e C o n s e r v a t i o n a n d R e c o v e r y A c t ( R C R A ) . T h e d a t a / , G 0 A # , G 3 4 0 2 3 $ 3 0 Y $ 3 0 # @ 0 ' , + # / 0 ' K , % 3 # , 6 X , $ # - ! ' Z $ [ $ # - , + ' 2 + 5 ' 3 $ % / 0 2 3 , # $ N 0 K , % 3 $ ) % 0 # D a t a b a s e .

A r e v i e w o f t h e U S T l i s t , a s p r o v i d e d b y E D R , h a s r e v e a l e d t h a t t h e r e i s 1 U S T s i t e w i t h i n a p p r o x i m a t e l y 0 . 2 5 m i l e s o f t h e t a r g e t p r o p e r t y .

C A U S T
E q u a l / H i g h e r E l e v a t i o n
E q u a l / H i g h e r A d d r e s s D i r e c t i o n / D i s t a n c e M O N T A V I S T A F I R E S T A 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . )

C A U S T
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
1 2

C A U S T
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e B E A C O N S E R V I C E S T A T I 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) A R C O S E R V I C E S T A T I O N 1 0 1 2 1 N F O O T H I L L B L N 0 - 1 / 8 ( 0 . 1 1 9 m i . )

4 - 2 - 5 - S t a t e a n d t r i b a l v o l u n t a r y c l e a n u p s i t e s

C A V C P : C o n t a i n s l o w t h r e a t l e v e l p r o p e r t i e s w i t h e i t h e r c o n f i r m e d o r u n c o n f i r m e d r e l e a s e s a n d t h e p r o j e c t p r o p o n e n t s h a v e r e q u e s t t h a t D T S C o v e r s e e i n v e s t i g a t i o n a n d / o r c l e a n u p a c t i v i t i e s $ % - 4 $ 9 0 $ N # 0 0 - 3 , B # , 9 ) - 0 / , 9 0 # $ N 0 A , # T R 2 K ! ' / , ' 3 ' 7

A r e v i e w o f t h e C A V C P l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 4 / 2 9 / 2 0 1 9 h a s r e v e a l e d t h a t t h e r e i s 1 C A V C P s i t e w i t h i n a p p r o x i m a t e l y 0 . 5 m i l e s o f t h e t a r g e t p r o p e r t y .

C A V C P
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e B L A C K B E R R Y F A R M P L A Y 2 1 9 7 9 S A N F E R N A N D O D E S E 1 / 4 - 1 / 2 ( 0 . 4 8 5 m i . )

4 - 2 - 6 - L o c a l L i s t s o f H a z a r d o u s w a s t e / C o n t a m i n a t e d S i t e s

C A C E R S H A Z W A S T E : L i s t o f s i t e s i n t h e C a l i f o r n i a E n v i r o n m e n t a l P r o t e c t i o n A g e n c y ( C a l E P A ) R e g u l a t e d S i t e P o r t a l w h i c h f a l l u n d e r t h e H a z a r d o u s C h e m i c a l M a n a g e m e n t , H a z a r d o u s W a s t e O n s i t e T r e a t m e n t , H o u s e h o l d H a z a r d o u s W a s t e C o l l e c t i o n , H a z a r d o u s W a s t e G e n e r a t o r , a n d R C R A L Q H W G e n e r a t o r p r o g r a m s .

A r e v i e w o f t h e C A C E R S H A Z W A S T E l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 4 / 0 9 / 2 0 1 9 h a s r e v e a l e d t h a t t h e r e a r e 4 C A C E R S H A Z W A S T E s i t e s w i t h i n a p p r o x i m a t e l y 0 . 2 5 m i l e s o f t h e t a r g e t p r o p e r t y .

C A C E R S H A Z W A S T E
E q u a l / H i g h e r E l e v a t i o n
E q u a l / H i g h e r A d d r e s s D i r e c t i o n / D i s t a n c e D O N N A C O T N E R D D S 1 0 0 1 1 N F O O T H I L L B L N W 0 - 1 / 8 ( 0 . 0 2 1 m i . )

C A C E R S H A Z W A S T E
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) C U P E R T I N O A U T O R E P A I R 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) A C A D I A V E T E R I N A R Y C L 1 0 0 1 2 N F O O T H I L L B L N E 0 - 1 / 8 ( 0 . 0 3 8 m i . )

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
1 3

4 - 2 - 7 - L o c a l L i s t s o f R e g i s t e r e d S t o r a g e T a n k s

C A S W E E P S U S T : S t a t e w i d e E n v i r o n m e n t a l E v a l u a t i o n a n d P l a n n i n g S y s t e m . T h i s u n d e r g r o u n d s t o r a g e t a n k l i s t i n g w a s u p d a t e d a n d m a i n t a i n e d b y a c o m p a n y c o n t a c t e d b y t h e S W R C B i n t h e 0 $ # 6 1 = J J < ! ' 7 R 4 0 6 ) ' 3 ) % N ) ' % , l o n g e r u p d a t e d o r m a i n t a i n e d . T h e l o c a l a g e n c y i s t h e c o n t a c t f o r m o r e i n f o r m a t i o n o n a s i t e o n t h e S W E E P S l i s t .

A r e v i e w o f t h e C A S W E E P S U S T l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 6 / 0 1 / 1 9 9 4 h a s r e v e a l e d t h a t t h e r e a r e 4 C A S W E E P S U S T s i t e s w i t h i n a p p r o x i m a t e l y 0 . 2 5 m i l e s o f t h e t a r g e t p r o p e r t y .

C A S W E E P S U S T
E q u a l / H i g h e r E l e v a t i o n
E q u a l / H i g h e r A d d r e s s D i r e c t i o n / D i s t a n c e S A N T A C L A R A C O U N T Y F 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . )

C A S W E E P S U S T
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e B E A C O N S E R V I C E S T A T I 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N . F O O T H I L L B O N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) F A C C I O L A R E S I D E N C E 2 2 3 7 1 C U P E R T I N O R D E N E 1 / 8 - 1 / 4 ( 0 . 1 8 9 m i . )

C A H I S T U S T : H i s t o r i c a l U S T R e g i s t e r e d D a t a b a s e .

A r e v i e w o f t h e C A H I S T U S T l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 1 0 / 1 5 / 1 9 9 0 h a s r e v e a l e d t h a t t h e r e a r e 4 C A H I S T U S T s i t e s w i t h i n a p p r o x i m a t e l y 0 . 2 5 m i l e s o f t h e t a r g e t p r o p e r t y .

C A H I S T U S T
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e M O B I L S E R V I C E S T A T I O 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) ! " # $ % & $ % ' & I N C . 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) ! " # $ % & $ % ' & ( % ) " 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 9 m i . )

C A F I D U S T : T h e F a c i l i t y I n v e n t o r y D a t a b a s e c o n t a i n s a c t i v e a n d i n a c t i v e u n d e r g r o u n d s t o r a g e t a n k l o c a t i o n s . T h e s o u r c e i s t h e S t a t e W a t e r R e s o u r c e C o n t r o l B o a r d .

A r e v i e w o f t h e C A F I D U S T l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 1 0 / 3 1 / 1 9 9 4 h a s r e v e a l e d t h a t t h e r e i s 1 C A F I D U S T s i t e w i t h i n a p p r o x i m a t e l y 0 . 2 5 m i l e s o f t h e t a r g e t p r o p e r t y .

C A F I D U S T L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e M O B I L S E R V I C E S T A T I O 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . )

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
1 4

C A C E R S T A N K S : L i s t o f s i t e s i n t h e C a l i f o r n i a E n v i r o n m e n t a l P r o t e c t i o n A g e n c y ( C a l E P A ) R e g u l a t e d S i t e P o r t a l w h i c h f a l l u n d e r t h e A b o v e g r o u n d P e t r o l e u m S t o r a g e a n d U n d e r g r o u n d S t o r a g e T a n k r e g u l a t o r y p r o g r a m s .

A r e v i e w o f t h e C A C E R S T A N K S l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 4 / 0 9 / 2 0 1 9 h a s r e v e a l e d t h a t t h e r e a r e 2 C A C E R S T A N K S s i t e s w i t h i n a p p r o x i m a t e l y 0 . 2 5 m i l e s o f t h e t a r g e t p r o p e r t y .

C A C E R S T A N K S
E q u a l / H i g h e r E l e v a t i o n
E q u a l / H i g h e r A d d r e s s D i r e c t i o n / D i s t a n c e M O N T A V I S T A F I R E S T A 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . )

C A C E R S T A N K S
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . )

4 - 2 - 8 - O t h e r A s c e r t a i n a b l e R e c o r d s @ K @ 8 O , % . 0 % \ O ( @ S @ K @ 8 E % A , ) ' F D 8 ! ' / , G B # 0 4 0 % ' ) 9 0 ) % A , # G $ 3 ) , % ' 1 ' 3 0 G H B # , 9 ) - ) % N $ / / 0 ' ' t o d a t a s u p p o r t i n g t h e R e s o u r c e C o n s e r v a t i o n a n d R e c o v e r y A c t ( R C R A ) o f 1 9 7 6 a n d t h e H a z a r d o u s a n d S o l i d W a s t e A m e n d m e n t s ( H S W A ) o f 1 9 8 4 . T h e d a t a b a s e i n c l u d e s s e l e c t i v e i n f o r m a t i o n o n s i t e s w h i c h g e n e r a t e , t r a n s p o r t , s t o r e , t r e a t a n d / o r d i s p o s e o f h a z a r d o u s w a s t e a s d e f i n e d b y t h e R e s o u r c e C o n s e r v a t i o n a n d R e c o v e r y A c t ( R C R A ) . N o n - G e n e r a t o r s d o n o t p r e s e n t l y g e n e r a t e h a z a r d o u s w a s t e .

A r e v i e w o f t h e R C R A N o n G e n / N L R l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 3 / 2 5 / 2 0 1 9 h a s r e v e a l e d t h a t t h e r e a r e 4 R C R A N o n G e n / N L R s i t e s w i t h i n a p p r o x i m a t e l y 0 . 2 5 m i l e s o f t h e t a r g e t p r o p e r t y .

R C R A N o n G e n / N L R
E q u a l / H i g h e r E l e v a t i o n
E q u a l / H i g h e r A d d r e s s D i r e c t i o n / D i s t a n c e L I F E T I M E D E N T A L C A R E 1 0 0 1 1 N F O O T H I L L B L V N W 0 - 1 / 8 ( 0 . 0 2 1 m i . ) C A M B R I D G E P R O P E R T Y M 2 2 7 3 1 S T E V E N S C R E E K W 1 / 8 - 1 / 4 ( 0 . 1 7 4 m i . )

R C R A N o n G e n / N L R
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e C U P E R T I N O A U T O C A R E 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) D A V I D R A N N E L L S 1 0 0 7 3 A M A D O R O A K C O U N N W 1 / 8 - 1 / 4 ( 0 . 1 5 1 m i . )

C A C o r t e s e : T h e s i t e s f o r t h e l i s t a r e d e s i g n a t e d b y t h e S t a t e W a t e r R e s o u r c e C o n t r o l B o a r d ( L U S T ) , t h e I n t e g r a t e d W a s t e B o a r d ( S W F / L S ) , a n d t h e D e p a r t m e n t o f T o x i c S u b s t a n c e s C o n t r o l ( C a l - S i t e s ) .

A r e v i e w o f t h e C A C o r t e s e l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 3 / 2 5 / 2 0 1 9 h a s r e v e a l e d t h a t t h e r e i s 1 C A C o r t e s e s i t e w i t h i n a p p r o x i m a t e l y 0 . 5 m i l e s o f t h e t a r g e t p r o p e r t y .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
1 5

C A C o r t e s e
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . )

K 8 K ] D 8 ( ) ' 3 ) % N ' S 8 6 ) ' 3 ) % N , A ' ) 3 0 ' ) % / 6 + - 0 - ) % 3 4 0 / , + % 3 1 ! ' K 0 # 3 ) A ) 0 - ] % ) A ) 0 - D # , N # $ G 8 N 0 % / 1 - $ 3 $ 5 $ ' 0 7 K $ 6 ) A , # % ) $ ! ' 2 0 / # 0 3 $ # 1 A , # F % 9 ) # , % G 0 % 3 a l P r o t e c t i o n e s t a b l i s h e d t h e u n i f i e d h a z a r d o u s m a t e r i a l s a n d h a z a r d o u s w a s t e r e g u l a t o r y p r o g r a m a s r e q u i r e d b y c h a p t e r 6 . 1 1 o f t h e C a l i f o r n i a H e a l t h a n d S a f e t y C o d e . T h e U n i f i e d P r o g r a m c o n s o l i d a t e s t h e a d m i n i s t r a t i o n , p e r m i t s , i n s p e c t i o n s , a n d e n f o r c e m e n t a c t i v i t i e s .

A r e v i e w o f t h e C A C U P A L i s t i n g s l i s t , a s p r o v i d e d b y E D R , h a s r e v e a l e d t h a t t h e r e a r e 1 0 C A C U P A L i s t i n g s s i t e s w i t h i n a p p r o x i m a t e l y 0 . 2 5 m i l e s o f t h e t a r g e t p r o p e r t y .

C A C U P A
E q u a l / H i g h e r E l e v a t i o n
E q u a l / H i g h e r A d d r e s s D i r e c t i o n / D i s t a n c e D O N N A C O T N E R D D S 1 0 0 1 1 N F O O T H I L L B L N W 0 - 1 / 8 ( 0 . 0 2 1 m i . ) G A R F I E L D F A M I L Y C H I R 1 0 0 1 1 N F O O T H I L L B L N W 0 - 1 / 8 ( 0 . 0 2 1 m i . ) L I F E T I M E D E N T A L C A R E 1 0 0 1 1 N F O O T H I L L B L N W 0 - 1 / 8 ( 0 . 0 2 1 m i . )

C A C U P A
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) C U P E R T I N O A U T O C A R E 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) A C A D I A V E T E R I N A R Y C L 1 0 0 1 2 N F O O T H I L L B L N E 0 - 1 / 8 ( 0 . 0 3 8 m i . ) F O O T H I L L V A L E R O 1 0 1 2 1 N F O O T H I L L B L N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) F R E E M A N S A U T O S E R V I C 1 0 1 2 1 N F O O T H I L L B L N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N F O O T H I L L B L N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) A A A A U T O R E P A I R A N D 1 0 1 2 1 N F O O T H I L L B L N 0 - 1 / 8 ( 0 . 1 1 9 m i . )

C A H I S T C O R T E S E : T h e s i t e s f o r t h e l i s t a r e d e s i g n a t e d b y t h e S t a t e W a t e r R e s o u r c e C o n t r o l B o a r d [ L U S T ] , t h e I n t e g r a t e d W a s t e B o a r d [ S W F / L S ] , a n d t h e D e p a r t m e n t o f T o x i c S u b s t a n c e s C o n t r o l [ C A L S I T E S ] . T h i s l i s t i n g i s n o l o n g e r u p d a t e d b y t h e s t a t e a g e n c y .

A r e v i e w o f t h e C A H I S T C O R T E S E l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 4 / 0 1 / 2 0 0 1 h a s r e v e a l e d t h a t t h e r e a r e 5 C A H I S T C O R T E S E s i t e s w i t h i n a p p r o x i m a t e l y 0 . 5 m i l e s o f t h e t a r g e t p r o p e r t y .

C A H I S T C O R T E S E
E q u a l / H i g h e r E l e v a t i o n
E q u a l / H i g h e r A d d r e s s D i r e c t i o n / D i s t a n c e S A N T A C L A R A C O U N T Y F 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . ) K A I S E R A L U M I N U M A N D 2 3 3 3 3 S T E V E N S C R E E K W 1 / 4 - 1 / 2 ( 0 . 3 6 6 m i . )

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
1 6

C A H I S T C O R T E S E
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) A R C O # 6 1 8 2 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 3 m i . ) F A C C I O L A R E S I D E N C E 2 2 3 7 1 C U P E R T I N O R D E N E 1 / 8 - 1 / 4 ( 0 . 1 8 9 m i . )

C A H W P : D e t a i l e d i n f o r m a t i o n o n p e r m i t t e d h a z a r d o u s w a s t e f a c i l i t i e s a n d c o r r e c t i v e a c t i o n ( " c l e a n u p s " ) t r a c k e d i n E n v i r o S t o r .

A r e v i e w o f t h e C A H W P l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 5 / 2 0 / 2 0 1 9 h a s r e v e a l e d t h a t t h e r e i s 1 C A H W P s i t e w i t h i n a p p r o x i m a t e l y 1 m i l e o f t h e t a r g e t p r o p e r t y .

C A H W P
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e A C R I A N I N C 1 0 1 3 1 B U B B R D E 1 / 2 - 1 ( 0 . 9 7 3 m i . )

C A N o t i f y 6 5 : L i s t i n g s o f a l l P r o p o s i t i o n 6 5 i n c i d e n t s r e p o r t e d t o c o u n t i e s b y t h e S t a t e W a t e r R e s o u r c e s C o n t r o l B o a r d a n d t h e R e g i o n a l W a t e r Q u a l i t y C o n t r o l B o a r d . T h i s d a t a b a s e i s n o l o n g e r u p d a t e d b y t h e r e p o r t i n g a g e n c y .

A r e v i e w o f t h e C A N o t i f y 6 5 l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 3 / 1 8 / 2 0 1 9 h a s r e v e a l e d t h a t t h e r e i s 1 C A N o t i f y 6 5 s i t e w i t h i n a p p r o x i m a t e l y 1 m i l e o f t h e t a r g e t p r o p e r t y .

C A H I S T C O R T E S E
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e A R C O S E R V I C E S T A 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 9 m i . )

4 - 2 - 9 - E D R H I G H R I S K H I S T O R I C A L R E C O R D S 4 - 2 - 9 - 1 - E D R E x c l u s i v e R e c o r d s E D R H i s t A u t o : E D R h a s s e a r c h e d s e l e c t e d n a t i o n a l c o l l e c t i o n s o f b u s i n e s s d i r e c t o r i e s a n d h a s c o l l e c t e d l i s t i n g s o f p o t e n t i a l g a s s t a t i o n / f i l l i n g s t a t i o n / s e r v i c e s t a t i o n s i t e s t h a t w e r e a v a i l a b l e t o E D R r e ' 0 $ # / 4 0 # ' 7 F T @ ! ' # 0 9 ) 0 : : $ ' 6 ) G ) 3 0 - 3 , 3 4 , ' 0 / $ 3 0 N , # ) 0 ' , A ' , + # / 0 ' 3 4 $ 3 G ) N 4 3 H ) % F T @ ! ' o p i n i o n , i n c l u d e g a s s t a t i o n / f i l l i n g s t a t i o n / s e r v i c e s t a t i o n e s t a b l i s h m e n t s . T h e c a t e g o r i e s r e v i e w e d i n c l u d e d , b u t w e r e n o t l i m i t e d t o g a s , g a s s t a t i o n , g a s o l i n e s t a t i o n , f i l l i n g s t a t i o n , a u t o , a u t o m o b i l e r e p a i r , a u t o s e r v i c e s t a t i o n , s e r v i c e s t a t i o n , e t c . T h i s d a t a b a s e f a l l s w i t h i n a c a t e g o r y o f ) % A , # G $ 3 ) , % F T @ / 6 $ ' ' ) A ) 0 ' $ ' ^ Z ) N 4 @ ) ' & Z ) ' 3 , # ) / $ 6 @ 0 / , # - ' ^ H , # Z @ Z @ 7 F T @ ! ' Z @ Z @ 0 A A , # 3 p r e s e n t s u n i q u e a n d s o m e t i m e s p r o p r i e t a r y d a t a a b o u t p a s t s i t e s a n d o p e r a t i o n s t h a t t y p i c a l l y c r e a t e e n v i r o n m e n t a l c o n c e r n s , b u t m a y n o t s h o w u p i n c u r r e n t g o v e r n m e n t r e c o r d s s e a r c h e s .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
1 7

A r e v i e w o f t h e E D R H i s t A u t o l i s t , a s p r o v i d e d b y E D R , h a s r e v e a l e d t h a t t h e r e a r e 4 E D R H i s t A u t o s i t e s w i t h i n a p p r o x i m a t e l y 0 . 1 2 5 m i l e s o f t h e t a r g e t p r o p e r t y .

H i s t A u t o l i s t
L o w e r E l e v a t i o n
L o w e r A d d r e s s D i r e c t i o n / D i s t a n c e A C T I O N A U T O S E R V I C E 1 0 0 1 0 F O O T H I L L B L V D N E 0 - 1 / 8 ( 0 . 0 2 6 m i . ) J O H N S M O B I L S E R V I C E 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) A C E D A C R O S E R V I C E 1 0 1 2 1 F O O T H I L L N 0 - 1 / 8 ( 0 . 1 1 9 m i . )

4 - 2 - 1 0 - U n m a p p e d a d d r e s s e s
D u e t o p o o r o r i n a d e q u a t e a d d r e s s i n f o r m a t i o n , t h e f o l l o w i n g s i t e s w e r e n o t m a p p e d :

C A C D L
K a i s e r C e m e n t C o r p P e r m a n e n t e P l a n S E M S 1 x S t e v e n s C r e e k Q u a r r y C A H A Z N E T S t e v e n s C r e e k D a m F I N D S
B r i d g e 3 7 c 0 5 7 1 O v e r S t e v e n s C r e e k F I N D S S t e v e n s C r e e k Q u a r r y , I n c . U S M I N E S

O T H E R R E G U L A T O R Y I N F O R M A T I O N
I n a d d i t i o n t o t h e a b o v e r e f e r e n c e d d a t a b a s e s , E D R s u p p l i e d i n f o r m a t i o n f r o m n u m e r o u s e x i s t i n g g o v e r n m e n t d a t a b a s e s . T h e l i s t o f t h e d a t a b a s e s i s p r o v i d e d i n t h e a t t a c h e d E D R r e p o r t ( A p p e n d i x A ) .

F R E E D O M O F I N F O R M A T I O N A C T ( F O I A ) R E Q U E S T A E C h a s f o r w a r d e d c o r r e s p o n d e n c e s t o S a n t a C l a r a D e p a r t m e n t o f E n v i r o n m e n t a l H e a l t h ( S C D E H ) a n d S a n t a C l a r a F i r e D e p a r t m e n t i n c o m p l i a n c e w i t h t h e F r e e d o m o f I n f o r m a t i o n A c t ( F O I A ) . T h e r e s u l t s o f a l l i n q u i r i e s w i l l b e d o c u m e n t e d i n A p p e n d i x F . D T S C ( D e p a r t m e n t o f T o x i c S u b s t a n c e s C o n t r o l ) A r c h i v e s w i l l a l s o b e c o n s u l t e d .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
1 8

5 - P H Y S I C A L S E T T I N G

T O P O G R A P H Y

T h e U n i t e d S t a t e s G e o l o g i c a l S u r v e y ( U S G S ) m a p s w e r e r e v i e w e d . T h e t o p o g r a p h y o f t h e s u b j e c t s i t e i s r e l a t i v e l y f l a t a n d g e n e r a l t o p o g r a p h i c g r a d i e n t i s N N E . T h e s i t e i t s e l f i s a t a n a p p r o x i m a t e a v e r a g e e l e v a t i o n o f 3 8 6 . 0 f e e t a b o v e m e a n s e a l e v e l . E l e v a t i o n p r o f i l e s a r e p r o v i d e d i n A p p e n d i x A u n d e r p h y s i c a l s e t t i n g .

S O I L S

T h e S o i l S u r v e y o f t h e a r e a , a v a i l a b l e f r o m t h e U n i t e d S t a t e s D e p a r t m e n t o f A g r i c u l t u r e - N R C S w a s r e v i e w e d . I t a p p e a r s t h a t t h e u p p e r s o i l n e a r t h e s i t e i s U r b a n L a n d , w i t h u n r e p o r t e d s u r f a c e t e x t u r e a n d d r a i n a g e c l a s s .

F L O O D P L A I N I N F O R M A T I O N

T h e F e d e r a l E m e r g e n c y M a n a g e m e n t A g e n c y ( F E M A ) , t h r o u g h i t s N a t i o n a l F l o o d I n s u r a n c e P r o g r a m , h a s p u b l i s h e d F l o o d I n s u r a n c e R a t e M a p s t h a t d e l i n e a t e f l o o d z o n e s . F l o o d e v e n t s o f a m a g n i t u d e t h a t a r e e x p e c t e d t o b e e q u a l e d o r e x c e e d e d o n c e o n t h e a v e r a g e d u r i n g a n y 1 0 0 - y e a r , o r 5 0 0 - y e a r p e r i o d h a v e b e e n s e l e c t e d a s h a v i n g s p e c i a l s i g n i f i c a n c e f o r f l o o d p l a i n m a n a g e m e n t a n d f o r f l o o d i n s u r a n c e r a t e s . T h e s e e v e n t s , c o m m o n l y t e r m e d t h e 1 0 0 - a n d 5 0 0 - y e a r f l o o d s , h a v e a 1 a n d 0 . 2 p e r c e n t c h a n c e , r e s p e c t i v e l y , o f b e i n g e q u a l e d o r e x c e e d e d d u r i n g a n y y e a r . A l t h o u g h t h e r e c u r r e n c e i n t e r v a l r e p r e s e n t s t h e l o n g - t e r m a v e r a g e p e r i o d b e t w e e n f l o o d s o f a s p e c i f i c m a g n i t u d e , r a r e f l o o d s c o u l d o c c u r a t s h o r t i n t e r v a l s o r e v e n w i t h i n t h e s a m e y e a r . F E M A h a s m a d e d e l i n e a t i o n s b a s e d o n w h e t h e r a p a r t i c u l a r a r e a e x p e r i e n c e s m i n i m a l f l o o d i n g , i s w i t h i n t h e b o u n d a r y o f t h e 1 0 0 - y e a r f l o o d , o r i s w i t h i n t h e b o u n d a r y o f t h e 5 0 0 - y e a r f l o o d . T h e S i t e i s n o t e d o n F E M A M a p N u m b e r 0 6 0 8 5 C 0 2 0 4 H ( F E M A f i r m F l o o d d a t a ) . T h e s i t e i s n o t l o c a t e d w i t h i n 1 0 0 - y e a r b u t i t i s w i t h i n 5 0 0 - y e a r f l o o d z o n e .

G E O L O G Y

T h e p r o j e c t s i t e i s l o c a t e d w i t h i n t h e C o a s t R a n g e G e o m o r p h i c P r o v i n c e . L o c a l u p l i f t o f t h e S a n t a C r u z M o u n t a i n s w i t h i n t h e l a s t 2 t o 3 m i l l i o n y e a r s h a s o c c u r r e d d u e t o a r e s t r a i n i n g b e n d o f t h e S a n A n d r e a s F a u l t , p r o d u c i n g t r a n s p r e s s i o n a l f o r c e s a c r o s s t h e p l a t e b o u n d a r y . T h r u s t f a u l t s b o u n d t h e S a n A n d r e a s F a u l t a r e r e s p o n s i b l e f o r u p l i f t o f t h e r a n g e . T h e r a n g e i s c h a r a c t e r i z e d b y r u g g e d h i l l s w i t h m o d e r a t e r e l i e f , s t e e p v a l l e y s , a n d l o c a l l y s t e e p h i l l s i d e s a b u t t i n g d r a i n a g e s .

E a s t - f l o w i n g d r a i n a g e s r e s u l t i n d i s s e c t i o n o f t h e m o u n t a i n r a n g e a n d a l l u v i a l d e p o s i t i o n w i t h i n t h e S a n F r a n c i s c o B a y s t r u c t u r a l t r o u g h .

T h e s i t e i s l o c a t e d o n S E A R S P O I N T A S S E M B L A G E , T P c , C l a y s t o n e _ M a s s i v e t o l a m i n a t e d g r a y c l a y s t o n e .

R o c k s t r a t i g r a p h i c u n i t g e o l o g i c a g e i d e n t i f i c a t i o n i s a s f o l l o w s :

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
1 9

E r a : C e n o z o i c
C a t e g o r y : C o n t i n e n t a l D e p o s i t s S y s t e m : T e r t i a r y
S e r i e s : P l i o c e n e
C o d e : T p c ( d e c o d e d a b o v e a s E r a , S y s t e m & S e r i e s )

S U R F A C E W A T E R / G R O U N D W A T E R H Y D R O L O G Y

G r o u n d w a t e r f l o w d i r e c t i o n f o r a p a r t i c u l a r s i t e i s b e s t d e t e r m i n e d b y a q u a l i f i e d e n v i r o n m e n t a l p r o f e s s i o n a l u s i n g s i t e - s p e c i f i c w e l l d a t a . S i n c e a s c e r t a i n a b l e w e l l d a t a f o r t h e s u b j e c t s i t e i s n o t a v a i l a b l e , i t i s n e c e s s a r y t o r e l y o n E D R t o d e t e r m i n e g r o u n d w a t e r f l o w . E D R u t i l i z e d t h e i n f o r m a t i o n a v a i l a b l e f r o m f e d e r a l a n d s t a t e w e l l d a t a b a s e s f r o m t h e n e a r e s t w e l l s l o c a t e d n e a r t o t h e s u b j e c t s i t e . T h e d i r e c t i o n o f t h e f l o w f o r t h e e x i s t i n g w e l l s f a r t h e r f r o m t h e s u b j e c t s i t e t h a t c a n b e h e l p f u l i n d e c i d i n g i f t h e c o n t a m i n a t i o n c a n t r a v e l t o w a r d t h e s u b j e c t s i t e h a s b e e n p r e s e n t e d i n E D R , A p p e n d i x A , T C 5 7 2 2 9 5 8 . 2 s P a g e A - 6 . T h e g r o u n d w a t e r l e v e l s v a r y n e a r t h e s u b j e c t s i t e a n d h a s n o t b e e n r e p o r t e d i n E D R R e p o r t . T h e d i r e c t i o n o f f l o w , i n t h e v i c i n i t y o f t h e s i t e i s a l s o v a r i a b l e a n d i t h a s n o t b e e n r e p o r t e d i n t h e r e p o r t . P h a s e I I S u b s u r f a c e I n v e s t i g a t i o n R e p o r t f o r t h e s u b j e c t s i t e b y E I S , M a y 2 0 1 7 , i n d i c a t e d t h a t g r o u n d w a t e r w a s o b s e r v e d a t 2 1 . 6 t o 2 9 . 0 f t . b g s i n t h e t w o a d v a n c e d b o r i n g s .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
2 0

6 - H I S T O R I C A L R E V I E W

P R E S E N T O W N E R

T h e s u b j e c t s i t e i s c u r r e n t l y o w n e d b y B a t e h B r o t h e r s L i q u o r s a n d M i n i M a r k e t ( G e o r g e a n d N a h i d a B a t e h ) !

A E R I A L P H O T O G R A P H S

A r e v i e w o f h i s t o r i c a l a e r i a l p h o t o g r a p h s f o r t h e y e a r s 1 9 3 9 , 1 9 4 8 , 1 9 5 0 1 9 5 6 , 1 9 6 3 , 1 9 6 8 , 1 9 7 4 , 1 9 8 0 , 1 9 9 8 , 2 0 0 6 , 2 0 0 9 , 2 0 1 2 a n d 2 0 1 6 w a s p e r f o r m e d ( A p p e n d i x C ) . R e v i e w o f t h e h i s t o r i c a l d a t a a v a i l a b l e f o r t h e s u b j e c t s i t e r e v e a l s t h a t m o s t p r o b a b l y t h e d e v e l o p m e n t o f t h e s i t e a s i s t o o k p l a c e i n 1 9 5 3 ( b a s e d o n a e r i a l p h o t o s ) .

H I S T O R I C A L M A P S

S a n b o r n F i r e I n s u r a n c e m a p s w e r e r e q u e s t e d f r o m E D R . E D R c e r t i f i e d t h a t t h e c o m p l e t e h o l d i n g s o f t h e S a n b o r n L i b r a r y , L L C c o l l e c t i o n h a v e b e e n s e a r c h e d b a s e d o n t h e s u p p l i e d t a r g e t p r o p e r t y i n f o r m a t i o n a n d n o m a p f o r t h e s u b j e c t s i t e w a s f o u n d ( A p p e n d i x D ) .

T h e f i r s t c i t y d i r e c t o r y l i s t i n g f o r t h i s p r o p e r t y b e l o n g s t o 1 9 7 5 : ) 3 4 3 4 0 % $ G 0 , A " # $ % & ! ' ( ) * + , # $ % - g r o c e r y . B a t e h B r o t h e r s L i q u o r s h a s b e e n l i s t e d s i n c e 1 9 8 0 . N o b u i l d i n g p e r m i t i n d i c a t i n g a n y o t h e r l a n d - u s e w a s f o u n d i n t h e s e a r c h e d r e c o r d s . P e r a e r i a l p h o t o s , i n 1 9 3 9 a n o r c h a r d w a s i n t h e p r o p e r t y t h a t c a n n o t b e o b s e r v e d i n 1 9 5 0 a e r i a l p h o t o . S o m e t i m e b e t w e e n 1 9 3 9 a n d 1 9 5 0 t h e t r e e s w e r e g r a d u a l l y c l e a r e d , s t a r t i n g f r o m n o r t h t o s o u t h . T h e e x i s t e n c e o f f e r t i l i z e r s a n d p e s t i c i d e s a r e p o s s i b l e i n t h e s o i l d u e t o t h i s h i s t o r i c a l l a n d u s e .

H I S T O R I C A L C H A I N O F T I T L E R E P O R T

O b t a i n i n g a H i s t o r i c a l C h a i n o f T i t l e R e p o r t i s b e y o n d t h e s c o p e o f s e r v i c e s o f t h i s P h a s e I E S A r e p o r t f o r t h e s u b j e c t s i t e .

Z O N I N G A N D L A N D U S E R E C O R D S

B y r e v i e w i n g C u p e r t i n o z o n i n g m a p , t h e t a r g e t p r o p e r t y l o c a t e d a t 2 2 6 9 0 S t e v e n s C r e e k B o u l e v a r d i n m i x e d u s e p l a n d e v e l o p m e n t ( G e n e r a l C o m m e r c i a l ) z o n e o f C u p e r t i n o . ( R e f e r t o A p p e n d i x I ) .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
2 1

7 - S I T E R E C O N N A I S S A N C E

H A Z A R D O U S S U B S T A N C E S A N D C O N T A I N E R S

D u r i n g o u r s i t e v i s i t d a t e d 2 7 J u l y , 2 1 0 9 , n o p o o l s o r s u m p s c o n t a i n i n g p o s s i b l e h a z a r d o u s s u b s t a n c e s o r p e t r o l e u m p r o d u c t s w e r e o b s e r v e d .

F A C I L I T Y S T O R A G E T A N K S

O u r o b s e r v a t i o n s d i d n o t r e v e a l t h e p r e s e n c e o f a n y t a n k o n t h e s u b j e c t s i t e . I n a d d i t i o n , n o e v i d e n c e o f u n d e r g r o u n d p i p e l i n e s b i s e c t i n g t h e s u b j e c t s i t e w a s o b s e r v e d d u r i n g t h e s i t e v i s i t d a t e d 2 7 J u l y , 2 1 0 9 . N o c u r r e n t e v i d e n c e o f a b o v e g r o u n d g a s o l i n e o r d i e s e l s t o r a g e t a n k s w a s o b s e r v e d a t t h e s u b j e c t s i t e . T h e h i s t o r i c a l a n d r e g u l a t o r y r e c o r d r e v i e w r e v e a l e d n o e v i d e n c e o f a n y U S T s p r e v i o u s l y u s e d a t t h e p r o p e r t y . T h e c u r r e n t b u s i n e s s s t o r e d s m a l l q u a n t i t i e s o f p r o p a n e i n a l o c k e d m e t a l c a b i n e t a d j a c e n t t o t h e n o r t h e a s t e r n b u i l d i n g e x t e r i o r .

S O L I D W A S T E G E N E R A T I O N A N D D I S P O S A L

T h e p r o p e r t y i s c u r r e n t l y a l i q u o r s t o r e a n d p a r k i n g l o t a n d n o r e g u l a t e d s o l i d w a s t e i s g e n e r a t e d a t t h e p r o p e r t y . A D u m p s t e r f o r c o l l e c t i n g d o m e s t i c w a s t e s e x i s t s a t t h e p r o p e r t y .

S T O R M W A T E R A N D W A S T E W A T E R S Y S T E M S

S t o r m w a t e r f r o m p a v e d s u r f a c e a r e a s i s s l o p e d t o a p u b l i c d r a i n . O b s e r v a t i o n o f t h e s t o r m w a t e r s y s t e m d i d n o t i d e n t i f y a n y a b n o r m a l a c c u m u l a t i o n o f p e t r o l e u m r u n - o f f o r f o r e i g n m a t e r i a l . N o u n u s u a l b l o c k a g e s o f t h e s t o r m w a t e r c o n t r o l s y s t e m w e r e o b s e r v e d . P u b l i c w a t e r a n d s e w e r s e r v i c e s a r e a v a i l a b l e t o t h e a r e a . D u r i n g t h e E S A , n o w a s t e w a t e r p r e t r e a t m e n t o r d i s c h a r g e c o n t r o l d e v i c e s w e r e o b s e r v e d o r r e p o r t e d . T h e s u b j e c t s i t e d i d n o t c o n t a i n a n y p i t s , p o n d s , o r l a g o o n s .

S U R F A C E A R E A S

T h e s u b j e c t p r o p e r t y c o n s i s t s o f t h r e e c o n j o i n e d p a r c e l s t h a t f o r m a n L - s h a p e d a r e a o f a p p r o x i m a t e l y 0 . 7 5 - a c r e s . O n e 3 , 0 2 5 - S F c o m m e r c i a l s t r u c t u r e i s d e v e l o p e d o n t h e n o r t h e a s t e r n c o r n e r o f t h e p r o p e r t y . T h e b u i l d i n g i s c u r r e n t l y o c c u p i e d b y B a t e h B r o s L i q u o r s & M i n i M a r t .

P a v e d a s p h a l t p a r k i n g s p a c e s a r e l o c a t e d o n t h e e a s t e r n p o r t i o n o f t h e S i t e . T h e r e s t o f t h e p r o p e r t y i s c u r r e n t l y a n u n d e v e l o p e d d i r t a n d g r a v e l l o t .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
2 2

A R E A R E C O N N A I S S A N C E

D u r i n g t h e s i t e v i s i t d a t e d 2 7 J u l y , 2 1 0 9 , o b s e r v a t i o n s w e r e m a d e o f t h e a d j a c e n t p r o p e r t i e s .

T h e s e o b s e r v a t i o n s w e r e m a d e t o i d e n t i f y r e c o g n i z e d e n v i r o n m e n t a l c o n d i t i o n s t h a t h a v e t h e p o t e n t i a l f o r i m p a c t i n g t h e s u b j e c t s i t e . N o i s s u e s o f e n v i r o n m e n t a l c o n c e r n w e r e o b v i o u s a s t h e s i t e v i s i t w a s c o n d u c t e d e x c e p t e x i s t e n c e o f a C u p e r t i n o B e a c o n ( F o r m e r l y F o o t h i l l M o b i l ) t h a t i s w i t h i n 1 8 0 f t . r a d i u s , b u t a t a l o w e r e l e v a t i o n o f t h e s u b j e c t s i t e .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
2 3

8 - A D D I T I O N A L E N V I R O N M E N T A L C O N C E R N S

W E T L A N D S

W e t l a n d s i n c l u d e f r e s h w a t e r m a r s h e s , w e t m e a d o w s , b o g s , s h r u b s w a m p s , w o o d e d s w a m p s , b o t t o m l a n d h a r d w o o d f o r e s t s , s h a l l o w p o n d s , s e e p a g e a r e a s , a n d s p r i n g s . T h e y r a n g e i n s i z e f r o m s m a l l i s o l a t e d d e p r e s s i o n s s u r r o u n d e d b y u p l a n d s t o l a r g e c o m p l e x e s t h o u s a n d s o f a c r e s i n s i z e o n t h e f l o o d p l a i n s o f m a j o r r i v e r s . R e v i e w o f t h e a v a i l a b l e s i t e i n f o r m a t i o n d i d n o t i d e n t i f y a n y j u r i s d i c t i o n a l w e t l a n d s ( S t a t e W e t l a n d s o r N a t i o n a l W e t l a n d s I n v e n t o r y ) a t t h e s u b j e c t s i t e .

A I R E M I S S I O N S

N o a c t i v i t y g e n e r a t i n g a n y a i r e m i s s i o n w a s r e c o g n i z e d b y t h e l a n d u s e i n t h e s u b j e c t s i t e .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
2 4

9 - F I N D I N G S A N D C O N C L U S I O N S

A E C p e r f o r m e d a P h a s e I E n v i r o n m e n t a l S i t e A s s e s s m e n t i n c o n f o r m a n c e w i t h t h e s c o p e a n d l i m i t a t i o n s o f A S T M P r a c t i c e E 1 5 2 7 - 1 3 P h a s e I E n v i r o n m e n t a l S i t e A s s e s s m e n t P r o c e s s o f t h e p r o p e r t y l o c a t e d a t 2 2 6 9 0 S t e v e n s C r e e k B o u l e v a r d , C u p e r t i n o , C A 9 5 0 1 4 , ( T h r e e p a r c e l s w i t h A P N s 3 4 2 - 1 4 - 0 4 , 3 4 2 - 1 4 - 0 5 , a n d 3 4 2 - 1 4 - 6 6 ) . A n y e x c e p t i o n s t o , o r d e l e t i o n s f r o m t h i s p r a c t i c e a r e d e s c r i b e d i n S e c t i o n 1 0 . 0 o f t h i s r e p o r t . A E C h a s a d d i t i o n a l l y m a d e t h e f o l l o w i n g o b s e r v a t i o n s :

B a s e d o n t h e c u r r e n t l y a v a i l a b l e i n f o r m a t i o n , t h e s u b j e c t s i t e i s c u r r e n t l y o w n e d b y B a t e h B r o t h e r s L i q u o r s a n d M i n i M a r t ( G e o r g e a n d N a h i d a B a t e h ) , l o c a t e d a t 2 2 6 9 0 S t e v e n s C r e e k B o u l e v a r d , C u p e r t i n o , C A 9 5 0 1 4 w i t h i n m i x e d u s e p l a n d e v e l o p m e n t ( G e n e r a l C o m m e r c i a l ) z o n e o f C u p e r t i n o . T h e s i t e i t s e l f h a s n o t b e e n l i s t e d i n a n y d a t a b a s e s e a r c h e d .

I n M a y 2 0 1 7 E I S p e r f o r m e d a l i m i t e d P h a s e I I i n v e s t i g a t i o n a t t h i s p r o p e r t y t o a s s e s s t h e i m p a c t o f n e i g h b o r i n g s i t e ( C u p e r t i n o B e a c o n a t 2 2 5 1 0 S t e v e n s C r e e k ) a t t h i s p r o p e r t y :

E I S a d v a n c e d t w o e x p l o r a t o r y s o i l b o r i n g s o n t h e s u b j e c t p r o p e r t y t o c o l l e c t s o i l , g r o u n d w a t e r , a n d o i l v a p o r s a m p l e s o n M a y 2 , 2 0 1 7 . E I S c o n c l u d e d a s f o l l o w e d :

! S o i l s e n c o u n t e r e d d u r i n g t h e i n v e s t i g a t i o n i n c l u d e d i n t e r b e d d e d g r a v e l l y s a n d , s i l t y s a n d , s a n d y g r a v e l , c l a y e y s a n d , a n d s a n d y s i l t t o a n e x p l o r e d d e p t h o f a p p r o x i m a t e l y 3 4 f t . b g s .

G r o u n d w a t e r w a s e n c o u n t e r e d i n b o r e h o l e s S B - 1 a n d S B - 2 a t d e p t h s o f 2 1 . 6 1 a n d 2 9 . 0 9 f t . b g s , r e s p e c t i v e l y .

! T h e r e w e r e n o d e t e c t a b l e c o n c e n t r a t i o n s o f T P H - g , B T E X o r M T B E i n t h e s o i l o r g r o u n d w a t e r s a m p l e s .

! S o i l s a m p l e S B - ; ` ; a ! H / , 6 6 0 / 3 0 - A # , G - ) # 0 / 3 6 1 3 , 3 4 0 0 $ ' 3 , A 3 4 0 2 ) 3 0 6 ) * + , # ' 3 , # 0 H / , % 3 $ ) % 0 - T P H - d a t 1 . 9 m g / k g a n d T P H - o a t 1 1 m g / k g . B o t h c o n c e n t r a t i o n s a r e b e l o w a p p l i c a b l e E S L s f o r r e s i d e n t i a l a n d c o m m e r c i a l / i n d u s t r i a l u s e s .

! G r o u n d w a t e r s a m p l e S B - 2 , c o l l e c t e d d i r e c t l y t o t h e e a s t o f t h e S i t e l i q u o r s t o r e , c o n t a i n e d T P H - d a t 3 1 0 b N \ ( $ % - R D Z - , $ 3 I ; < b N \ ( 7 X , 3 4 / , % / 0 % 3 # $ 3 ) , % ' 0 U / 0 0 - 3 4 0 $ B B 6 ) / $ 5 6 0 E S L , A = c < b N \ ( 7 R D Z - d a n d T P H - o w e r e n o t d e t e c t e d i n t h e g r o u n d w a t e r s a m p l e c o l l e c t e d f r o m b o r i n g S B - 2 .

! S o i l v a p o r s a m p l e S B - = ` c ! H / , 6 6 0 / 3 0 - A # , G 3 4 0 $ ' B 4 $ 6 3 - p a v e d p a r k i n g l o t i n t h e s o u t h e a s t e r n B , # 3 ) , % , A 3 4 0 2 ) 3 0 H / , % 3 $ ) % 0 - R D Z $ 3 ; < H < < < b N \ G d $ % - 5 0 % [ 0 % 0 $ 3 J d < b N \ G d 7 R 4 0 5 0 % [ 0 % 0 c o n c e n t r a t i o n e x c e e d s t h e a p p l i c a b l e E S L s f o r r e s i d e n t i a l a n d c o m m e r c i a l / i n d u s t r i a l u s e s . T h e T P H c o n c e n t r a t i o n i s b e l o w t h e a p p l i c a b l e T P H - g E S L s .

T P H a n d b e n z e n e w e r e n o t d e t e c t e d a b o v e l a b o r a t o r y r e p o r t i n g l i m i t s i n s o i l v a p o r s a m p l e S B - ; ` c ! / , 6 6 0 / 3 0 - 0 $ ' 3 , A 3 4 0 S i t e l i q u o r s t o r e .

T h e r e i s o n e s i t e l i s t e d o n v a r i o u s d a t a b a s e s i n t h e c l o s e p r o x i m i t y t o a n d a t h i g h e r e l e v a t i o n o f t h e s u b j e c t s i t e ;

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
2 5

1 - S a n t a C l a r a C o u n t y F i r e S t a t i o n ( A l s o r e c o r d e d a s M o n t a V i s t a F i r e s t a t i o n ) a t 2 2 6 2 0 S t e v e n s C r e e k B l v d . , 3 3 2 f t . , w e s t o f t h e s u b j e c t s i t e

T h i s s i t e i s a c l o s e d c l e a n u p s i t e . T h e l e a k ( d i e s e l ) w a s r e p o r t e d i n 1 9 9 7 a n d t h e c a s e r e p o r t e d c l o s e d i n 1 9 9 8 . T h e f a c i l i t y c u r r e n t l y o w n s a U S T , b u t n o l e a k a g e o r v i o l a t i o n f o u n d i n t h e r e c o r d .

T h e r e a r e t w o s i t e s i n t h e c l o s e p r o x i m i t y o f t h e s i t e , b u t a t l o w e r e l e v a t i o n s :

2 - C u p e r t i n o B e a c o n a t 2 2 5 1 0 S t e v e n s C r e e k , 1 8 0 f t . e a s t o f t h e s u b j e c t p r o p e r t y

T h i s p r o p e r t y l o c a t e d e a s t a c r o s s t h e s t r e e t f r o m t h e s u b j e c t s i t e , h a s h i s t o r i c a l l y b e e n o c c u p i e d b y m u l t i p l e f u e l s e r v i c e s t a t i o n s a n d a u t o r e p a i r b u s i n e s s e s s i n c e 1 9 6 8 . F o r m e r o c c u p a n t s i n c l u d e C u p e r t i n o B e a c o n s e r v i c e s t a t i o n a n d C u p e r t i n o A u t o C a r e f r o m a t l e a s t 1 9 9 5 t o p r e s e n t , F o o t h i l l M o b i l i n 1 9 8 9 , M c E l r o y M o b i l S e r v i c e f r o m 1 9 8 1 t o 1 9 8 4 , D & D M o b i l S e r v i c e i n 1 9 7 6 , a n d J o h n s M o b i l S e r v i c e f r o m a t l e a s t 1 9 6 8 t o 1 9 7 1 . T h e r e i s c u r r e n t l y a n o p e n r e g u l a t o r y L U S T c a s e a t 2 2 5 1 0 S t e v e n s C r e e k B o u l e v a r d .

I n 1 9 9 9 , t h e S C V W D a d v a n c e d b o r i n g s a d j a c e n t t o t h e s i t e w i t h i n S t e v e n s C r e e k a n d S o u t h F o o t h i l l B o u l e v a r d s . M T B E w a s d e t e c t e d i n s o i l a n d g r o u n d w a t e r s a m p l e s c o l l e c t e d f r o m t h e b o r i n g s a t c o n c e n t r a t i o n s o f u p t o 0 . 8 p p m a n d 8 . 5 p p b , r e s p e c t i v e l y . I n D e c e m b e r , a w a s t e o i l U S T w a s r e m o v e d a n d t h e f u e l p i p i n g w a s r e p l a c e d . A n e s t i m a t e d 2 7 5 t o n s o f s o i l w e r e r e m o v e d a t t h i s t i m e . P r i o r t o i n s t a l l a t i o n o f t h e n e w p i p i n g a n d f u e l d i s p e n s e r s , 3 h o r i z o n t a l v a p o r e x t r a c t i o n w e l l s w e r e i n s t a l l e d p a r a l l e l t o t h e f u e l d i s p e n s e r i s l a n d s .

J a n u a r y 2 0 0 0 - 7 d i r e c t - p u s h s o i l b o r i n g s ( G P 1 t h r o u g h G P 7 ) w e r e a d v a n c e d o n s i t e t o 1 5 - 3 4 f e e t b e l o w t h e g r o u n d s u r f a c e ( f t b g s ) . G r o u n d w a t e r w a s n o t e n c o u n t e r e d i n t h e b o r i n g s . T h e h i g h e s t T P H g c o n c e n t r a t i o n s ( 2 , 2 0 0 p p m ) w e r e r e p o r t e d f o r b o r i n g s i n t h e c e n t r a l p o r t i o n o f t h e s i t e .

M T B E w a s d e t e c t e d i n a l l s o i l s a m p l e s a t c o n c e n t r a t i o n s u p t o 1 4 0 p p m .

A p r i l 2 0 0 2 - 3 d i r e c t p u s h s o i l b o r i n g s ( G P 8 t h r o u g h G P 1 0 ) a n d 6 v a p o r e x t r a c t i o n w e l l s w e r e a d v a n c e d o n s i t e . G r a b g r o u n d w a t e r s a m p l e s w e r e c o l l e c t e d a n d r e p o r t e d t o c o n t a i n u p t o 1 2 0 , 0 0 0 p p b T P H g , 2 4 , 0 0 0 p p b B e n z e n e , a n d 3 4 , 0 0 0 p p b M T B E . I n D e c e m b e r , 9 m o n i t o r i n g w e l l s ( M W 1 t h r o u g h M W 9 ) a n d o n e v a p o r w e l l w e r e i n s t a l l e d o n s i t e . P e r i o d i c g r o u n d w a t e r m o n i t o r i n g b e g a n a t t h e s i t e .

B e t w e e n J a n u a r y 2 0 0 3 a n d D e c e m b e r 2 0 0 4 , s e v e r a l e x t e n d e d s o i l v a p o r e x t r a c t i o n ( S V E ) e v e n t s w e r e c o n d u c t e d a t t h e s i t e .

F e b r u a r y 2 0 0 4 - o f f s i t e w e l l M W 1 0 w a s a d v a n c e d t o t h e n o r t h o f t h e s i t e a c r o s s S t e v e n s C r e e k B l v d . t o a d e p t h o f 4 0 f t b g s . I n M a y , 5 d i r e c t - p u s h b o r i n g s ( D P 1 t h r o u g h D P 5 ) w e r e a d v a n c e d o f f s i t e . T P H g w a s n o t d e t e c t e d i n a n y o f t h e s o i l s a m p l e s . G r a b g r o u n d w a t e r s a m p l e s w e r e r e p o r t e d t o c o n t a i n u p t o 9 6 p p b T P H g ; B e n z e n e a n d M T B E w e r e n o t r e p o r t e d t o b e p r e s e n t a b o v e t h e l a b o r a t o r y r e p o r t i n g l i m i t s .

J a n u a r y 2 0 0 7 - 3 a d d i t i o n a l o f f s i t e m o n i t o r i n g w e l l s ( M W 1 1 t h r o u g h M W 1 3 ) , 3 o n s i t e m o n i t o r i n g w e l l s ( M W 1 4 t h r o u g h M W 1 6 ) , 3 o n s i t e v a p o r p r o b e w e l l s a n d 2 v a p o r e x t r a c t i o n w e l l s w e r e A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
2 6

i n s t a l l e d . I n A p r i l , v a p o r e x t r a c t i o n a n d m u l t i - p h a s e e x t r a c t i o n f e a s i b i l i t y t e s t s w e r e c o n d u c t e d .

D u a l p h a s e e x t r a c t i o n w i t h a i r s p a r g i n g h a s b e e n p r o p o s e d a s t h e r e m e d i a l a l t e r n a t i v e f o r t h i s s i t e .

I n A p r i l 2 0 0 8 ? t w o m o n i t o r i n g w e l l s ( M W 1 7 a n d M W 1 8 ) , 2 a i r s p a r g i n g w e l l s ( A S 1 a n d A S 2 ) a n d 1 v a p o r e x t r a c t i o n w e l l ( V 1 A ) w e r e i n s t a l l e d o n s i t e .

I n A p r i l 2 0 0 9 - 4 d i s c r e t e - s c r e e n e d w e l l s ( D S W 1 t h r o u g h D S W 4 ) w e r e a d v a n c e d t o d e p t h s o f u p t o 6 6 f t b g s t o a s s e s i f h i g h e r p e r m e a b i l i t y s o i l s a r e p r e s e n t b e l o w t h e d e p t h o f 4 0 f t b g s . I n i t i a l g r o u n d w a t e r s a m p l e s f r o m t h e s e w e l l s r e p o r t e d c o n c e n t r a t i o n s u p t o 4 0 9 p p b T P H g , 2 . 3 p p b B e n z e n e , a n d 6 9 5 p p b M T B E . T h e s e w e l l s w e r e i n c o r p o r a t e d i n t o t h e g r o u n d w a t e r m o n i t o r i n g p r o g r a m .

T h e a d d r e s s i s c u r r e n t l y o c c u p i e d b y a C u p e r t i n o B e a c o n s e r v i c e s t a t i o n a n d C u p e r t i n o A u t o C a r e . T h e s e r v i c e s t a t i o n h a s o n e 6 , 0 0 0 - g a l l o n d i e s e l U S T a n d t w o g a s o l i n e U S T s o f 1 0 , 0 0 0 a n d 1 2 , 0 0 0 - g a l l o n s , l o c a t e d o n t h e n o r t h w e s t e r n s e c t i o n o f t h e p r o p e r t y .

3 - F o o t h i l l A u t o S e r v i c e s a t 1 0 1 2 1 N . F o o t h i l l , 6 2 0 f t . , n o r t h o f t h e s u b j e c t p r o p e r t y

T h i s s i t e i s a c l o s e d L U S T c l e a n u p s i t e , i t s i n i t i a l r e c o r d g o i n g b a c k t o 1 9 8 8 .

T h e r e v i e w o f t h e a e r i a l p h o t o s a n d h i s t o r i c a l u s e o f t h e p r o p e r t y a s a n o r c h a r d f r o m a t l e a s t 1 9 3 8 t o e a r l y 1 9 5 0 s i n d i c a t e t h a t t h e r e i s a p o t e n t i a l t h a t m e t a l s a n d p e s t i c i d e s e x i s t i n s h a l l o w s i t e s o i l .

A b o v e - E S L b e n z e n e c o n c e n t r a t i o n i n s o i l v a p o r w a s f o u n d i n t h e b o r i n g s a t t h e s u b j e c t s i t e i s a r e c o g n i z e d e n v i r o n m e n t a l c o n d i t i o n s . B e s i d e s , t h e o p e n L U S T c a s e a n d d o c u m e n t e d s o i l , g r o u n d w a t e r , a n d s o i l v a p o r c o n t a m i n a t i o n a t n e i g h b o r i n g p r o p e r t y ( C u p e r t i n o B e a c o n ) 2 2 5 1 0 S t e v e n s C r e e k B o u l e v a r d r e p r e s e n t s a n o f f s i t e c o n t r o l l e d r e c o g n i z e d e n v i r o n m e n t a l c o n d i t i o n . T o a s s e s s t h e i m p a c t s o f t h e n e i g h b o r i n g s i t e a t t h e s u b j e c t s i t e , a l i m i t e d P h a s e I I i n v e s t i g a t i o n i s r e c o m m e n d e d .

A E C P r o j e c t N o . 3 9 4 0
J u l y 2 9 , 2 0 1 9
2 7

1 0 - L I M I T A T I O N S

T h e f o l l o w i n g l i m i t a t i o n s a n d e x c e p t i o n s a r e n o t e d :

! A E C r e l i e d o n E n v i r o n m e n t a l D a t a R e s o u r c e s , I n c . ( E D R ) f o r r e g u l a t o r y r e v i e w i n f o r m a t i o n ( i . e . , N P L , C E R C L I S , C E R C , e t c . ) a n d t h e D i r e c t o r y l i s t i n g , W h i l e i t i s b e l i e v e d t h a t t h e t h i r d p a r t y i n f o r m a t i o n c o n t a i n e d i n t h i s r e p o r t i s r e l i a b l e , A E C c a n n o t g u a r a n t e e t h e a c c u r a c y o r c o m p l e t e n e s s o f t h i s i n f o r m a t i o n .

! T h e s c o p e o f t h i s a s s e s s m e n t d o e s n o t i n c l u d e s i t e t e s t i n g o f A S T M n o n - s c o p e c o n s i d e r a t i o n s t h a t i n c l u d e b u t a r e n o t l i m i t e d t o t h e f o l l o w i n g : a s b e s t o s - c o n t a i n i n g m a t e r i a l s ; r a d o n ; l e a d - b a s e d p a i n t ; a n d l e a d i n d r i n k i n g w a t e r .

! T h e s c o p e o f t h i s a s s e s s m e n t d o e s n o t i n c l u d e a n y t e s t i n g o r s a m p l i n g o f m a t e r i a l s s u c h a s s o i l s , w a t e r , a i r , e t c .

! T h e s c o p e o f t h i s a s s e s s m e n t d o e s n o t i n c l u d e t h e e v a l u a t i o n o f a n y s u b s u r f a c e c o n d i t i o n s .

! V i s u a l a n d p h y s i c a l o b s e r v a t i o n s w e r e l i m i t e d t o a c c e s s i b l e a r e a s o f t h e s u b j e c t s i t e a n d t h e a r e a s o f t h e s i t e t h a t A E C i s c o n t r a c t u a l l y o b l i g a t e d .

! A n y a d d i t i o n a l l i m i t a t i o n s t o t h e m e t h o d o l o g y h a s b e e n u s e d , i s s p e c i f i c a l l y a d d r e s s e d i n t h e r e l e v a n t s e c t i o n s o f t h i s r e p o r t a n d A p p e n d i c e s .

! T h i s P h a s e I E n v i r o n m e n t a l S i t e A s s e s s m e n t r e p o r t h a s b e e n p r e p a r e d f o r t h e b e n e f i t o f t h e T e s l a a n d m a y s o l e l y b e r e l i e d u p o n b y i t s e m p l o y e e s a n d a f f i l i a t e s , a n d t h e i r c o u n s e l a n d c o n s u l t a n t s .

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E x e c u t i v e S u m m a r y E S 1
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G o v e r n m e n t R e c o r d s S e a r c h e d / D a t a C u r r e n c y T r a c k i n g G R - 1

G E O C H E C K A D D E N D U M
P h y s i c a l S e t t i n g S o u r c e A d d e n d u m A - 1 P h y s i c a l S e t t i n g S o u r c e S u m m a r y A - 2 P h y s i c a l S e t t i n g S o u r c e M a p A - 7 P h y s i c a l S e t t i n g S o u r c e M a p F i n d i n g s A - 8 P h y s i c a l S e t t i n g S o u r c e R e c o r d s S e a r c h e d P S G R - 1 T C 5 7 2 2 9 5 8 . 2 s P a g e 1
T h a n k y o u f o r y o u r b u s i n e s s .

P l e a s e c o n t a c t E D R a t 1 - 8 0 0 - 3 5 2 - 0 0 5 0 w i t h a n y q u e s t i o n s o r c o m m e n t s .

D i s c l a i m e r - C o p y r i g h t a n d T r a d e m a r k N o t i c e T h i s R e p o r t c o n t a i n s c e r t a i n i n f o r m a t i o n o b t a i n e d f r o m a v a r i e t y o f p u b l i c a n d o t h e r s o u r c e s r e a s o n a b l y a v a i l a b l e t o E n v i r o n m e n t a l D a t a R e s o u r c e s , I n c . I t c a n n o t b e c o n c l u d e d f r o m t h i s R e p o r t t h a t c o v e r a g e i n f o r m a t i o n f o r t h e t a r g e t a n d s u r r o u n d i n g p r o p e r t i e s d o e s n o t e x i s t f r o m o t h e r s o u r c e s . N O W A R R A N T Y E X P R E S S E D O R I M P L I E D , I S M A D E W H A T S O E V E R I N C O N N E C T I O N W I T H T H I S R E P O R T . E N V I R O N M E N T A L D A T A R E S O U R C E S , I N C . S P E C I F I C A L L Y D I S C L A I M S T H E M A K I N G O F A N Y S U C H W A R R A N T I E S , I N C L U D I N G W I T H O U T L I M I T A T I O N , M E R C H A N T A B I L I T Y O R F I T N E S S F O R A P A R T I C U L A R U S E O R P U R P O S E . A L L R I S K I S A S S U M E D B Y T H E U S E R . I N N O E V E N T S H A L L E N V I R O N M E N T A L D A T A R E S O U R C E S , I N C . B E L I A B L E T O A N Y O N E , W H E T H E R A R I S I N G O U T O F E R R O R S O R O M I S S I O N S , N E G L I G E N C E ,

A C C I D E N T O R A N Y O T H E R C A U S E , F O R A N Y L O S S O F D A M A G E , I N C L U D I N G , W I T H O U T L I M I T A T I O N , S P E C I A L , I N C I D E N T A L , C O N S E Q U E N T I A L , O R E X E M P L A R Y D A M A G E S . A N Y L I A B I L I T Y O N T H E P A R T O F E N V I R O N M E N T A L D A T A R E S O U R C E S , I N C . I S S T R I C T L Y L I M I T E D T O A R E F U N D O F T H E A M O U N T P A I D F O R T H I S R E P O R T . P u r c h a s e r a c c e p t s t h i s R e p o r t " A S I S " . A n y a n a l y s e s , e s t i m a t e s , r a t i n g s , e n v i r o n m e n t a l r i s k l e v e l s o r r i s k c o d e s p r o v i d e d i n t h i s R e p o r t a r e p r o v i d e d f o r i l l u s t r a t i v e p u r p o s e s o n l y , a n d a r e n o t i n t e n d e d t o p r o v i d e , n o r s h o u l d t h e y b e i n t e r p r e t e d a s p r o v i d i n g a n y f a c t s r e g a r d i n g , o r p r e d i c t i o n o r f o r e c a s t o f , a n y e n v i r o n m e n t a l r i s k f o r a n y p r o p e r t y . O n l y a P h a s e I E n v i r o n m e n t a l S i t e A s s e s s m e n t p e r f o r m e d b y a n e n v i r o n m e n t a l p r o f e s s i o n a l c a n p r o v i d e i n f o r m a t i o n r e g a r d i n g t h e e n v i r o n m e n t a l r i s k f o r a n y p r o p e r t y . A d d i t i o n a l l y , t h e i n f o r m a t i o n p r o v i d e d i n t h i s R e p o r t i s n o t t o b e c o n s t r u e d a s l e g a l a d v i c e .

C o p y r i g h t 2 0 1 9 b y E n v i r o n m e n t a l D a t a R e s o u r c e s , I n c . A l l r i g h t s r e s e r v e d . R e p r o d u c t i o n i n a n y m e d i a o r f o r m a t , i n w h o l e o r i n p a r t , o f a n y r e p o r t o r m a p o f E n v i r o n m e n t a l D a t a R e s o u r c e s , I n c . , o r i t s a f f i l i a t e s , i s p r o h i b i t e d w i t h o u t p r i o r w r i t t e n p e r m i s s i o n .

E D R a n d i t s l o g o s ( i n c l u d i n g S a n b o r n a n d S a n b o r n M a p ) a r e t r a d e m a r k s o f E n v i r o n m e n t a l D a t a R e s o u r c e s , I n c . o r i t s a f f i l i a t e s . A l l o t h e r t r a d e m a r k s u s e d h e r e i n a r e t h e p r o p e r t y o f t h e i r r e s p e c t i v e o w n e r s .

T A B L E O F C O N T E N T S

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 1 A s e a r c h o f a v a i l a b l e e n v i r o n m e n t a l r e c o r d s w a s c o n d u c t e d b y E n v i r o n m e n t a l D a t a R e s o u r c e s , I n c ( E D R ) .

T h e r e p o r t w a s d e s i g n e d t o a s s i s t p a r t i e s s e e k i n g t o m e e t t h e s e a r c h r e q u i r e m e n t s o f E P A ’ s S t a n d a r d s a n d P r a c t i c e s f o r A l l A p p r o p r i a t e I n q u i r i e s ( 4 0 C F R P a r t 3 1 2 ) , t h e A S T M S t a n d a r d P r a c t i c e f o r E n v i r o n m e n t a l S i t e A s s e s s m e n t s ( E 1 5 2 7 - 1 3 ) , t h e A S T M S t a n d a r d P r a c t i c e f o r E n v i r o n m e n t a l S i t e A s s e s s m e n t s f o r F o r e s t l a n d o r R u r a l P r o p e r t y ( E 2 2 4 7 - 1 6 ) , t h e A S T M S t a n d a r d P r a c t i c e f o r L i m i t e d E n v i r o n m e n t a l D u e D i l i g e n c e : T r a n s a c t i o n S c r e e n P r o c e s s ( E 1 5 2 8 - 1 4 ) o r c u s t o m r e q u i r e m e n t s d e v e l o p e d f o r t h e e v a l u a t i o n o f e n v i r o n m e n t a l r i s k a s s o c i a t e d w i t h a p a r c e l o f r e a l e s t a t e .

T A R G E T P R O P E R T Y I N F O R M A T I O N

A D D R E S S
2 2 6 9 0 S T E V E N S C R E E K B O U L E V A R D
C U P E R T I N O , C A 9 5 0 1 4

C O O R D I N A T E S
3 7 . 3 2 1 7 4 4 0 - 3 7 ˚ 1 9 ’ 1 8 . 2 7 ’ ’L a t i t u d e ( N o r t h ) :
1 2 2 . 0 6 8 9 4 7 0 - 1 2 2 ˚ 4 ’ 8 . 2 0 ’ ’L o n g i t u d e ( W e s t ) :

Z o n e 1 0U n i v e r s a l T r a n v e r s e M e r c a t o r :
5 8 2 4 9 4 . 1U T M X ( M e t e r s ) :
4 1 3 0 7 6 7 . 8U T M Y ( M e t e r s ) :
3 8 6 f t . a b o v e s e a l e v e lE l e v a t i o n :

U S G S T O P O G R A P H I C M A P A S S O C I A T E D W I T H T A R G E T P R O P E R T Y 5 6 4 0 1 7 8 C U P E R T I N O , C AT a r g e t P r o p e r t y M a p :
2 0 1 2V e r s i o n D a t e :

A E R I A L P H O T O G R A P H Y I N T H I S R E P O R T 2 0 1 4 0 6 0 6 , 2 0 1 4 0 6 0 8P o r t i o n s o f P h o t o f r o m :

U S D AS o u r c e :
5 7 2 2 9 5 8 . 2 s P a g e 2
3 9 P R I V A T E R E S I D E N C E P R I V A T E R E S I D E N C E C A C P S - S L I C H i g h e r 2 6 1 5 , 0 . 4 9 5 , S o u t h 3 8 B L A C K B E R R Y F A R M P L A Y 2 1 9 7 9 S A N F E R N A N D O D C A E N V I R O S T O R , C A V C P , C A C U P A L i s t i n g s L o w e r 2 5 6 0 , 0 . 4 8 5 , E S E E 3 7 K A I S E R A L U M I N U M F O I L 2 3 3 3 3 S T E V E N S C R E E K S E M S - A R C H I V E , R C R A - S Q G , N Y M A N I F E S T H i g h e r 1 9 3 2 , 0 . 3 6 6 , W e s t E 3 6 K A I S E R A L U M I N U M A N D 2 3 3 3 3 S T E V E N S C R E E K C A E N V I R O S T O R , C A C P S - S L I C , C A E M I , C A H I S T . . . H i g h e r 1 9 3 2 , 0 . 3 6 6 , W e s t 3 5 M O N T A V I S T A S U B S T A T I 1 0 1 1 0 C A L I F O R N I A O A K C A L U S T , C A N P D E S , C A C I W Q S , C A C E R S H i g h e r 1 7 2 5 , 0 . 3 2 7 , N W 3 4 F A C C I O L A R E S I D E N C E 2 2 3 7 1 C U P E R T I N O R D C A L U S T , C A H I S T L U S T , C A S W E E P S U S T , C A H I S T . . . L o w e r 9 9 9 , 0 . 1 8 9 , E N E 3 3 C A M B R I D G E P R O P E R T Y M 2 2 7 3 1 S T E V E N S C R E E K R C R A N o n G e n / N L R H i g h e r 9 2 0 , 0 . 1 7 4 , W e s t 3 2 D A V I D R A N N E L L S 1 0 0 7 3 A M A D O R O A K C O U R C R A N o n G e n / N L R L o w e r 7 9 8 , 0 . 1 5 1 , N N W D 3 1 A C E D A C R O S E R V I C E 1 0 1 2 1 F O O T H I L L E D R H i s t A u t o L o w e r 6 2 7 , 0 . 1 1 9 , N o r t h D 3 0 A R C O S E R V I C E S T A T I O N 1 0 1 2 1 N O R T H F O O T H I L L C A N o t i f y 6 5 L o w e r 6 2 6 , 0 . 1 1 9 , N o r t h D 2 9 F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N . F O O T H I L L B O C A L U S T , C A S W E E P S U S T , C A H I S T U S T , C A C E R S L o w e r 6 2 6 , 0 . 1 1 9 , N o r t h D 2 8 A R C O S E R V I C E S T A T I O N 1 0 1 2 1 N F O O T H I L L B L C A U S T L o w e r 6 2 6 , 0 . 1 1 9 , N o r t h D 2 7 A A A A U T O R E P A I R A N D 1 0 1 2 1 N F O O T H I L L B L C A C U P A L i s t i n g s L o w e r 6 2 6 , 0 . 1 1 9 , N o r t h D 2 6 G . J E N S E N ’ S I N C . 1 0 1 2 1 N F O O T H I L L B L V C A H I S T U S T L o w e r 6 2 6 , 0 . 1 1 9 , N o r t h D 2 5 F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N F O O T H I L L B L C A C U P A L i s t i n g s L o w e r 6 2 6 , 0 . 1 1 9 , N o r t h D 2 4 G J E N S E N S I N C 1 0 1 2 1 N O R T H F O O T H I L L C A H I S T U S T , C A H A Z N E T L o w e r 6 2 6 , 0 . 1 1 9 , N o r t h D 2 3 A R C O # 6 1 8 2 1 0 1 2 1 N F O O T H I L L B L V C A L U S T , C A H I S T L U S T , C A C E R S L o w e r 6 2 6 , 0 . 1 1 9 , N o r t h D 2 2 F R E E M A N S A U T O S E R V I C 1 0 1 2 1 N F O O T H I L L B L C A C U P A L i s t i n g s L o w e r 6 2 6 , 0 . 1 1 9 , N o r t h D 2 1 F O O T H I L L V A L E R O 1 0 1 2 1 N F O O T H I L L B L C A C U P A L i s t i n g s L o w e r 6 2 6 , 0 . 1 1 9 , N o r t h D 2 0 F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N F O O T H I L L B L V E D R H i s t A u t o L o w e r 6 2 6 , 0 . 1 1 9 , N o r t h D 1 9 A R C O 1 0 1 2 1 F O O T H I L L C A H I S T C O R T E S E L o w e r 5 9 7 , 0 . 1 1 3 , N o r t h C 1 8 S A N T A C L A R A C O U N T Y F 2 2 6 2 0 S T E V E N S C R E E K C A L U S T , C A H I S T L U S T , C A S W E E P S U S T , C A E M I , C A . . . H i g h e r 3 3 2 , 0 . 0 6 3 , W e s t C 1 7 M O N T A V I S T A F I R E S T A 2 2 6 2 0 S T E V E N S C R E E K C A U S T H i g h e r 3 3 2 , 0 . 0 6 3 , W e s t C 1 6 M O N T A V I S T A F I R E S T A 2 2 6 2 0 S T E V E N S C R E E K C A C E R S T A N K S , C A C E R S H i g h e r 3 3 2 , 0 . 0 6 3 , W e s t B 1 5 A C A D I A V E T E R I N A R Y C L 1 0 0 1 2 N F O O T H I L L B L C A C E R S H A Z W A S T E , C A C U P A L i s t i n g s L o w e r 2 0 2 , 0 . 0 3 8 , N E B 1 4 C U P E R T I N O A U T O R E P A I 2 2 5 1 0 S T E V E N S C R E E K C A C E R S H A Z W A S T E , C A C U P A L i s t i n g s , C A C E R S L o w e r 1 8 0 , 0 . 0 3 4 , E a s t B 1 3 B E A C O N S E R V I C E S T A T I 2 2 5 1 0 S T E V E N S C R E E K C A U S T L o w e r 1 8 0 , 0 . 0 3 4 , E a s t B 1 2 J O H N S M O B I L S E R V I C E 2 2 5 1 0 S T E V E N S C R E E K E D R H i s t A u t o L o w e r 1 8 0 , 0 . 0 3 4 , E a s t B 1 1 C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K C A U S T L o w e r 1 8 0 , 0 . 0 3 4 , E a s t B 1 0 C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K C A L U S T , C A C E R S H A Z W A S T E , C A C E R S T A N K S , C A . . . L o w e r 1 8 0 , 0 . 0 3 4 , E a s t B 9 C U P E R T I N O A U T O C A R E 2 2 5 1 0 S T E V E N S C R E E K R C R A N o n G e n / N L R L o w e r 1 8 0 , 0 . 0 3 4 , E a s t B 8 C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K C A L U S T , C A H I S T L U S T L o w e r 1 8 0 , 0 . 0 3 4 , E a s t B 7 M O B I L S E R V I C E S T A T I O 2 2 5 1 0 S T E V E N S C R E E K C A H I S T U S T L o w e r 1 8 0 , 0 . 0 3 4 , E a s t B 6 B E A C O N S E R V I C E S T A T I 2 2 5 1 0 S T E V E N S C R E E K C A S W E E P S U S T , C A F I D U S T L o w e r 1 8 0 , 0 . 0 3 4 , E a s t A 5 A C T I O N A U T O S E R V I C E 1 0 0 1 0 F O O T H I L L B L V D E D R H i s t A u t o L o w e r 1 3 5 , 0 . 0 2 6 , N E A 4 L I F E T I M E D E N T A L C A R E 1 0 0 1 1 N F O O T H I L L B L C A C U P A L i s t i n g s H i g h e r 1 1 1 , 0 . 0 2 1 , N W A 3 L I F E T I M E D E N T A L C A R E 1 0 0 1 1 N F O O T H I L L B L V R C R A N o n G e n / N L R H i g h e r 1 1 1 , 0 . 0 2 1 , N W A 2 G A R F I E L D F A M I L Y C H I R 1 0 0 1 1 N F O O T H I L L B L C A C U P A L i s t i n g s H i g h e r 1 1 1 , 0 . 0 2 1 , N W A 1 D O N N A C O T N E R D D S 1 0 0 1 1 N F O O T H I L L B L C A C E R S H A Z W A S T E , C A C U P A L i s t i n g s H i g h e r 1 1 1 , 0 . 0 2 1 , N W

M A P P E D S I T E S S U M M A R Y
T a r g e t P r o p e r t y A d d r e s s :
2 2 6 9 0 S T E V E N S C R E E K B O U L E V A R D
C U P E R T I N O , C A 9 5 0 1 4
C l i c k o n M a p I D t o s e e f u l l d e t a i l .

M A P R E L A T I V E D I S T ( f t . & m i . )

I D D A T A B A S E A C R O N Y M S E L E V A T I O N D I R E C T I O NS I T E N A M E A D D R E S S 5 7 2 2 9 5 8 . 2 s P a g e 3
4 1 K A I S E R C E M E N T C O R P , 2 4 0 1 S T E V E N S C R E E K B C A E N V I R O S T O R , C A H I S T C O R T E S E H i g h e r 5 2 5 0 , 0 . 9 9 4 , W e s t 4 0 A C R I A N I N C 1 0 1 3 1 B U B B R D S E M S - A R C H I V E , C A E N V I R O S T O R , C A H I S T U S T , R C R A . . . L o w e r 5 1 3 8 , 0 . 9 7 3 , E a s t

M A P R E L A T I V E D I S T ( f t . & m i . )

I D D A T A B A S E A C R O N Y M S E L E V A T I O N D I R E C T I O NS I T E N A M E A D D R E S S

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 4

T A R G E T P R O P E R T Y S E A R C H R E S U L T S T h e t a r g e t p r o p e r t y w a s n o t l i s t e d i n a n y o f t h e d a t a b a s e s s e a r c h e d b y E D R .

D A T A B A S E S W I T H N O M A P P E D S I T E S N o m a p p e d s i t e s w e r e f o u n d i n E D R ’ s s e a r c h o f a v a i l a b l e ( " r e a s o n a b l y a s c e r t a i n a b l e " ) g o v e r n m e n t r e c o r d s e i t h e r o n t h e t a r g e t p r o p e r t y o r w i t h i n t h e s e a r c h r a d i u s a r o u n d t h e t a r g e t p r o p e r t y f o r t h e f o l l o w i n g d a t a b a s e s :

S T A N D A R D E N V I R O N M E N T A L R E C O R D S F e d e r a l N P L s i t e l i s t
N P L N a t i o n a l P r i o r i t y L i s t
P r o p o s e d N P L P r o p o s e d N a t i o n a l P r i o r i t y L i s t S i t e s N P L L I E N S F e d e r a l S u p e r f u n d L i e n s F e d e r a l D e l i s t e d N P L s i t e l i s t D e l i s t e d N P L N a t i o n a l P r i o r i t y L i s t D e l e t i o n s F e d e r a l C E R C L I S l i s t
F E D E R A L F A C I L I T Y F e d e r a l F a c i l i t y S i t e I n f o r m a t i o n l i s t i n g S E M S S u p e r f u n d E n t e r p r i s e M a n a g e m e n t S y s t e m F e d e r a l R C R A C O R R A C T S f a c i l i t i e s l i s t C O R R A C T S C o r r e c t i v e A c t i o n R e p o r t F e d e r a l R C R A n o n - C O R R A C T S T S D f a c i l i t i e s l i s t R C R A - T S D F R C R A - T r e a t m e n t , S t o r a g e a n d D i s p o s a l F e d e r a l R C R A g e n e r a t o r s l i s t
R C R A - L Q G R C R A - L a r g e Q u a n t i t y G e n e r a t o r s R C R A - C E S Q G R C R A - C o n d i t i o n a l l y E x e m p t S m a l l Q u a n t i t y G e n e r a t o r F e d e r a l i n s t i t u t i o n a l c o n t r o l s / e n g i n e e r i n g c o n t r o l s r e g i s t r i e s L U C I S L a n d U s e C o n t r o l I n f o r m a t i o n S y s t e m U S E N G C O N T R O L S E n g i n e e r i n g C o n t r o l s S i t e s L i s t U S I N S T C O N T R O L S i t e s w i t h I n s t i t u t i o n a l C o n t r o l s F e d e r a l E R N S l i s t
E R N S E m e r g e n c y R e s p o n s e N o t i f i c a t i o n S y s t e m

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 5 S t a t e - a n d t r i b a l - e q u i v a l e n t N P L C A R E S P O N S E S t a t e R e s p o n s e S i t e s S t a t e a n d t r i b a l l a n d f i l l a n d / o r s o l i d w a s t e d i s p o s a l s i t e l i s t s C A S W F / L F S o l i d W a s t e I n f o r m a t i o n S y s t e m S t a t e a n d t r i b a l l e a k i n g s t o r a g e t a n k l i s t s I N D I A N L U S T L e a k i n g U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d S t a t e a n d t r i b a l r e g i s t e r e d s t o r a g e t a n k l i s t s F E M A U S T U n d e r g r o u n d S t o r a g e T a n k L i s t i n g C A A S T A b o v e g r o u n d P e t r o l e u m S t o r a g e T a n k F a c i l i t i e s I N D I A N U S T U n d e r g r o u n d S t o r a g e T a n k s o n I n d i a n L a n d S t a t e a n d t r i b a l v o l u n t a r y c l e a n u p s i t e s I N D I A N V C P V o l u n t a r y C l e a n u p P r i o r i t y L i s t i n g S t a t e a n d t r i b a l B r o w n f i e l d s s i t e s C A B R O W N F I E L D S C o n s i d e r e d B r o w n f i e d s S i t e s L i s t i n g

A D D I T I O N A L E N V I R O N M E N T A L R E C O R D S L o c a l B r o w n f i e l d l i s t s
U S B R O W N F I E L D S A L i s t i n g o f B r o w n f i e l d s S i t e s L o c a l L i s t s o f L a n d f i l l / S o l i d W a s t e D i s p o s a l S i t e s C A W M U D S / S W A T W a s t e M a n a g e m e n t U n i t D a t a b a s e C A S W R C Y R e c y c l e r D a t a b a s e
C A H A U L E R S R e g i s t e r e d W a s t e T i r e H a u l e r s L i s t i n g I N D I A N O D I R e p o r t o n t h e S t a t u s o f O p e n D u m p s o n I n d i a n L a n d s D E B R I S R E G I O N 9 T o r r e s M a r t i n e z R e s e r v a t i o n I l l e g a l D u m p S i t e L o c a t i o n s O D I O p e n D u m p I n v e n t o r y
I H S O P E N D U M P S O p e n D u m p s o n I n d i a n L a n d L o c a l L i s t s o f H a z a r d o u s w a s t e / C o n t a m i n a t e d S i t e s U S H I S T C D L D e l i s t e d N a t i o n a l C l a n d e s t i n e L a b o r a t o r y R e g i s t e r C A H I S T C a l - S i t e s H i s t o r i c a l C a l s i t e s D a t a b a s e C A S C H S c h o o l P r o p e r t y E v a l u a t i o n P r o g r a m C A C D L C l a n d e s t i n e D r u g L a b s
C A T o x i c P i t s T o x i c P i t s C l e a n u p A c t S i t e s U S C D L N a t i o n a l C l a n d e s t i n e L a b o r a t o r y R e g i s t e r C A P F A S P F A S C o n t a m i n a t i o n S i t e L o c a t i o n L i s t i n g L o c a l L a n d R e c o r d s
C A L I E N S E n v i r o n m e n t a l L i e n s L i s t i n g

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 6 L I E N S 2 C E R C L A L i e n I n f o r m a t i o n C A D E E D D e e d R e s t r i c t i o n L i s t i n g R e c o r d s o f E m e r g e n c y R e l e a s e R e p o r t s H M I R S H a z a r d o u s M a t e r i a l s I n f o r m a t i o n R e p o r t i n g S y s t e m C A C H M I R S C a l i f o r n i a H a z a r d o u s M a t e r i a l I n c i d e n t R e p o r t S y s t e m C A L D S L a n d D i s p o s a l S i t e s L i s t i n g C A M C S M i l i t a r y C l e a n u p S i t e s L i s t i n g C A S P I L L S 9 0 S P I L L S 9 0 d a t a f r o m F i r s t S e a r c h O t h e r A s c e r t a i n a b l e R e c o r d s
F U D S F o r m e r l y U s e d D e f e n s e S i t e s D O D D e p a r t m e n t o f D e f e n s e S i t e s S C R D D R Y C L E A N E R S S t a t e C o a l i t i o n f o r R e m e d i a t i o n o f D r y c l e a n e r s L i s t i n g U S F I N A S S U R F i n a n c i a l A s s u r a n c e I n f o r m a t i o n

E P A W A T C H L I S T E P A W A T C H L I S T
2 0 2 0 C O R A C T I O N 2 0 2 0 C o r r e c t i v e A c t i o n P r o g r a m L i s t T S C A T o x i c S u b s t a n c e s C o n t r o l A c t T R I S T o x i c C h e m i c a l R e l e a s e I n v e n t o r y S y s t e m S S T S S e c t i o n 7 T r a c k i n g S y s t e m s R O D R e c o r d s O f D e c i s i o n
R M P R i s k M a n a g e m e n t P l a n s
R A A T S R C R A A d m i n i s t r a t i v e A c t i o n T r a c k i n g S y s t e m P R P P o t e n t i a l l y R e s p o n s i b l e P a r t i e s P A D S P C B A c t i v i t y D a t a b a s e S y s t e m I C I S I n t e g r a t e d C o m p l i a n c e I n f o r m a t i o n S y s t e m F T T S F I F R A / T S C A T r a c k i n g S y s t e m - F I F R A ( F e d e r a l I n s e c t i c i d e , F u n g i c i d e , & R o d e n t i c i d e A c t ) / T S C A ( T o x i c S u b s t a n c e s C o n t r o l A c t ) M L T S M a t e r i a l L i c e n s i n g T r a c k i n g S y s t e m C O A L A S H D O E S t e a m - E l e c t r i c P l a n t O p e r a t i o n D a t a C O A L A S H E P A C o a l C o m b u s t i o n R e s i d u e s S u r f a c e I m p o u n d m e n t s L i s t P C B T R A N S F O R M E R P C B T r a n s f o r m e r R e g i s t r a t i o n D a t a b a s e R A D I N F O R a d i a t i o n I n f o r m a t i o n D a t a b a s e H I S T F T T S F I F R A / T S C A T r a c k i n g S y s t e m A d m i n i s t r a t i v e C a s e L i s t i n g D O T O P S I n c i d e n t a n d A c c i d e n t D a t a C O N S E N T S u p e r f u n d ( C E R C L A ) C o n s e n t D e c r e e s I N D I A N R E S E R V I n d i a n R e s e r v a t i o n s F U S R A P F o r m e r l y U t i l i z e d S i t e s R e m e d i a l A c t i o n P r o g r a m U M T R A U r a n i u m M i l l T a i l i n g s S i t e s L E A D S M E L T E R S L e a d S m e l t e r S i t e s U S A I R S A e r o m e t r i c I n f o r m a t i o n R e t r i e v a l S y s t e m F a c i l i t y S u b s y s t e m U S M I N E S M i n e s M a s t e r I n d e x F i l e A B A N D O N E D M I N E S A b a n d o n e d M i n e s U X O U n e x p l o d e d O r d n a n c e S i t e s
D O C K E T H W C H a z a r d o u s W a s t e C o m p l i a n c e D o c k e t L i s t i n g F U E L S P R O G R A M E P A F u e l s P r o g r a m R e g i s t e r e d L i s t i n g C A B O N D E X P . P L A N B o n d E x p e n d i t u r e P l a n C A D R Y C L E A N E R S C l e a n e r F a c i l i t i e s C A E N F E n f o r c e m e n t A c t i o n L i s t i n g C A F i n a n c i a l A s s u r a n c e F i n a n c i a l A s s u r a n c e I n f o r m a t i o n L i s t i n g

C A I C E I C E
C A H W T R e g i s t e r e d H a z a r d o u s W a s t e T r a n s p o r t e r D a t a b a s e C A M I N E S M i n e s S i t e L o c a t i o n L i s t i n g

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 7 C A M W M P M e d i c a l W a s t e M a n a g e m e n t P r o g r a m L i s t i n g C A P E S T L I C P e s t i c i d e R e g u l a t i o n L i c e n s e s L i s t i n g C A P R O C C e r t i f i e d P r o c e s s o r s D a t a b a s e C A H A Z M A T H a z a r d o u s M a t e r i a l F a c i l i t i e s C A U I C U I C L i s t i n g

C A U I C G E O U I C G E O ( G E O T R A C K E R ) C A W A S T E W A T E R P I T S O i l W a s t e w a t e r P i t s L i s t i n g C A W D S W a s t e D i s c h a r g e S y s t e m
C A W I P W e l l I n v e s t i g a t i o n P r o g r a m C a s e L i s t

C A M I L I T A R Y P R I V S I T E S M I L I T A R Y P R I V S I T E S ( G E O T R A C K E R )

C A P R O J E C T P R O J E C T ( G E O T R A C K E R ) C A W D R W a s t e D i s c h a r g e R e q u i r e m e n t s L i s t i n g

C A O T H E R O I L G A S O T H E R O I L & G A S ( G E O T R A C K E R )

C A P R O D W A T E R P O N D S P R O D W A T E R P O N D S ( G E O T R A C K E R )

C A S A M P L I N G P O I N T S A M P L I N G P O I N T ( G E O T R A C K E R ) C A W E L L S T I M P R O J W e l l S t i m u l a t i o n P r o j e c t ( G E O T R A C K E R )

E D R H I G H R I S K H I S T O R I C A L R E C O R D S E D R E x c l u s i v e R e c o r d s
E D R M G P E D R P r o p r i e t a r y M a n u f a c t u r e d G a s P l a n t s E D R H i s t C l e a n e r E D R E x c l u s i v e H i s t o r i c a l C l e a n e r s

E D R R E C O V E R E D G O V E R N M E N T A R C H I V E S E x c l u s i v e R e c o v e r e d G o v t . A r c h i v e s C A R G A L F R e c o v e r e d G o v e r n m e n t A r c h i v e S o l i d W a s t e F a c i l i t i e s L i s t C A R G A L U S T R e c o v e r e d G o v e r n m e n t A r c h i v e L e a k i n g U n d e r g r o u n d S t o r a g e T a n k S U R R O U N D I N G S I T E S : S E A R C H R E S U L T S S u r r o u n d i n g s i t e s w e r e i d e n t i f i e d i n t h e f o l l o w i n g d a t a b a s e s .

E l e v a t i o n s h a v e b e e n d e t e r m i n e d f r o m t h e U S G S D i g i t a l E l e v a t i o n M o d e l a n d s h o u l d b e e v a l u a t e d o n a r e l a t i v e ( n o t a n a b s o l u t e ) b a s i s . R e l a t i v e e l e v a t i o n i n f o r m a t i o n b e t w e e n s i t e s o f c l o s e p r o x i m i t y s h o u l d b e f i e l d v e r i f i e d . S i t e s w i t h a n e l e v a t i o n e q u a l t o o r h i g h e r t h a n t h e t a r g e t p r o p e r t y h a v e b e e n d i f f e r e n t i a t e d b e l o w f r o m s i t e s w i t h a n e l e v a t i o n l o w e r t h a n t h e t a r g e t p r o p e r t y .

P a g e n u m b e r s a n d m a p i d e n t i f i c a t i o n n u m b e r s r e f e r t o t h e E D R R a d i u s M a p r e p o r t w h e r e d e t a i l e d d a t a o n i n d i v i d u a l s i t e s c a n b e r e v i e w e d .

S i t e s l i s t e d i n b o l d i t a l i c s a r e i n m u l t i p l e d a t a b a s e s .

U n m a p p a b l e ( o r p h a n ) s i t e s a r e n o t c o n s i d e r e d i n t h e f o r e g o i n g a n a l y s i s .

S T A N D A R D E N V I R O N M E N T A L R E C O R D S F e d e r a l C E R C L I S N F R A P s i t e l i s t S E M S - A R C H I V E : S E M S - A R C H I V E ( S u p e r f u n d E n t e r p r i s e M a n a g e m e n t S y s t e m A r c h i v e ) t r a c k s s i t e s t h a t h a v e n o f u r t h e r i n t e r e s t u n d e r t h e F e d e r a l S u p e r f u n d P r o g r a m b a s e d o n a v a i l a b l e i n f o r m a t i o n . T h e l i s t w a s f o r m e r l y

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 8 k n o w n a s t h e C E R C L I S - N F R A P , r e n a m e d t o S E M S A R C H I V E b y t h e E P A i n 2 0 1 5 . E P A m a y p e r f o r m a m i n i m a l l e v e l o f a s s e s s m e n t w o r k a t a s i t e w h i l e i t i s a r c h i v e d i f s i t e c o n d i t i o n s c h a n g e a n d / o r n e w i n f o r m a t i o n b e c o m e s a v a i l a b l e . A r c h i v e d s i t e s h a v e b e e n r e m o v e d a n d a r c h i v e d f r o m t h e i n v e n t o r y o f S E M S s i t e s . A r c h i v e d s t a t u s i n d i c a t e s t h a t , t o t h e b e s t o f E P A ’ s k n o w l e d g e , a s s e s s m e n t a t a s i t e h a s b e e n c o m p l e t e d a n d t h a t E P A h a s d e t e r m i n e d n o f u r t h e r s t e p s w i l l b e t a k e n t o l i s t t h e s i t e o n t h e N a t i o n a l P r i o r i t i e s L i s t ( N P L ) , u n l e s s i n f o r m a t i o n i n d i c a t e s t h i s d e c i s i o n w a s n o t a p p r o p r i a t e o r o t h e r c o n s i d e r a t i o n s r e q u i r e a r e c o m m e n d a t i o n f o r l i s t i n g a t a l a t e r t i m e . T h e d e c i s i o n d o e s n o t n e c e s s a r i l y m e a n t h a t t h e r e i s n o h a z a r d a s s o c i a t e d w i t h a g i v e n s i t e ; i t o n l y m e a n s t h a t . b a s e d u p o n a v a i l a b l e i n f o r m a t i o n , t h e l o c a t i o n i s n o t j u d g e d t o b e p o t e n t i a l N P L s i t e .

A r e v i e w o f t h e S E M S - A R C H I V E l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 4 / 1 1 / 2 0 1 9 h a s r e v e a l e d t h a t t h e r e i s 1 S E M S - A R C H I V E s i t e w i t h i n a p p r o x i m a t e l y 0 . 5 m i l e s o f t h e t a r g e t p r o p e r t y .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ K A I S E R A L U M I N U M F O I L 2 3 3 3 3 S T E V E N S C R E E K W 1 / 4 - 1 / 2 ( 0 . 3 6 6 m i . ) E 3 7 1 0 3 S i t e I D : 0 9 0 1 1 7 9
E P A I d : C A D 0 0 9 1 5 5 2 8 4
S t a t e - a n d t r i b a l - e q u i v a l e n t C E R C L I S C A E N V I R O S T O R : T h e D e p a r t m e n t o f T o x i c S u b s t a n c e s C o n t r o l ’ s ( D T S C ’ s ) S i t e M i t i g a t i o n a n d B r o w n f i e l d s R e u s e P r o g r a m ’ s ( S M B R P ’ s ) E n v i r o S t o r d a t a b a s e i d e n t i f e s s i t e s t h a t h a v e k n o w n c o n t a m i n a t i o n o r s i t e s f o r w h i c h t h e r e m a y b e r e a s o n s t o i n v e s t i g a t e f u r t h e r . T h e d a t a b a s e i n c l u d e s t h e f o l l o w i n g s i t e t y p e s : F e d e r a l S u p e r f u n d s i t e s ( N a t i o n a l P r i o r i t i e s L i s t ( N P L ) ) ; S t a t e R e s p o n s e , i n c l u d i n g M i l i t a r y F a c i l i t i e s a n d S t a t e S u p e r f u n d ; V o l u n t a r y C l e a n u p ; a n d S c h o o l s i t e s . E n v i r o S t o r p r o v i d e s s i m i l a r i n f o r m a t i o n t o t h e i n f o r m a t i o n t h a t w a s a v a i l a b l e i n C a l S i t e s , a n d p r o v i d e s a d d i t i o n a l s i t e i n f o r m a t i o n , i n c l u d i n g , b u t n o t l i m i t e d t o , i d e n t i f i c a t i o n o f f o r m e r l y - c o n t a m i n a t e d p r o p e r t i e s t h a t h a v e b e e n r e l e a s e d f o r r e u s e , p r o p e r t i e s w h e r e e n v i r o n m e n t a l d e e d r e s t r i c t i o n s h a v e b e e n r e c o r d e d t o p r e v e n t i n a p p r o p r i a t e l a n d u s e s , a n d r i s k c h a r a c t e r i z a t i o n i n f o r m a t i o n t h a t i s u s e d t o a s s e s s p o t e n t i a l i m p a c t s t o p u b l i c h e a l t h a n d t h e e n v i r o n m e n t a t c o n t a m i n a t e d s i t e s .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ K A I S E R A L U M I N U M A N D 2 3 3 3 3 S T E V E N S C R E E K W 1 / 4 - 1 / 2 ( 0 . 3 6 6 m i . ) E 3 6 1 0 0 F a c i l i t y I d : 4 3 3 3 0 0 0 1
S t a t u s : R e f e r : R W Q C B
K A I S E R C E M E N T C O R P , 2 4 0 1 S T E V E N S C R E E K B W 1 / 2 - 1 ( 0 . 9 9 4 m i . ) 4 1 1 1 7 F a c i l i t y I d : 4 3 3 5 0 0 7 9
S t a t u s : R e f e r : O t h e r A g e n c y
P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B L A C K B E R R Y F A R M P L A Y 2 1 9 7 9 S A N F E R N A N D O D E S E 1 / 4 - 1 / 2 ( 0 . 4 8 5 m i . ) 3 8 1 0 8 F a c i l i t y I d : 6 0 0 0 1 2 0 5
S t a t u s : N o F u r t h e r A c t i o n
A C R I A N I N C 1 0 1 3 1 B U B B R D E 1 / 2 - 1 ( 0 . 9 7 3 m i . ) 4 0 1 1 1 F a c i l i t y I d : 8 0 0 0 1 7 1 0
S t a t u s : I n a c t i v e - N e e d s E v a l u a t i o n

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 9 S t a t e a n d t r i b a l l e a k i n g s t o r a g e t a n k l i s t s C A L U S T : L e a k i n g U n d e r g r o u n d S t o r a g e T a n k ( L U S T ) S i t e s i n c l u d e d i n G e o T r a c k e r . G e o T r a c k e r i s t h e W a t e r B o a r d s d a t a m a n a g e m e n t s y s t e m f o r s i t e s t h a t i m p a c t , o r h a v e t h e p o t e n t i a l t o i m p a c t , w a t e r q u a l i t y i n C a l i f o r n i a , w i t h e m p h a s i s o n g r o u n d w a t e r .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S A N T A C L A R A C O U N T Y F 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . ) C 1 8 7 0 D a t a b a s e : L U S T , D a t e o f G o v e r n m e n t V e r s i o n : 1 2 / 1 0 / 2 0 1 8 D a t a b a s e : L U S T R E G 2 , D a t e o f G o v e r n m e n t V e r s i o n : 0 9 / 3 0 / 2 0 0 4 D a t a b a s e : L U S T S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 3 / 0 3 / 2 0 1 4 S t a t u s : C o m p l e t e d - C a s e C l o s e d F a c i l i t y S t a t u s : C a s e C l o s e d
D a t e C l o s e d : 0 3 / 3 0 / 1 9 9 8
G l o b a l I d : T 0 6 0 8 5 0 2 0 3 7
S C V W D I D : 0 7 S 2 W 1 5 F 0 2 F
d a t e 9 : 3 / 3 0 / 1 9 9 8
M O N T A V I S T A S U B S T A T I 1 0 1 1 0 C A L I F O R N I A O A K N W 1 / 4 - 1 / 2 ( 0 . 3 2 7 m i . ) 3 5 9 6 D a t a b a s e : L U S T , D a t e o f G o v e r n m e n t V e r s i o n : 1 2 / 1 0 / 2 0 1 8 D a t a b a s e : L U S T S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 3 / 0 3 / 2 0 1 4 S t a t u s : C o m p l e t e d - C a s e C l o s e d D a t e C l o s e d : 1 1 / 2 0 / 2 0 0 6
G l o b a l I d : T 0 6 0 8 5 9 4 3 5 0
S C V W D I D : 0 7 S 2 W 1 5 F 0 3 F
P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 8 1 6 D a t a b a s e : L U S T R E G 2 , D a t e o f G o v e r n m e n t V e r s i o n : 0 9 / 3 0 / 2 0 0 4 F a c i l i t y S t a t u s : P o l l u t i o n C h a r a c t e r i z a t i o n C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 1 0 1 8 D a t a b a s e : L U S T , D a t e o f G o v e r n m e n t V e r s i o n : 1 2 / 1 0 / 2 0 1 8 D a t a b a s e : L U S T S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 3 / 0 3 / 2 0 1 4 S t a t u s : O p e n - V e r i f i c a t i o n M o n i t o r i n g G l o b a l I d : T 0 6 0 8 5 4 8 7 6 6
S C V W D I D : 0 7 S 2 W 1 5 K 0 1 F
A R C O # 6 1 8 2 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 3 7 7 D a t a b a s e : L U S T R E G 2 , D a t e o f G o v e r n m e n t V e r s i o n : 0 9 / 3 0 / 2 0 0 4 F a c i l i t y S t a t u s : C a s e C l o s e d
d a t e 9 : 7 / 2 9 / 1 9 9 6
F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N . F O O T H I L L B O N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 9 8 2 D a t a b a s e : L U S T , D a t e o f G o v e r n m e n t V e r s i o n : 1 2 / 1 0 / 2 0 1 8 D a t a b a s e : L U S T S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 3 / 0 3 / 2 0 1 4 S t a t u s : C o m p l e t e d - C a s e C l o s e d D a t e C l o s e d : 0 7 / 2 9 / 1 9 9 6
G l o b a l I d : T 1 0 0 0 0 0 0 4 9 9 3
G l o b a l I d : T 0 6 0 8 5 0 0 1 5 2
S C V W D I D : 0 7 S 2 W 1 5 F 0 4 F
S C V W D I D : 0 7 S 2 W 1 5 F 0 1 F
F A C C I O L A R E S I D E N C E 2 2 3 7 1 C U P E R T I N O R D E N E 1 / 8 - 1 / 4 ( 0 . 1 8 9 m i . ) 3 4 9 5 D a t a b a s e : L U S T R E G 2 , D a t e o f G o v e r n m e n t V e r s i o n : 0 9 / 3 0 / 2 0 0 4 D a t a b a s e : L U S T S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 3 / 0 3 / 2 0 1 4

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 1 0 F a c i l i t y S t a t u s : C a s e C l o s e d
D a t e C l o s e d : 0 1 / 0 9 / 1 9 9 5
S C V W D I D : 0 7 S 2 W 1 5 G 0 1 F
d a t e 9 : 1 / 9 / 1 9 9 5
C A C P S - S L I C : C l e a n u p P r o g r a m S i t e s ( C P S ; a l s o k n o w n a s S i t e C l e a n u p s [ S C ] a n d f o r m e r l y k n o w n a s S p i l l s , L e a k s , I n v e s t i g a t i o n s , a n d C l e a n u p s [ S L I C ] s i t e s ) i n c l u d e d i n G e o T r a c k e r . G e o T r a c k e r i s t h e W a t e r B o a r d s d a t a m a n a g e m e n t s y s t e m f o r s i t e s t h a t i m p a c t , o r h a v e t h e p o t e n t i a l t o i m p a c t , w a t e r q u a l i t y i n C a l i f o r n i a , w i t h e m p h a s i s o n g r o u n d w a t e r .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ K A I S E R A L U M I N U M A N D 2 3 3 3 3 S T E V E N S C R E E K W 1 / 4 - 1 / 2 ( 0 . 3 6 6 m i . ) E 3 6 1 0 0 D a t a b a s e : S L I C R E G 2 , D a t e o f G o v e r n m e n t V e r s i o n : 0 9 / 3 0 / 2 0 0 4 F a c i l i t y I d : 4 3 S 0 6 6 3
P R I V A T E R E S I D E N C E P R I V A T E R E S I D E N C E S 1 / 4 - 1 / 2 ( 0 . 4 9 5 m i . ) 3 9 1 1 0 D a t a b a s e : C P S - S L I C , D a t e o f G o v e r n m e n t V e r s i o n : 1 2 / 1 0 / 2 0 1 8 F a c i l i t y S t a t u s : C o m p l e t e d - C a s e C l o s e d G l o b a l I d : T 1 0 0 0 0 0 0 3 0 3 9
C A H I S T L U S T : A l i s t i n g o f o p e n a n d c l o s e d l e a k i n g u n d e r g r o u n d s t o r a g e t a n k s . T h i s l i s t i n g i s n o l o n g e r u p d a t e d b y t h e c o u n t y . L e a k i n g u n d e r g r o u n d s t o r a g e t a n k s a r e n o w h a n d l e d b y t h e D e p a r t m e n t o f E n v i r o n m e n t a l H e a l t h .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S A N T A C L A R A C O U N T Y F 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . ) C 1 8 7 0 S C V W D I D : 0 7 S 2 W 1 5 F 0 2
P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 8 1 6 S C V W D I D : 0 7 S 2 W 1 5 K 0 1
A R C O # 6 1 8 2 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 3 7 7 S C V W D I D : 0 7 S 2 W 1 5 F 0 1
F A C C I O L A R E S I D E N C E 2 2 3 7 1 C U P E R T I N O R D E N E 1 / 8 - 1 / 4 ( 0 . 1 8 9 m i . ) 3 4 9 5 S C V W D I D : 0 7 S 2 W 1 5 G 0 1
S t a t e a n d t r i b a l r e g i s t e r e d s t o r a g e t a n k l i s t s C A U S T : T h e U n d e r g r o u n d S t o r a g e T a n k d a t a b a s e c o n t a i n s r e g i s t e r e d U S T s . U S T s a r e r e g u l a t e d u n d e r S u b t i t l e I o f t h e R e s o u r c e C o n s e r v a t i o n a n d R e c o v e r y A c t ( R C R A ) . T h e d a t a c o m e f r o m t h e S t a t e W a t e r R e s o u r c e s C o n t r o l B o a r d ’ s H a z a r d o u s S u b s t a n c e S t o r a g e C o n t a i n e r D a t a b a s e .

A r e v i e w o f t h e C A U S T l i s t , a s p r o v i d e d b y E D R , h a s r e v e a l e d t h a t t h e r e a r e 4 C A U S T s i t e s w i t h i n

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 1 1 a p p r o x i m a t e l y 0 . 2 5 m i l e s o f t h e t a r g e t p r o p e r t y .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M O N T A V I S T A F I R E S T A 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . ) C 1 7 6 9 D a t a b a s e : U S T , D a t e o f G o v e r n m e n t V e r s i o n : 1 2 / 1 0 / 2 0 1 8 F a c i l i t y I d : 4 5
P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 1 1 4 6 D a t a b a s e : U S T , D a t e o f G o v e r n m e n t V e r s i o n : 1 2 / 1 0 / 2 0 1 8 B E A C O N S E R V I C E S T A T I 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 1 3 4 8 D a t a b a s e : U S T , D a t e o f G o v e r n m e n t V e r s i o n : 1 2 / 1 0 / 2 0 1 8 F a c i l i t y I d : 4 4
A R C O S E R V I C E S T A T I O N 1 0 1 2 1 N F O O T H I L L B L N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 8 8 2 D a t a b a s e : U S T , D a t e o f G o v e r n m e n t V e r s i o n : 1 2 / 1 0 / 2 0 1 8 F a c i l i t y I d : 3 5
S t a t e a n d t r i b a l v o l u n t a r y c l e a n u p s i t e s C A V C P : C o n t a i n s l o w t h r e a t l e v e l p r o p e r t i e s w i t h e i t h e r c o n f i r m e d o r u n c o n f i r m e d r e l e a s e s a n d t h e p r o j e c t p r o p o n e n t s h a v e r e q u e s t t h a t D T S C o v e r s e e i n v e s t i g a t i o n a n d / o r c l e a n u p a c t i v i t i e s a n d h a v e a g r e e d t o p r o v i d e c o v e r a g e f o r D T S C ’ s c o s t s .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B L A C K B E R R Y F A R M P L A Y 2 1 9 7 9 S A N F E R N A N D O D E S E 1 / 4 - 1 / 2 ( 0 . 4 8 5 m i . ) 3 8 1 0 8 S t a t u s : N o F u r t h e r A c t i o n
F a c i l i t y I d : 6 0 0 0 1 2 0 5

A D D I T I O N A L E N V I R O N M E N T A L R E C O R D S L o c a l L i s t s o f H a z a r d o u s w a s t e / C o n t a m i n a t e d S i t e s C A C E R S H A Z W A S T E : L i s t o f s i t e s i n t h e C a l i f o r n i a E n v i r o n m e n t a l P r o t e c t i o n A g e n c y ( C a l E P A ) R e g u l a t e d S i t e P o r t a l w h i c h f a l l u n d e r t h e H a z a r d o u s C h e m i c a l M a n a g e m e n t , H a z a r d o u s W a s t e O n s i t e T r e a t m e n t , H o u s e h o l d H a z a r d o u s W a s t e C o l l e c t i o n , H a z a r d o u s W a s t e G e n e r a t o r , a n d R C R A L Q H W G e n e r a t o r p r o g r a m s .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D O N N A C O T N E R D D S 1 0 0 1 1 N F O O T H I L L B L N W 0 - 1 / 8 ( 0 . 0 2 1 m i . ) A 1 9 P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 1 0 1 8

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 1 2 P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C U P E R T I N O A U T O R E P A I 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 1 4 4 8 A C A D I A V E T E R I N A R Y C L 1 0 0 1 2 N F O O T H I L L B L N E 0 - 1 / 8 ( 0 . 0 3 8 m i . ) B 1 5 5 7 L o c a l L i s t s o f R e g i s t e r e d S t o r a g e T a n k s C A S W E E P S U S T : S t a t e w i d e E n v i r o n m e n t a l E v a l u a t i o n a n d P l a n n i n g S y s t e m . T h i s u n d e r g r o u n d s t o r a g e t a n k l i s t i n g w a s u p d a t e d a n d m a i n t a i n e d b y a c o m p a n y c o n t a c t e d b y t h e S W R C B i n t h e e a r l y 1 9 9 0 ’ s . T h e l i s t i n g i s n o l o n g e r u p d a t e d o r m a i n t a i n e d . T h e l o c a l a g e n c y i s t h e c o n t a c t f o r m o r e i n f o r m a t i o n o n a s i t e o n t h e S W E E P S l i s t .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S A N T A C L A R A C O U N T Y F 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . ) C 1 8 7 0 S t a t u s : A
T a n k S t a t u s : A
C o m p N u m b e r : 2 9 8
P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B E A C O N S E R V I C E S T A T I 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 6 1 3 S t a t u s : A
T a n k S t a t u s : A
C o m p N u m b e r : 3 9 4 7 5
F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N . F O O T H I L L B O N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 9 8 2 S t a t u s : A
T a n k S t a t u s : A
C o m p N u m b e r : 2 7 1 0 2
F A C C I O L A R E S I D E N C E 2 2 3 7 1 C U P E R T I N O R D E N E 1 / 8 - 1 / 4 ( 0 . 1 8 9 m i . ) 3 4 9 5 C o m p N u m b e r : 3 3 7
C A H I S T U S T : H i s t o r i c a l U S T R e g i s t e r e d D a t a b a s e .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M O B I L S E R V I C E S T A T I O 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 7 1 5 F a c i l i t y I d : 0 0 0 0 0 0 3 9 4 7 5
G J E N S E N S I N C 1 0 1 2 1 N O R T H F O O T H I L L N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 4 7 8 G . J E N S E N ’ S I N C . 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 6 8 0 F a c i l i t y I d : 0 0 0 0 0 0 6 0 1 7 7
F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N . F O O T H I L L B O N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 9 8 2 F a c i l i t y I d : 0 0 0 0 0 0 2 7 1 0 2

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 1 3 C A F I D U S T : T h e F a c i l i t y I n v e n t o r y D a t a b a s e c o n t a i n s a c t i v e a n d i n a c t i v e u n d e r g r o u n d s t o r a g e t a n k l o c a t i o n s . T h e s o u r c e i s t h e S t a t e W a t e r R e s o u r c e C o n t r o l B o a r d .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ B E A C O N S E R V I C E S T A T I 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 6 1 3 F a c i l i t y I d : 4 3 0 0 1 9 3 1
S t a t u s : A
C A C E R S T A N K S : L i s t o f s i t e s i n t h e C a l i f o r n i a E n v i r o n m e n t a l P r o t e c t i o n A g e n c y ( C a l E P A ) R e g u l a t e d S i t e P o r t a l w h i c h f a l l u n d e r t h e A b o v e g r o u n d P e t r o l e u m S t o r a g e a n d U n d e r g r o u n d S t o r a g e T a n k r e g u l a t o r y p r o g r a m s .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ M O N T A V I S T A F I R E S T A 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . ) C 1 6 6 1 P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 1 0 1 8 O t h e r A s c e r t a i n a b l e R e c o r d s
R C R A N o n G e n / N L R : R C R A I n f o i s E P A ’ s c o m p r e h e n s i v e i n f o r m a t i o n s y s t e m , p r o v i d i n g a c c e s s t o d a t a s u p p o r t i n g t h e R e s o u r c e C o n s e r v a t i o n a n d R e c o v e r y A c t ( R C R A ) o f 1 9 7 6 a n d t h e H a z a r d o u s a n d S o l i d W a s t e A m e n d m e n t s ( H S W A ) o f 1 9 8 4 . T h e d a t a b a s e i n c l u d e s s e l e c t i v e i n f o r m a t i o n o n s i t e s w h i c h g e n e r a t e , t r a n s p o r t , s t o r e , t r e a t a n d / o r d i s p o s e o f h a z a r d o u s w a s t e a s d e f i n e d b y t h e R e s o u r c e C o n s e r v a t i o n a n d R e c o v e r y A c t ( R C R A ) . N o n - G e n e r a t o r s d o n o t p r e s e n t l y g e n e r a t e h a z a r d o u s w a s t e .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L I F E T I M E D E N T A L C A R E 1 0 0 1 1 N F O O T H I L L B L V N W 0 - 1 / 8 ( 0 . 0 2 1 m i . ) A 3 1 1 E P A I D : : C A L 0 0 0 4 4 1 2 6 1
C A M B R I D G E P R O P E R T Y M 2 2 7 3 1 S T E V E N S C R E E K W 1 / 8 - 1 / 4 ( 0 . 1 7 4 m i . ) 3 3 9 3 E P A I D : : C A C 0 0 2 9 8 1 4 7 6
P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C U P E R T I N O A U T O C A R E 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 9 1 6 E P A I D : : C A L 0 0 0 4 1 9 4 0 8
D A V I D R A N N E L L S 1 0 0 7 3 A M A D O R O A K C O U N N W 1 / 8 - 1 / 4 ( 0 . 1 5 1 m i . ) 3 2 9 2 E P A I D : : C A C 0 0 2 9 7 4 5 4 4

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 1 4 C A C o r t e s e : T h e s i t e s f o r t h e l i s t a r e d e s i g n a t e d b y t h e S t a t e W a t e r R e s o u r c e C o n t r o l B o a r d ( L U S T ) , t h e I n t e g r a t e d W a s t e B o a r d ( S W F / L S ) , a n d t h e D e p a r t m e n t o f T o x i c S u b s t a n c e s C o n t r o l ( C a l - S i t e s ) .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 1 0 1 8 C l e a n u p S t a t u s : O P E N - V E R I F I C A T I O N M O N I T O R I N G C A C U P A L i s t i n g s : A l i s t i n g o f s i t e s i n c l u d e d i n t h e c o u n t y ’ s C e r t i f i e d U n i f i e d P r o g r a m A g e n c y d a t a b a s e .

C a l i f o r n i a ’ s S e c r e t a r y f o r E n v i r o n m e n t a l P r o t e c t i o n e s t a b l i s h e d t h e u n i f i e d h a z a r d o u s m a t e r i a l s a n d h a z a r d o u s w a s t e r e g u l a t o r y p r o g r a m a s r e q u i r e d b y c h a p t e r 6 . 1 1 o f t h e C a l i f o r n i a H e a l t h a n d S a f e t y C o d e . T h e U n i f i e d P r o g r a m c o n s o l i d a t e s t h e a d m i n i s t r a t i o n , p e r m i t s , i n s p e c t i o n s , a n d e n f o r c e m e n t a c t i v i t i e s .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D O N N A C O T N E R D D S 1 0 0 1 1 N F O O T H I L L B L N W 0 - 1 / 8 ( 0 . 0 2 1 m i . ) A 1 9 D a t a b a s e : C U P A S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 5 / 1 6 / 2 0 1 9 G A R F I E L D F A M I L Y C H I R 1 0 0 1 1 N F O O T H I L L B L N W 0 - 1 / 8 ( 0 . 0 2 1 m i . ) A 2 1 1 D a t a b a s e : C U P A S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 5 / 1 6 / 2 0 1 9 L I F E T I M E D E N T A L C A R E 1 0 0 1 1 N F O O T H I L L B L N W 0 - 1 / 8 ( 0 . 0 2 1 m i . ) A 4 1 2 D a t a b a s e : C U P A S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 5 / 1 6 / 2 0 1 9 P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 1 0 1 8 D a t a b a s e : C U P A S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 5 / 1 6 / 2 0 1 9 C U P E R T I N O A U T O R E P A I 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 1 4 4 8 D a t a b a s e : C U P A S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 5 / 1 6 / 2 0 1 9 A C A D I A V E T E R I N A R Y C L 1 0 0 1 2 N F O O T H I L L B L N E 0 - 1 / 8 ( 0 . 0 3 8 m i . ) B 1 5 5 7 D a t a b a s e : C U P A S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 5 / 1 6 / 2 0 1 9 F O O T H I L L V A L E R O 1 0 1 2 1 N F O O T H I L L B L N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 1 7 6 D a t a b a s e : C U P A S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 5 / 1 6 / 2 0 1 9 F R E E M A N S A U T O S E R V I C 1 0 1 2 1 N F O O T H I L L B L N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 2 7 6 D a t a b a s e : C U P A S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 5 / 1 6 / 2 0 1 9 F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N F O O T H I L L B L N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 5 8 0 D a t a b a s e : C U P A S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 5 / 1 6 / 2 0 1 9 A A A A U T O R E P A I R A N D 1 0 1 2 1 N F O O T H I L L B L N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 7 8 1 D a t a b a s e : C U P A S A N T A C L A R A , D a t e o f G o v e r n m e n t V e r s i o n : 0 5 / 1 6 / 2 0 1 9 C A H I S T C O R T E S E : T h e s i t e s f o r t h e l i s t a r e d e s i g n a t e d b y t h e S t a t e W a t e r R e s o u r c e C o n t r o l B o a r d [ L U S T ] , t h e I n t e g r a t e d W a s t e B o a r d [ S W F / L S ] , a n d t h e D e p a r t m e n t o f T o x i c S u b s t a n c e s C o n t r o l [ C A L S I T E S ] . T h i s l i s t i n g i s n o l o n g e r u p d a t e d b y t h e s t a t e a g e n c y .

A r e v i e w o f t h e C A H I S T C O R T E S E l i s t , a s p r o v i d e d b y E D R , a n d d a t e d 0 4 / 0 1 / 2 0 0 1 h a s r e v e a l e d t h a t

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 1 5 t h e r e a r e 5 C A H I S T C O R T E S E s i t e s w i t h i n a p p r o x i m a t e l y 0 . 5 m i l e s o f t h e t a r g e t p r o p e r t y .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s E q u a l / H i g h e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S A N T A C L A R A C O U N T Y F 2 2 6 2 0 S T E V E N S C R E E K W 0 - 1 / 8 ( 0 . 0 6 3 m i . ) C 1 8 7 0 R e g I d : 4 3 - 2 2 1 9
K A I S E R A L U M I N U M A N D 2 3 3 3 3 S T E V E N S C R E E K W 1 / 4 - 1 / 2 ( 0 . 3 6 6 m i . ) E 3 6 1 0 0 R e g I d : 4 3 - 0 7 7 0
P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C U P E R T I N O B E A C O N 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 1 0 1 8 R e g I d : 4 3 - 0 4 5 5
A R C O 1 0 1 2 1 F O O T H I L L N 0 - 1 / 8 ( 0 . 1 1 3 m i . ) D 1 9 7 5 R e g I d : 4 3 - 0 0 8 4
F A C C I O L A R E S I D E N C E 2 2 3 7 1 C U P E R T I N O R D E N E 1 / 8 - 1 / 4 ( 0 . 1 8 9 m i . ) 3 4 9 5 R e g I d : 4 3 - 1 7 8 5
C A H W P : D e t a i l e d i n f o r m a t i o n o n p e r m i t t e d h a z a r d o u s w a s t e f a c i l i t i e s a n d c o r r e c t i v e a c t i o n ( " c l e a n u p s " ) t r a c k e d i n E n v i r o S t o r .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A C R I A N I N C 1 0 1 3 1 B U B B R D E 1 / 2 - 1 ( 0 . 9 7 3 m i . ) 4 0 1 1 1 E P A I d : C A D 0 9 2 2 0 5 8 8 9
C l e a n u p S t a t u s : C L O S E D
C A N o t i f y 6 5 : L i s t i n g s o f a l l P r o p o s i t i o n 6 5 i n c i d e n t s r e p o r t e d t o c o u n t i e s b y t h e S t a t e W a t e r R e s o u r c e s C o n t r o l B o a r d a n d t h e R e g i o n a l W a t e r Q u a l i t y C o n t r o l B o a r d . T h i s d a t a b a s e i s n o l o n g e r u p d a t e d b y t h e r e p o r t i n g a g e n c y .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A R C O S E R V I C E S T A T I O N 1 0 1 2 1 N O R T H F O O T H I L L N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 3 0 9 2

E D R H I G H R I S K H I S T O R I C A L R E C O R D S E D R E x c l u s i v e R e c o r d s
E D R H i s t A u t o : E D R h a s s e a r c h e d s e l e c t e d n a t i o n a l c o l l e c t i o n s o f b u s i n e s s d i r e c t o r i e s a n d h a s c o l l e c t e d l i s t i n g s o f p o t e n t i a l g a s s t a t i o n / f i l l i n g s t a t i o n / s e r v i c e s t a t i o n s i t e s t h a t w e r e a v a i l a b l e t o E D R r e s e a r c h e r s . E D R ’ s r e v i e w w a s l i m i t e d t o t h o s e c a t e g o r i e s o f s o u r c e s t h a t m i g h t , i n E D R ’ s o p i n i o n , i n c l u d e g a s s t a t i o n / f i l l i n g s t a t i o n / s e r v i c e s t a t i o n e s t a b l i s h m e n t s . T h e c a t e g o r i e s r e v i e w e d i n c l u d e d , b u t w e r e n o t

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 1 6 l i m i t e d t o g a s , g a s s t a t i o n , g a s o l i n e s t a t i o n , f i l l i n g s t a t i o n , a u t o , a u t o m o b i l e r e p a i r , a u t o s e r v i c e s t a t i o n , s e r v i c e s t a t i o n , e t c . T h i s d a t a b a s e f a l l s w i t h i n a c a t e g o r y o f i n f o r m a t i o n E D R c l a s s i f i e s a s " H i g h R i s k H i s t o r i c a l R e c o r d s " , o r H R H R . E D R ’ s H R H R e f f o r t p r e s e n t s u n i q u e a n d s o m e t i m e s p r o p r i e t a r y d a t a a b o u t p a s t s i t e s a n d o p e r a t i o n s t h a t t y p i c a l l y c r e a t e e n v i r o n m e n t a l c o n c e r n s , b u t m a y n o t s h o w u p i n c u r r e n t g o v e r n m e n t r e c o r d s s e a r c h e s .

P a g eM a p I DD i r e c t i o n / D i s t a n c e A d d r e s s L o w e r E l e v a t i o n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ A C T I O N A U T O S E R V I C E 1 0 0 1 0 F O O T H I L L B L V D N E 0 - 1 / 8 ( 0 . 0 2 6 m i . ) A 5 1 3 J O H N S M O B I L S E R V I C E 2 2 5 1 0 S T E V E N S C R E E K E 0 - 1 / 8 ( 0 . 0 3 4 m i . ) B 1 2 4 6 F O O T H I L L A U T O S E R V I C 1 0 1 2 1 N F O O T H I L L B L V N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 2 0 7 5 A C E D A C R O S E R V I C E 1 0 1 2 1 F O O T H I L L N 0 - 1 / 8 ( 0 . 1 1 9 m i . ) D 3 1 9 2

E X E C U T I V E S U M M A R Y
T C 5 7 2 2 9 5 8 . 2 s E X E C U T I V E S U M M A R Y 1 7 D u e t o p o o r o r i n a d e q u a t e a d d r e s s i n f o r m a t i o n , t h e f o l l o w i n g s i t e s w e r e n o t m a p p e d . C o u n t : 6 r e c o r d s .

S i t e N a m e D a t a b a s e ( s )
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _

C A C D L

K A I S E R C E M E N T C O R P P E R M A N E N T E P L A N S E M S 1 X S T E V E N S C R E E K Q U A R R Y C A H A Z N E T

S T E V E N S C R E E K D A M F I N D S
B R I D G E 3 7 C 0 5 7 1 O V E R S T E V E N S C R E E K F I N D S S T E V E N S C R E E K Q U A R R Y , I N C . U S M I N E S

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A PPENDIX E :

P HASE I I E NVIRONMENTAL S ITE

A SSESSMENT
........................................................................................................................

Phase II Environmental Site Assessment Report
Prepared for
Alan Enterprise LLC.
22690 Stevens Creek Boulevard,
Cupertino, California 95014
(Three parcels with APNs 342-14-04, 342-14-05, and 342-14-66) By
Achievement Engineering Corp.
2455 Autumnvale Drive, Unit E
San Jose, California, 95134
Project Number: 3974
Date: October 17, 2019
Project Number: 3974
Date: October 17, 2019
Alan Enterprise LLC.

Mr. Ali Mozafari
Subject: Phase II Environmental Site Assessment Report
22690 Stevens Creek Boulevard,
Cupertino, California 95014
(Three parcels with APNs 342-14
-04, 342-14-05, and 342-14-66)
Dear Sir,
Achievement Engineering Corp. (AEC) is pleased to submit this Phase II Environmental Site Assessment Report for the above-referenced project. The purpose of this study was to evaluate the subsurface conditions at the subject site and for the proposed development.

The subject site is
currently owned by Bateh Brothers Liquors and Mini Mart (George and Nahida Bateh) and is a land totaling of three parcels, approximately 0. 75 acre located on the west south corner of Stevens Creek Blvd. and Foothill Blvd. intersection, at 22690 Stevens Creek Boulevard, Cupertino, California 95014, within mixed-use plan development (General Commercial) zone of Cupertino. The site itself has not been listed in any searched data bases
(Please refer to reference 1).

In May 2017, EIS performed a limited Phase II investigation to assess the impact of the neighboring site (Cupertino Beacon at 22510 Stevens Creek Blvd.) at this property. Above-ESL benzene concentration in soil vapor was found in the borings at the subject site at that time.

There is one site listed on various databases in the close proximity to and at higher elevation of the subject site;
 Santa Clara County Fire Station (Also recorded as Monta Vista Fire station) at 22620 Stevens Creek Blvd., 332 ft. west of the subject site.

There are two sites in the close proximity of the site, but at lower elevations:
 Cupertino Beacon at 22510 Stevens Creek Blvd., 180 ft. east of the subject property.  Foothill Auto Services at 10121 N. Foothill Blvd., 620 ft., north of the subject property.

The review of the aerial photos and historical use of the property as an orchard, from at least 1939 to 1950, indicate that there is also a potential of metals and pesticides existing in shallow site soil.

Above-ESL benzene concentration in soil vapor was found in the borings at the subject site is also a recognized environmental conditions. Besides, the open LUST case and documented soil, groundwater, and soil vapor contamination at neighboring property 22510 Stevens Creek Blvd. (Cupertino Beacon) represents an offsite controlled recognized environmental condition. To assess the impacts of the neighboring site at the subject site, conducting a limited Phase II investigation was recommended.

This subsurface investigation program was designed to evaluate the soil and water conditions regarding the above mentioned contaminants.

We appreciate the opportunity to be of service to you on this project and would be happy to discuss our findings with you. We look forward to serving as your geotechnical/ environmental engineer on the future projects.

Respectfully Submitted,
Achievement Engineering Corp.

Sadaf Safaai, PE
Project Engineer
Copies: Alan Enterprise LLC.

Mr. Ali Mozafari

ii
A
chievement Engineering
Table of Contents
1- INTRODUCTION .............................................................................................................................. 1 2- SCOPE OF WORK ............................................................................................................................ 2 3- PROPERTY DESCRIPTION ............................................................................................................ 2 3-1- Topography and Geological Setting ............................................................................................. 3 4- PROJECT INVESTIGATION .......................................................................................................... 3 4-1- Field Investigation and Exploratory Boreholes ............................................................................ 4 4-2- Laboratory Analysis ..................................................................................................................... 4 5- ENVIRONMENTAL SCREENING LEVELS................................................................................. 5 6- INVESTIGATION RESULTS AND RECOMMENDATIONS ..................................................... 6 6-1- Soil and Water: Organics .............................................................................................................. 6 6-2- Soil and Water: Heavy Metals ...................................................................................................... 7 6-3- Soil Vapor ..................................................................................................................................... 7 6-4- Recommendations ........................................................................................................................ 9 7- LIMITATIONS ................................................................................................................................... 9 8- REFERENCES ................................................................................................................................. 10 Exhibit I – Site Location Plan
Exhibit II – Environmental
Screening Levels and STLC and
TTLC Regulatory Limits Tables
Exhibit III – Analytical Test
Results
1 Achievement Engineering
1- INTRODUCTION
Achievement Engineering Corp. (AEC) was retained by Alan Enterprise LLC. to conduct a Phase II Environmental Site Assessment (Phase II ESA) for 22690 Stevens Creek Boulevard, Cupertino, California 95014, (three parcels with APNs 342-14-04, 342-14-05, and 342-14-66).

The attached Figure M01, Exhibit I shows the general location of the subject property. Providing technical assistance to Alan Enterprise LLC, AEC is contracted to assess the subject property for potential contaminants of concern, namely total petroleum hydrocarbons as gasoline, diesel, and motor oil (TPH- g/-d/-o), the aromatic hydrocarbons benzene, toluene, ethylbenzene total xylenes (BTEX) and MTBE. Soil vapor samples were analyzed for TPH and benzene. The samples at B3 have been tested for the presence of the pesticides and heavy metals. The Phase II ESA was performed in conformance with the scope and limitations of the American Society of Testing and Materials (ASTM) Standard Designation E1903-1
1, Standard Practice for Environmental Site
Assessments: Phase II Environmental Site Assessment Process. Any limitations have been practiced, is summarized in section7.

The Phase II ESA activities consisted of the drilling of three (3 ) exploratory borings and the collection of soil samples for submittal to an analytical lab for analyses for potential contaminants of concern.

Soil vapor sampling was also performed during this project following the guidelines of the Department of Toxic Substances Control’s (DTSC) “Guidance for the Evaluation and Mitigation of Subsurface Vapor Intrusion to Indoor Air” (DTSC, 2011) and “Advisory – Active Soil Gas Investigations” (DTSC et al, 2015). Temporary soil vapor probes were installed in borings B-1 , B-2 and B-3 at a depth of 5.0 ft. bgs. The samples were taken on September 18 , 2019. Utilizing 1 L Summa Canisters at negative pressure. Three ( 3) samples were taken from each of the three (3) boreholes. A purge canister was used to purge the tubes first to minimize contamination from above layers.

This report documents the activities and results of the environmental investigation conducted by AEC
on September 11, 2019 and September 18, 2019.

The following report highlights the significant findings and conclusions representing our best professional judgment based on the information and data available to us during the course of this investigation.
2 Achievement Engineering
2- SCOPE OF WORK
The Phase II ESA was performed in general accordance with the scope of work in AEC Fee Proposal, Phase II Environmental Site Assessment, f22690 Stevens Creek Boulevard, Cupertino, California 95014 (three parcels with APNs 342-14-04, 342 -14-05, and 342-14 -66). The scope of
work was to evaluate shallow subsurface soil conditions of the subject site (at specific new development location) with respect to potential contaminants of concern.

The scope of work for this investigation included the following:
 The drilling o n 11 September, 2019 of three (3 ) exploratory borings to collect soil samples for laboratory analyses.
 Installing micro soil vapor probe on 11 September, 2019.  Collecting soil vapor samples in canisters on 18 September 2019.  Laboratory analysis of the soil samples for potential contaminants of concern, namely TPH gasoline, TPH diesel, TPH motor oil, MTBE, BTEX, heavy metals and pesticides.  Laboratory analysis of soil vapor samples for TPH and benzene.  Preparation of this technical report documenting the investigation activities and results. 3- PROPERTY DESCRIPTION
The subject site is currently owned by Bateh Brothers Liquors and Mini Mart (George and Nahida Bateh) and is a land totaling 0.75
acre (combined three parcels) located on the west south corner of Stevens Creek Blvd. and Foothill Blvd. intersection at 22690 Stevens Creek Boulevard, Cupertino, California 95014, within mixed use plan development (General Commercial) zone of Cupertino.

The site itself has not been listed in any data bases. Review of the historical data available for the subject site reveals that most probably the development of the site, as is, took place between 1950
and 1956 (based on aerial photos), the first city directory listing for this property belongs to 1975, before that, this address does not exist in 1970 and 1968 listings. Bateh Brothers Liquors and Mini Mart has been listed in 2014 back to 1980 listings. In 1975 directory, a Frank’s Liquor and Grocery Store has been listed. Also an interview conducted by others in 2017 reveals that before 1976, the place was used as a bar. No building permit was found indicating any other use for this property.

Per aerial photos, in 1939 an orchard was in the property that cannot be observed in 1950 aerial photo. Sometime between 1939 and 1950 the trees were gradually cleared, starting from north to south. The existence of fertilizers, pesticides and metals are possible in the shallow soil due to this historical land use.
3 Achievement Engineering
Also, rev reveals that for the most part, uses were mixed residential and commercial (a veterinary clinic has existed since, at least 1989, at 10012 N. Foothill Blvd. and Beacon Service Station has been in service under different names as follows:
1995- to Present -Cupertino Beacon Service Station, Cupertino Auto Care 1989- Foothill Mobil
1981-1984 -McElroy Mobil Service
1976 -D&D Mobil Service
1971 -Johns Mobil Service, Mobil Oil Corporation
1968 -Johns Mobil
3-1- Topography and Geological Setting
The United States Geological Survey (USGS) maps were reviewed. The topography of the subject site is relatively flat and general topographic gradient is NNE. The site itself is at an approximate average elevation of 386.0 feet above mean sea level.

The project site is located within the Coast Range Geomorphic Province. Local uplift of the Santa Cruz Mountains within the last 2 to 3 million years has occurred due to a restraining bend of the San Andreas Fault, producing transpressional forces across the plate boundary. Thrust faults bound the San Andreas Fault are responsible for uplift of the range. The range is characterized by rugged hills with moderate relief, steep valleys, and locally steep hillsides abutting drainages. East-flowing drainages result in dissection of the mountain range and alluvial deposition within the San Francisco Bay structural trough.

Soils encountered during the investigation included interbedded gravelly sand, silty sand, sandy gravel, clayey sand, and sandy silt to an explored depth of approximately 40ft bgs. Groundwater was not encountered during this investigation, however in previous explorations by others, groundwater had been encountered between 20 and 30 ft. bgs.
4- PROJECT INVESTIGATION
Prior to the field activities, AEC attempted to secure a Soil Boring Permit from the Santa Clara Department of Environmental Health. No need for permitting was confirmed by the DEH.

The proposed boring locations were marked on the ground with white paint. Underground Service Alert (USA) was notified to provide the required utility clearance. The boring locations were cleared of underground utilities. A health and safety plan was prepared to govern and control the field work by AEC staff and subcontractors.

4 Achievement Engineering
4-1- Field Investigation and Exploratory Boreholes
Three (3) exploratory borings, designated B-1 , B-2 and B-3, were completed by AEC on September 11, 2019. Isotech Environmental Corp., a C57 licensed drilling contractor (C57 #799951 B), drilled the borings under the direction of a geologist from AEC. The drilling was accomplished with the use of direct push drilling equipment providing continuous soil sampling capability. B1 and B2 were advanced into approximately forty (40 ) feet below ground surface (bgs. ), B3 was advanced into ten (10) feet. Bgs. DPT drives or pushes small- diameter rods (2 in.) tools into the subsurface by hydraulic or percussive methods. Closed piston, single-tube samplers provided high integrity samples. Dual tube samplers utilize concentric casings to advance the boring. The outer casing remains in place as the inner casing is used to trip out the sample as the boring is advanced incrementally. The outer casing prevents borehole collapse and generally reduces the potential for cross contamination between sampling intervals.

The geologist collected soil samples from each boring for potential laboratory analyses. Sampling consisted of sealing the samples and then labeling and placing the sample in an ice chest for cold storage. Following the protocol provided by the laboratory and manufacturer, Torrent Laboratory Inc. sampling was also performed as follows. A dedicated syringe was driven into freshly exposed soil to retrieve approximately five (5) grams of soil. The extracted soil was then transferred into laboratory-supplied, 40-milliliter volatile organic analysis vials (40 mL VOAs). The VOAs were promptly sealed with Teflon caps provided, labeled with identification information, and placed in the ice chest. AEC followed chain of custody protocol in the transfer of the soil samples to the laboratory, as presented in Exhibit III.

The soil vapor samples were taken on September 19, 2019, using 1L Summa Canisters at negative pressure. Three samples were taken from each of three boreholes. A purge canister was used to purge the tubes first to minimize contamination from above layers.

All down-hole drilling and sampling equipment was cleaned with environmental detergent and rinsed between uses to prevent cross-contamination.
4-2- Laboratory Analysis
The soil samples were submitted with chain of custody documentation to Torrent Laboratory Inc., of Milpitas, California. Torrent Laboratory Inc. is certified for chemical analyses by the Department of Health Services, Environmental Laboratory Accreditation Program (ELAP No. 1991).

The samples were subjected to the following laboratory analytical methods:

TPH gasoline, Test Method 8260TPH
TPH motor oil, Test Method USEPA Method 8015B
5 Achievement Engineering
TPH as Diesel, Test Method SW8015B
MTBE, Test Method SW8260B
BTEX, Test Method SW8260B
Pesticides (Organochlorine Pesticides by Method 8081B) and heavy metals (CAM 17, heavy metals) The latter tests were just performed for samples from B-3.

Soil vapor samples were analyzed for TPH and benzene by USEPA method TO-15.

Please note that it is our understanding that the new development is residential. Laboratory analytical testings have been performed on selected soil samples at 25.0 and 35.0 ft. for B1, 25.0 ft. for B2 and

5.0 ft. for B3 and the rest of the samples were put on hold in case further investigations required (per page 20 of Exhibit III, Analytical Test Results).

The laboratories reported that the samples were received in good condition and with appropriate chain of custody documentation. The analytical results were laboratory certified with no significant anomalies reported in the data. The laboratory analytical reports are provided in Exhibit III. 5- ENVIRONMENTAL SCREENING LEVELS
The Regional Water Quality Control Board, San Francisco Bay Region (RWQCB, February 201 6- REV 3.0) guidance, Screening for Environmental Concerns at Sites with Contaminated Soil and Groundwater, presents environmental screening levels (ESLs) for soil and groundwater that address human health exposure risk, ecological habitat protection, and groundwater protection. For carcinogens, the human health screening levels for carcinogens are based on a target cancer risk of one-in-a-million (10-6). A hazard quotient of

0.2 is the basis for non-carcinogenic risk.

The RWQCB (February 2016) considers two (2) groundwater use scenarios: one where groundwater IS a potential source of drinking water resource, and the other where groundwater IS NOT a potential drinking water resource.

The role of environmental screening levels is to screen sites and help identify areas, contaminants and conditions that may require further attention and risk assessment. In general, at sites where contaminants are below screening levels, no further action is warranted provided that the exposure assumptions match or approximate those used in developing the screening levels. Furthermore, contaminants above screening levels,
does not automatically trigger or require remedial action.

According to RWQCB (February 201 6), chemical concentrations in soil and groundwater above ESLs could pose negligible risk.
6 Achievement Engineering
Factors, such as background levels, have to be considered in evaluating sample data and the need for remedial action or risk management. Remedial action is generally not warranted for naturally- occurring metals in soil and groundwater.
6- INVESTIGATION RESULTS AND RECOMMENDATIONS
Three (3) exploratory borings were completed on September 11, 2019 at the subject site and the result of the investigation is as follows.
6-1- Soil and Water: Organics
Soil samples from 25.0 and 35.0 feet depths for B1 and from 25.0 feet depth for B2 were analyzed for TPH (Gasoline), TPH (Diesel), TPH (Motor oil) MTBE and BTEX. Soil sample from 5.0 feet depth for B3 was analyzed for heavy metals and Organochlorine Pesticides. The soil analytical results for organics are compared with Tier 1 ESL values (that are conservative) as well as Toxicity Characteristic Leaching Procedure (TCLP) Regulatory Levels as attached in the Exhibit II, Environmental Screening Levels and STLC and TTLC Regulatory Limits Tables.

Analytical Results
B1- 25 ft.: TPH diesel: 16.2 mg/Kg, TPH motor oil: 141 mg/Kg, Pentacosane: 72.6 %4, (S)4 Bromofluorobenzene: 104 %
(S) Dibromofluoromethane: 106 %
(S) Toluene-d8: 94.7 %
(S) 4-Bromofluorobenzene: 84.6 %
B1-35 ft.: All compounds were non-detectable for this sample.

Pentacosane: 67.1 %4,
(S)4 Bromofluorobenzene: 107 %
(S) Dibromofluoromethane: 106 %
(S) Toluene-d8: 95.4 %
(S) 4-Bromofluorobenzene: 84.7 %
B2-
25 ft.: All compounds were non-detectable for this sample.

Pentacosane (S): 63.8 %
(S)4 Bromofluorobenzene: 102 %
(S) Dibromofluoromethane: 109 %
(S) Toluene-d8: 94.4 %
(S) 4-Bromofluorobenzene: 84.9 %

7 Achievement Engineering

B3- 5 ft.:

TPH as Diesel: 2.04 mg/Kg, Pentacosane (S): 70.3 %,
(S) 4-Bromofluorobenzene: 99.2 %
(S) Dibromofluoromethane: 107 %
(S) Toluene-d8: 98.1 %
(S) 4-Bromofluorobenzene: 88.4 %
TCMX (S): 58.5 %
DCBP (S): 64.5 %

Groundwater was not encountered or tested at any borings.

6-2- Soil and Water: Heavy Metals
B3- 5 ft.:

Arsenic: 2.50 mg/Kg
Barium: 150 mg/Kg
Chromium: 56.6 mg/Kg
Cobalt: 14.7 mg/Kg
Copper: 26.0 mg/Kg
Lead: 4.92 mg/Kg
Nickel: 41.3 mg/Kg
Vanadium: 72.1 mg/Kg
Zinc: 52.8 mg/Kg

6-3- Soil Vapor

Soil vapor samples collected from 5. ft. bgs and were analyzed for TPH and benzene by USEPA method TO-15.

8 Achievement Engineering

SP1-B1

Environmental Screening Results

The soil analytical results for organics meet the RWQCB (February 2016) ESLs for a residential land use (the most conservative scenario) for soil and heavy metal concentrations does not exceed TTLC values.

However, Arsenic in the soil sample is higher than 6.7 x 10 -2 mg/Kg of Tier 1 screening level.

For the case of Chromium since the concentration was 50 mg/Kg, per code recommendation a WET extraction test has been conducted. No Chromium was detected (STLC) as indicated in page (17 of 33) of Exhibit III.

Based on these national studies and the regional data presented (Reference 2), it is apparen t that arsenic concentrations across much of the United States are elevated with respect to residential RBSLs. Several states have recognized the importance of background with regards to remediation involving arsenic in soil:

California Environmental Protection Agency (CalEPA) Department of Toxic Substances Control (DTSC) has set an arsenic background concentration of 6 mg/kg to be used at Los Angeles Unified District school sites (CalEPA, 2005).

9 Achievement Engineering

6-4- Recommendations

There are no drinking water supply wells on the subject property and vicinity, and the subject property is in the service area of the municipal potable water supply system.

Although the recent investigation results indicate no-risk or insignificant levels of TPH (Gasoline), TPH (Diesel), TPH (Motor Oils), MTBE, BETEX, Organochlorine Pesticides and heavy metals in the soil , above the regulatory values , AEC recommends the following in the event the subject property is to be redeveloped:

• A routine health and safety plan to ensure the safety and protection of the public and construction workers during construction.

• Installation of a vapor barrier beneath the concrete foundation slab of the proposed building at the site to mitigate potential odor risks associated with concentration of vapors (such as propanol).

The soil of the site may be hauled to any landfill.

7- LIMITATIONS

This Report was prepared pursuant to an Agreement dated 8 August 2019 between Alan Enterprise LLC. and AEC. All uses of this Report are subject to, and deemed acceptance of, the conditions and restrictions contained in the Agreement. The observations and conclusions described in this Report are based solely on the Scope of Services provi ded pursuant to the Agreement. AEC has not performed any additional observations, investigations, studies or other testing not specified in the Agreement and the Report. AEC shall not be liable for the existence of any condition the discovery of which would have required the performance of services not authorized under the Agreement.

This Report is prepared for the exclusive use of Alan Enterprise LLC. and its sub -contractors in connection with the design and construction of the development. There are no intended beneficiaries other than Alan Enterprise LLC. and its sub-contractors. AEC shall owe no duty, whatsoever, to any other person or entity on account of the Agreement or the Report. Use of this Report by any person or entity other than Alan Enterprise LLC. and its sub -contractors for any purpose whatsoever is expressly forbidden unless such other person or entity obtains written authorization from Alan Enterprise LLC. and AEC. Use of this Report by such other person or entity without the written authorization of Alan Enterprise LLC. and AEC shall be at such other person's or entities sole risk, and shall be without legal exposure or liability to AEC.

Use of this Report by an y person or entity, including by Alan Enterprise LLC. and its sub - contractors, for a purpose other than for the design and construction of the proposed development is expressly prohibited unless such person or entity obtains written authorization from AEC indicating

10 Achievement Engineering

that the Report is adequate for such other use. Use of this Report by any person or entity for such other purpose without written authorization by AEC shall be at such person's or entities sole risk and shall be without legal exposure or liability to AEC.

This report reflects site conditions observed and described by records available to AEC as of the date of report preparation. The passage of time may result in significant changes in site conditions, technology, or economic conditions which could alter the findings and/or recommendations of the report. Accordingly, Alan Enterprise LLC. and any other party to whom the report is p rovided recognize and agree that AEC shall bear no liability for deviations from observed conditions or available records after the time of report preparation.

Use of this Report by any person or entity in violation of the restrictions expressed in this R eport shall be deemed and accepted by the user as conclusive evidence that such use and the reliance placed on this Report, or any portions thereof, is unreasonable, and that the user accepts full and exclusive responsibility and liability for any losses, damages or other liability which may result.

8- REFERENCES

1- Phase I Environmental Site Assessment Report for 22690 Stevens Creek Boulevard, Cupertino, California 95014 (Three parcels with APNs 342 -14-04, 342-14-05, and 342 -14- 66), AEC Project No. 3940, July 29, 2019.
2- Background Versus Risk -Based Screening Levels -An Examination Of Arsenic Background Soil Concentrations In Seven States, Kelly A.S. Vosnakis, Elizabeth Perry, Karen Madsen, Lisa J.N. Bradley, AECOM , Proceedings of the Annual Internationa l Conference on Soils, Sediments, Water and Energy, Volume 14, Article 10, January 2010.

Exhibit I

Project Number:Project Title:01234
MM/DD/YY09/26/19_ _ /_ _ /_ __ _ /_ _ /_ __ _ /_ _ /_ __ _ /_ _ /_ _ REVISIONSREMARKS............

M3974
Ali Mozafari - Phase II - Exhibit IIIVicinity Map
01 Project Number:Project Title:01234
MM/DD/YY09/26/19_ _ /_ _ /_ __ _ /_ _ /_ __ _ /_ _ /_ __ _ /_ _ /_ _ REVISIONSREMARKS............

M3974
Ali Mozafari - Phase II - Exhibit IIIBoring Location
02 Project Number:Project Title:01234
MM/DD/YY09/26/19_ _ /_ _ /_ __ _ /_ _ /_ __ _ /_ _ /_ __ _ /_ _ /_ _ REVISIONSREMARKS............

M3974
Ali Mozafari - Phase II - Exhibit IIISite Location on Cupertino quadrangle 7.5' SeriesTopographic Map by USGS 03 Project Number:Project Title:01234
MM/DD/YY09/26/19_ _ /_ _ /_ __ _ /_ _ /_ __ _ /_ _ /_ __ _ /_ _ /_ _ REVISIONSREMARKS............

M3974
Ali Mozafari - Phase II - Exhibit IIISite Location on Cupertino and San Jose West quadrangles7.5' Series Geologic Map by T. W. Dibblee and J.A. Minch 2007 04 Exhibit II

Boring Sample
Depth (ft)
TPH
gasoline
(mg/Kg)
TPH
Diesel
(mg/Kg)
TPH
motor oil
(mg/Kg)
MTBE
(mg/Kg)
Benzene
(mg/Kg)
OCPs
(mg/Kg)
Aresenic
(mg/Kg)
Barium
(mg/Kg)
Chromium
(mg/Kg)
Cobalt
(mg/Kg)
Copper
(mg/Kg)
Lead
(mg/Kg)
Nickel
(mg/Kg)
B-1 35.0 ND 16.2 141 ND ND N/A N/A N/A N/A N/A N/A N/A N/A B-1 25.0 ND ND ND ND ND N/A N/A N/A N/A N/A N/A N/A N/A B-2 25.0 ND ND ND ND ND N/A N/A N/A N/A N/A N/A N/A N/A B-3 10.0 ND 2.04 ND ND ND ND 2.5 150 56.6 14.7 26 4.92 41.3 Tier 1 ESL (Soil) mg/Kg
100 230 5100 2.3 *10^-2 4.4 *10^-2 * 6.7 *10^-2 3000 0.3 230 3100 80 86 TTLC (mg/Kg) 500.0 10000.0 500.0 8000.0 2500.0 1000.0 2000.0 Boring Sample
Depth (ft)
Carbon
Disulfide
ug/m3
Hexane
ug/m3
tert-
Butanol
ug/m3
Chloroform
ug/m3
Toluene
ug/m3
Tetrachloro
ethylene
ug/m3
Ethyl
Benzene
ug/m3
m,p-
Xylene
ug/m3
4-Ethyl
Toluene
ug/m3
1,2,4-
Trimethyl
benzene
ug/m3
Naphthalene
ug/m3
2-
Propanol
(Isopropyl
Alcohol)
ug/m3
Aceton
ug/m3
B-1 5.0 36 2.6 1.9 3.1 5.2 26 2.6 7.5 9.1 10 2.6 320
B-2 5.0 ND ND ND ND 24
B-3 5.0 ND 1.9 ND ND 26 13
* * * 61 1.6 *10^5 240 560 5.2*10^4 * * 41 * 1.5*10^7Tier 1 ESL (Vapor) ug/m3 Concentration in soil samples
Concentrations in the vapor samples

Exhibit III

Arsh Firouzjaei
Achievement Engineering Corp
2455 Autumnvale Dr.

San Jose, California 95131
Tel: 408 217 9174
Fax: 408 217 9632
Email: [email protected]
RE: Alan Enterprise
Torrent Laboratory, Inc. received 9 sample(s) on September 11 , 2019 for the analyses presented in the following Report.

Dear Arash Firouzjaei:

Work Order No.: 1909078 Rev: 1
As requested on the Chain of Custody, five samples were placed on hold.

All data for associated QC met EPA or laboratory specification(s) except where noted in the case narrative.

Torrent Laboratory, Inc. is certified by the State of California, ELAP #1991 . If you have any questions regarding these test results, please feel free to contact the Project Management Team at (408)263-5258; ext 204.

Date
September 18, 2019
Kathie Evans
Project Manager

Page 1 of 33 ends

Date: 9/18/2019
Client: Achievement Engineering Corp
Project: Alan Enterprise
Work Order: 1909078

CASE NARRATIVE
Unless otherwise indicated in the following narrative, no issues encountered with the receiving, preparation, analysis or reporting of the results associated with this work order.

Unless otherwise indicated in the following narrative, no results have been method and/or field blank corrected.

Reported results relate only to the items/samples tested by the laboratory.

This report shall not be reproduced, except in full, without the written approval of Torrent Analytical, Inc.

REVISIONS
Report revised to include STLC data.

STLC
Note: Extraction of 50 g sample / 500g 0.2M Sodium Citrate Solution was performed according to wet extraction procedure (WET) which was rotated in a rotary shaker for 48 hours (+/- 4 hours).

Date Prepared: 10/8/19 at 5:15 PM to 10/10/19 at 1:50 PM Rev. 1 (10/16/19)

Page 2 of 33 ends

Report prepared for: Arash Firouzjaei
Achievement Engineering Corp
Date Received: 09/11/19
Date Reported: 09/18/19
Sample Result Summary
1909078-003B1-25'
Parameters: PQLMDL UnitResultsDFAnalysis
Method
TPH as Diesel mg/Kg16.28.03.44SW8015B
TPH as Motor Oil mg/Kg14140134SW8015B
1909078-004B1-35'
Parameters: PQLMDL UnitResultsDFAnalysis
Method
All compounds were non-detectable for this sample.
1909078-007B2-25'
Parameters: PQLMDL UnitResultsDFAnalysis
Method
All compounds were non-detectable for this sample.
1909078-008B3-5'
Parameters: PQLMDL UnitResultsDFAnalysis
Method
Arsenic mg/Kg2.501.300.151SW6010B
Barium mg/Kg1505.000.0551SW6010B
Chromium mg/Kg56.65.000.0751SW6010B
Cobalt mg/Kg14.75.000.0701SW6010B
Copper mg/Kg26.05.000.201SW6010B
Lead mg/Kg4.923.000.101SW6010B
Nickel mg/Kg41.35.000.501SW6010B
Vanadium mg/Kg72.15.000.101SW6010B
Zinc mg/Kg52.85.000.301SW6010B
TPH as Diesel mg/Kg2.042.00.851SW8015B

Page 3 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 11:58
3974
Alan Enterprise
B1-25'
SoilSample Matrix:

Lab Sample ID: 1909078-003A
SDG:

Prep Batch ID: 1116592
Prep Batch Date/Time: 9/13/19 12:50:00PM
Prep Analyst: EDORR
Prep Method: 3546_TPH
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
x16.2TPH as Diesel 09/16/193.4 8.04 mg/Kg 442459SW8015B 15:54 MK 141TPH as Motor Oil 09/16/1913 404 mg/Kg 442459SW8015B 15:54 MK Acceptance Limits

72.6Pentacosane (S) 09/16/19% 442459SW8015B 15:54 MK59 - 129 NOTE: x-not typical of Diesel ref. std: peaks within Diesel range quantified as diesel

Page 4 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 11:58
3974
Alan Enterprise
B1-25'
SoilSample Matrix:

Lab Sample ID: 1909078-003A
SDG:

Prep Batch ID: 1116690
Prep Batch Date/Time: 9/16/19 9:43:00AM
Prep Analyst: BPATEL
Prep Method: 5035GRO
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDTPH(Gasoline) 09/16/1943 1001 ug/Kg 4424418260TPH 17:03 BP 104(S) 4-Bromofluorobenzene 09/16/19%
4424418260TPH 17:03 BP43.9 - 127

Page 5 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 11:58
3974
Alan Enterprise
B1-25'
SoilSample Matrix:

Lab Sample ID: 1909078-003A
SDG:

Prep Batch ID: 1116658
Prep Batch Date/Time: 9/16/19 9:43:00AM
Prep Analyst: BPATEL
Prep Method: 5035
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDMTBE 09/16/192.3 101 ug/Kg 442441SW8260B 17:03 BP
NDBenzene 09/16/192.2 101 ug/Kg 442441SW8260B 17:03 BP
NDToluene 09/16/191.8 101 ug/Kg 442441SW8260B 17:03 BP
NDEthylbenzene 09/16/191.7 101 ug/Kg 442441SW8260B 17:03 BP NDm,p-Xylene 09/16/193.2 101 ug/Kg 442441SW8260B 17:03 BP NDo-Xylene 09/16/191.7 101 ug/Kg 442441SW8260B 17:03 BP 106(S) Dibromofluoromethane 09/16/19%
442441SW8260B 17:03 BP59.8 - 148

94.7(S) Toluene-d8 09/16/19%
442441SW8260B 17:03 BP55.2 - 133

84.6(S) 4-Bromofluorobenzene 09/16/19%
442441SW8260B 17:03 BP55.8 - 141

Page 6 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 12:10
3974
Alan Enterprise
B1-35'
SoilSample Matrix:

Lab Sample ID: 1909078-004A
SDG:

Prep Batch ID: 1116592
Prep Batch Date/Time: 9/13/19 12:50:00PM
Prep Analyst: EDORR
Prep Method: 3546_TPH
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDTPH as Diesel 09/14/190.85 2.01 mg/Kg 442459SW8015B 13:56 MK NDTPH as Motor Oil 09/14/193.2 101 mg/Kg 442459SW8015B 13:56 MK Acceptance Limits

67.1Pentacosane (S) 09/14/19% 442459SW8015B 13:56 MK59 - 129

Page 7 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 12:10
3974
Alan Enterprise
B1-35'
SoilSample Matrix:

Lab Sample ID: 1909078-004A
SDG:

Prep Batch ID: 1116690
Prep Batch Date/Time: 9/16/19 9:43:00AM
Prep Analyst: BPATEL
Prep Method: 5035GRO
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDTPH(Gasoline) 09/16/1943 1001 ug/Kg 4424418260TPH 17:32 BP 107(S) 4-Bromofluorobenzene 09/16/19%
4424418260TPH 17:32 BP43.9 - 127

Page 8 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 12:10
3974
Alan Enterprise
B1-35'
SoilSample Matrix:

Lab Sample ID: 1909078-004A
SDG:

Prep Batch ID: 1116658
Prep Batch Date/Time: 9/16/19 9:43:00AM
Prep Analyst: BPATEL
Prep Method: 5035
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDMTBE 09/16/192.3 101 ug/Kg 442441SW8260B 17:32 BP
NDBenzene 09/16/192.2 101 ug/Kg 442441SW8260B 17:32 BP
NDToluene 09/16/191.8 101 ug/Kg 442441SW8260B 17:32 BP
NDEthylbenzene 09/16/191.7 101 ug/Kg 442441SW8260B 17:32 BP NDm,p-Xylene 09/16/193.2 101 ug/Kg 442441SW8260B 17:32 BP NDo-Xylene 09/16/191.7 101 ug/Kg 442441SW8260B 17:32 BP 106(S) Dibromofluoromethane 09/16/19%
442441SW8260B 17:32 BP59.8 - 148

95.4(S) Toluene-d8 09/16/19%
442441SW8260B 17:32 BP55.2 - 133

84.7(S) 4-Bromofluorobenzene 09/16/19%
442441SW8260B 17:32 BP55.8 - 141

Page 9 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 12:30
3974
Alan Enterprise
B2-25'
SoilSample Matrix:

Lab Sample ID: 1909078-007A
SDG:

Prep Batch ID: 1116592
Prep Batch Date/Time: 9/13/19 12:50:00PM
Prep Analyst: EDORR
Prep Method: 3546_TPH
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDTPH as Diesel 09/14/190.85 2.01 mg/Kg 442459SW8015B 14:20 MK NDTPH as Motor Oil 09/14/193.2 101 mg/Kg 442459SW8015B 14:20 MK Acceptance Limits

63.8Pentacosane (S) 09/14/19% 442459SW8015B 14:20 MK59 - 129

Page 10 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 12:30
3974
Alan Enterprise
B2-25'
SoilSample Matrix:

Lab Sample ID: 1909078-007A
SDG:

Prep Batch ID: 1116690
Prep Batch Date/Time: 9/16/19 9:43:00AM
Prep Analyst: BPATEL
Prep Method: 5035GRO
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDTPH(Gasoline) 09/16/1943 1001 ug/Kg 4424418260TPH 18:00 BP 102(S) 4-Bromofluorobenzene 09/16/19%
4424418260TPH 18:00 BP43.9 - 127

Page 11 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 12:30
3974
Alan Enterprise
B2-25'
SoilSample Matrix:

Lab Sample ID: 1909078-007A
SDG:

Prep Batch ID: 1116658
Prep Batch Date/Time: 9/16/19 9:43:00AM
Prep Analyst: BPATEL
Prep Method: 5035
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDMTBE 09/16/192.3 101 ug/Kg 442441SW8260B 18:00 BP
NDBenzene 09/16/192.2 101 ug/Kg 442441SW8260B 18:00 BP
NDToluene 09/16/191.8 101 ug/Kg 442441SW8260B 18:00 BP
NDEthylbenzene 09/16/191.7 101 ug/Kg 442441SW8260B 18:00 BP NDm,p-Xylene 09/16/193.2 101 ug/Kg 442441SW8260B 18:00 BP NDo-Xylene 09/16/191.7 101 ug/Kg 442441SW8260B 18:00 BP 109(S) Dibromofluoromethane 09/16/19%
442441SW8260B 18:00 BP59.8 - 148

94.4(S) Toluene-d8 09/16/19%
442441SW8260B 18:00 BP55.2 - 133

84.9(S) 4-Bromofluorobenzene 09/16/19%
442441SW8260B 18:00 BP55.8 - 141

Page 12 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 14:00
3974
Alan Enterprise
B3-5'
SoilSample Matrix:

Lab Sample ID: 1909078-008A
SDG:

Prep Batch ID: 1116656
Prep Batch Date/Time: 9/16/19 4:15:00PM
Prep Analyst: BJAY
Prep Method: 7471BP
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDMercury 09/17/190.083 0.501 mg/Kg 442463SW7471B 10:53 BJAY

Page 13 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 14:00
3974
Alan Enterprise
B3-5'
SoilSample Matrix:

Lab Sample ID: 1909078-008A
SDG:

Prep Batch ID: 1116655
Prep Batch Date/Time: 9/16/19 4:15:00PM
Prep Analyst: BJAY
Prep Method: 3050B
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDAntimony 09/17/190.050 5.001 mg/Kg 442461SW6010B 13:25 PPATEL

2.50Arsenic 09/17/190.15 1.301 mg/Kg 442461SW6010B 13:25 PPATEL 150Barium 09/17/190.055 5.001 mg/Kg 442461SW6010B 13:25 PPATEL NDBeryllium 09/17/190.055 5.001 mg/Kg 442461SW6010B 13:25 PPATEL NDCadmium 09/17/190.10 5.001 mg/Kg 442461SW6010B 13:25 PPATEL

56.6Chromium 09/17/190.075 5.001 mg/Kg 442461SW6010B 13:25 PPATEL

14.7Cobalt 09/17/190.070 5.001 mg/Kg 442461SW6010B 13:25 PPATEL

26.0Copper 09/17/190.20 5.001 mg/Kg 442461SW6010B 13:25 PPATEL

4.92Lead 09/17/190.10 3.001 mg/Kg 442461SW6010B 13:25 PPATEL NDMolybdenum 09/17/190.050 5.001 mg/Kg 442461SW6010B 13:25 PPATEL

41.3Nickel 09/17/190.50 5.001 mg/Kg 442461SW6010B 13:25 PPATEL NDSilver 09/17/190.15 5.001 mg/Kg 442461SW6010B 13:25 PPATEL

72.1Vanadium 09/17/190.10 5.001 mg/Kg 442461SW6010B 13:25 PPATEL

Page 14 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 14:00
3974
Alan Enterprise
B3-5'
SoilSample Matrix:

Lab Sample ID: 1909078-008A
SDG:

Prep Batch ID: 1116655
Prep Batch Date/Time: 9/16/19 4:15:00PM
Prep Analyst: BJAY
Prep Method: 3050B
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDSelenium 09/17/190.22 5.001 mg/Kg 442473SW6010B 16:09 PPATEL

52.8Zinc 09/17/190.30 5.001 mg/Kg 442473SW6010B 16:09 PPATEL

Page 15 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 14:00
3974
Alan Enterprise
B3-5'
SoilSample Matrix:

Lab Sample ID: 1909078-008A
SDG:

Prep Batch ID: 1116655
Prep Batch Date/Time: 9/16/19 4:15:00PM
Prep Analyst: BJAY
Prep Method: 3050B
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
The results shown below are reported using their MDL.

NDThallium 09/17/195.5 50.010 mg/Kg 442461SW6010B 13:32 PPATEL NOTE: Diluted due to suppression of the spectral signal in undiluted run

Page 16 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 14:00
3974
Alan Enterprise
B3-5'
SoilSample Matrix:

Lab Sample ID: 1909078-008A
SDG:

Prep Batch ID: 1117290
Prep Batch Date/Time: 10/10/19 3:50:00PM
Prep Analyst: BJAY
Prep Method: WET/3010B
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDChromium (STLC) 10/10/190.010 0.201 mg/L 443035SW6010B 20:00 PPATEL

Page 17 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 14:00
3974
Alan Enterprise
B3-5'
SoilSample Matrix:

Lab Sample ID: 1909078-008A
SDG:

Prep Batch ID: 1116553
Prep Batch Date/Time: 9/12/19 2:43:00PM
Prep Analyst: EDORR
Prep Method: 3546_OCP
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDalpha-BHC 09/13/190.13 2.01 ug/Kg 442401SW8081B 15:25 LA NDgamma-BHC (Lindane) 09/13/190.16 2.01 ug/Kg 442401SW8081B 15:25 LA NDbeta-BHC 09/13/190.32 2.01 ug/Kg 442401SW8081B 15:25 LA NDdelta-BHC 09/13/190.16 2.01 ug/Kg 442401SW8081B 15:25 LA NDHeptachlor 09/13/190.11 2.01 ug/Kg 442401SW8081B 15:25 LA NDAldrin 09/13/190.20 2.01 ug/Kg 442401SW8081B 15:25 LA NDHeptachlor Epoxide 09/13/190.078 2.01 ug/Kg 442401SW8081B 15:25 LA NDgamma-Chlordane 09/13/190.16 2.01 ug/Kg 442401SW8081B 15:25 LA NDalpha-Chlordane 09/13/190.17 2.01 ug/Kg 442401SW8081B 15:25 LA ND4,4'-DDE 09/13/190.19 2.01 ug/Kg 442401SW8081B 15:25 LA NDEndosulfan I 09/13/190.18 2.01 ug/Kg 442401SW8081B 15:25 LA NDDieldrin 09/13/190.15 2.01 ug/Kg 442401SW8081B 15:25 LA NDEndrin 09/13/190.19 2.01 ug/Kg 442401SW8081B 15:25 LA ND4,4'-DDD 09/13/190.57 2.01 ug/Kg 442401SW8081B 15:25 LA NDEndosulfan II 09/13/190.58 2.01 ug/Kg 442401SW8081B 15:25 LA ND4,4'-DDT 09/13/190.13 2.01 ug/Kg 442401SW8081B 15:25 LA NDEndrin Aldehyde 09/13/190.15 2.01 ug/Kg 442401SW8081B 15:25 LA NDMethoxychlor 09/13/190.20 2.01 ug/Kg 442401SW8081B 15:25 LA NDEndosulfan Sulfate 09/13/190.12 2.01 ug/Kg 442401SW8081B 15:25 LA NDEndrin Ketone 09/13/190.094 2.01 ug/Kg 442401SW8081B 15:25 LA NDChlordane 09/13/192.1 201 ug/Kg 442401SW8081B 15:25 LA NDToxaphene 09/13/198.5 501 ug/Kg 442401SW8081B 15:25 LA Acceptance Limits

58.5TCMX (S) 09/13/19% 442401SW8081B 15:25 LA48 - 125

64.5DCBP (S) 09/13/19% 442401SW8081B 15:25 LA38 - 135

Page 18 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 14:00
3974
Alan Enterprise
B3-5'
SoilSample Matrix:

Lab Sample ID: 1909078-008A
SDG:

Prep Batch ID: 1116592
Prep Batch Date/Time: 9/13/19 12:50:00PM
Prep Analyst: EDORR
Prep Method: 3546_TPH
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
x2.04TPH as Diesel 09/17/190.85 2.01 mg/Kg 442459SW8015B 14:48 MK NDTPH as Motor Oil 09/17/193.2 101 mg/Kg 442459SW8015B 14:48 MK Acceptance Limits

70.3Pentacosane (S) 09/17/19% 442459SW8015B 14:48 MK59 - 129 NOTE: x-not typical of Diesel ref. std: peaks within Diesel range quantified as diesel

Page 19 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 14:00
3974
Alan Enterprise
B3-5'
SoilSample Matrix:

Lab Sample ID: 1909078-008A
SDG:

Prep Batch ID: 1116690
Prep Batch Date/Time: 9/16/19 9:43:00AM
Prep Analyst: BPATEL
Prep Method: 5035GRO
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDTPH(Gasoline) 09/16/1943 1001 ug/Kg 4424418260TPH 18:30 BP

99.2(S) 4-Bromofluorobenzene 09/16/19%
4424418260TPH 18:30 BP43.9 - 127

Page 20 of 33 ends

SAMPLE RESULTS
Report prepared for:

Date Reported: 09/18/19
Date/Time Received: 09/11/19, 1:10 pm
Achievement Engineering Corp
Arash Firouzjaei
Client Sample ID:

Date/Time Sampled:

Project Number:

Project Name/Location:
09/10/19 / 14:00
3974
Alan Enterprise
B3-5'
SoilSample Matrix:

Lab Sample ID: 1909078-008A
SDG:

Prep Batch ID: 1116658
Prep Batch Date/Time: 9/16/19 9:43:00AM
Prep Analyst: BPATEL
Prep Method: 5035
Parameters:

Analytical
BatchUnitsQ
ResultsPQLMDLDF
Analyzed
Analysis
Method Time By
NDMTBE 09/16/192.3 101 ug/Kg 442441SW8260B 18:30 BP
NDBenzene 09/16/192.2 101 ug/Kg 442441SW8260B 18:30 BP
NDToluene 09/16/191.8 101 ug/Kg 442441SW8260B 18:30 BP
NDEthylbenzene 09/16/191.7 101 ug/Kg 442441SW8260B 18:30 BP NDm,p-Xylene 09/16/193.2 101 ug/Kg 442441SW8260B 18:30 BP NDo-Xylene 09/16/191.7 101 ug/Kg 442441SW8260B 18:30 BP 107(S) Dibromofluoromethane 09/16/19%
442441SW8260B 18:30 BP59.8 - 148

98.1(S) Toluene-d8 09/16/19%
442441SW8260B 18:30 BP55.2 - 133

88.4(S) 4-Bromofluorobenzene 09/16/19%
442441SW8260B 18:30 BP55.8 - 141

Page 21 of 33 ends

MB Summary Report
Work Order:

Matrix:

Units:

Prep Method:

SW8081BAnalytical
Method:

Prep Date:

Analyzed Date:
09/12/19 Prep Batch:

Analytical
Batch:ug/Kg
11165533546_OCP
Soil 442401
1909078
9/13/2019
Parameters
Method
Blank
Conc.

PQL MDL
Lab
Qualifier

0.13 2.0alpha-BHC ND

0.16 2.0gamma-BHC (Lindane) ND

0.32 2.0beta-BHC ND

0.16 2.0delta-BHC ND

0.11 2.0Heptachlor ND

0.20 2.0Aldrin
ND

0.078

2.0Heptachlor Epoxide ND

0.16 2.0gamma-Chlordane ND

0.17 2.0alpha-Chlordane ND

0.19 2.04,4'-DDE ND

0.18 2.0Endosulfan I ND

0.15 2.0Dieldrin ND

0.19 2.0Endrin ND

0.57 2.04,4'-DDD ND

0.58 2.0Endosulfan II ND

0.13 2.04,4'-DDT ND

0.15 2.0Endrin Aldehyde ND

0.20 2.0Methoxychlor ND

0.12 2.0Endosulfan Sulfate ND

0.094 2.0Endrin Ketone ND

2.1 20Chlordane ND

8.5 50Toxaphene ND
TCMX (S) 89.1
DCBP (S) 100
Work Order:

Matrix:

Units:

Prep Method:

SW8015BAnalytical
Method:

Prep Date:

Analyzed Date:
09/13/19 Prep Batch:

Analytical
Batch:mg/Kg
11165923546_TPH
Soil 442459
1909078
9/14/2019
Parameters
Method
Blank
Conc.

PQL MDL
Lab
Qualifier

0.85 2.0TPH as Diesel 0.941

3.2 10TPH as Motor Oil ND
Pentacosane (S) 89.2

Page 22 of 33 ends

MB Summary Report
Work Order:

Matrix:

Units:

Prep Method:

SW6010BAnalytical
Method:

Prep Date:

Analyzed Date:
09/16/19 Prep Batch:

Analytical
Batch:mg/Kg
11166553050B
Soil 442461
1909078
9/17/2019
Parameters
Method
Blank
Conc.

PQL MDL
Lab
Qualifier

0.050 5.00Antimony ND

0.15 1.30Arsenic ND

0.055 5.00Barium 0.055

0.055 5.00Beryllium ND

0.10 5.00Cadmium ND

0.075 5.00Chromium ND

0.070 5.00Cobalt ND

0.20 5.00Copper 0.99

0.10 1.30Lead ND

0.050 5.00Molybdenum 0.050

0.50 5.00Nickel ND

0.15 5.00Silver ND

0.55 5.00Thallium ND

0.10 5.00Vanadium ND
Work Order:

Matrix:

Units:

Prep Method:

SW7471BAnalytical
Method:

Prep Date:

Analyzed Date:
09/16/19 Prep Batch:

Analytical
Batch:mg/Kg
11166567471BP
Soil 442463
1909078
9/17/2019
Parameters
Method
Blank
Conc.

PQL MDL
Lab
Qualifier

0.083 0.50Mercury ND

Page 23 of 33 ends

MB Summary Report
Work Order:

Matrix:

Units:

Prep Method:

SW8260BAnalytical
Method:

Prep Date:

Analyzed Date:
09/16/19 Prep Batch:

Analytical
Batch:ug/Kg
11166585035
Soil 442441
1909078
9/16/2019
Parameters
Method
Blank
Conc.

PQL MDL
Lab
Qualifier

1.2 10Dichlorodifluoromethane ND

1.8 10Chloromethane ND

2.0 10Vinyl Chloride ND

2.7 10Bromomethane ND

3.0 10Chloroethane ND

2.1 10Trichlorofluoromethane ND

2.0 101,1-Dichloroethene ND

1.9 10Freon 113 ND

7.1 10Methylene Chloride ND

2.1 10trans-1,2-Dichloroethene ND

2.3 10MTBE ND
12 50TBA ND

2.3 10Diisopropyl ether ND

2.2 101,1-Dichloroethane ND

2.3 10Ethyl tert-Butyl ether ND

2.2 10cis-1,2-Dichloroethene ND

1.9 102,2-Dichloropropane ND

2.3 10Bromochloromethane ND

2.4 10Chloroform ND

2.1 10Carbon Tetrachloride ND

2.1 101,1,1-Trichloroethane ND

2.0 101,1-Dichloropropene ND

2.2 10Benzene ND

2.3 10TAME ND

2.3 101,2-Dichloroethane ND

1.8 10Trichloroethylene ND

1.8 10Dibromomethane ND

1.9 101,2-Dichloropropane ND

2.0 10Bromodichloromethane ND

1.6 10cis-1,3-Dichloropropene ND

1.8 10Toluene ND

1.7 10Tetrachloroethylene ND

1.6 10trans-1,3-Dichloropropene ND

1.8 101,1,2-Trichloroethane ND

1.9 10Dibromochloromethane ND

1.8 101,3-Dichloropropane ND

1.8 101,2-Dibromoethane ND

1.8 10Chlorobenzene ND

1.7 10Ethylbenzene ND

1.9 101,1,1,2-Tetrachloroethane ND

3.2 10m,p-Xylene ND

Page 24 of 33 ends

MB Summary Report
Work Order:

Matrix:

Units:

Prep Method:

SW8260BAnalytical
Method:

Prep Date:

Analyzed Date:
09/16/19 Prep Batch:

Analytical
Batch:ug/Kg
11166585035
Soil 442441
1909078
9/16/2019
Parameters
Method
Blank
Conc.

PQL MDL
Lab
Qualifier

1.7 10o-Xylene ND

1.6 10Styrene ND

1.7 10Bromoform ND

1.6 10Isopropyl Benzene ND

1.6 10n-Propylbenzene ND

1.8 10Bromobenzene ND

1.9 101,1,2,2-Tetrachloroethane ND

1.8 102-Chlorotoluene ND

1.6 101,3,5-Trimethylbenzene ND

1.9 101,2,3-Trichloropropane ND

1.6 104-Chlorotoluene ND

1.6 10tert-Butylbenzene ND

1.4 101,2,4-Trimethylbenzene ND

1.6 10sec-Butyl Benzene ND

1.5 10p-Isopropyltoluene ND

1.7 101,3-Dichlorobenzene ND

1.7 101,4-Dichlorobenzene ND

1.5 10n-Butylbenzene ND

1.8 101,2-Dichlorobenzene ND

1.8 101,2-Dibromo-3-Chloropropane 3.7

1.4 10Hexachlorobutadiene 2.8

1.5 101,2,4-Trichlorobenzene ND

1.7 10Naphthalene 4.0

1.7 101,2,3-Trichlorobenzene ND

2.3 102-Butanone 2.9

2.0 104-Methyl-2-Pentanone ND
(S) Dibromofluoromethane 101
(S) Toluene-d8 93.8
(S) 4-Bromofluorobenzene 82.8
Work Order:

Matrix:

Units:

Prep Method:

SW8260BAnalytical
Method:

Prep Date:

Analyzed Date:
09/16/19 Prep Batch:

Analytical
Batch:mg/Kg
11166905035GRO
Soil 442441
1909078
9/16/2019
Parameters
Method
Blank
Conc.

PQL MDL
Lab
Qualifier

0.043 0.10TPH(Gasoline) 0.089
(S) 4-Bromofluorobenzene 112

Page 25 of 33 ends

MB Summary Report
Work Order:

Matrix:

Units:

Prep Method:

SW6010BAnalytical
Method:

Prep Date:

Analyzed Date:
10/10/19 Prep Batch:

Analytical
Batch:mg/L
1117290WET/3010B
Soil 443035
1909078
10/10/2019
Parameters
Method
Blank
Conc.

PQL MDL
Lab
Qualifier

0.010 0.20Chromium (STLC) 0.033

0.050 0.20Lead (STLC) 0.054

0.010 0.20Nickel (STLC) ND

Page 26 of 33 ends

LCS/LCSD Summary Report
Raw values are used in quality control assessment.

Work Order:

Matrix:

Units:

Prep Method:

Analytical
Method:

Prep Date:

Analyzed Date:
09/12/19 Prep Batch:

Analytical
Batch:
3546_OCP 1116553
9/13/2019SW8081B 442401
ug/Kg
1909078
Soil
Parameters MDL PQL
Method
Blank
Conc.

Spike
Conc.

LCS %
Recovery
LCSD %
Recovery

LCS/LCSD
% RPD
%
Recovery
Limits
% RPD
Limits
Lab
Qualifier

2.0 400.16 0.532 30 25 - 135gamma-BHC (Lindane) 94.1 93.7 ND

2.0 400.11 1.77 30 40 - 130Heptachlor 99.4 97.8ND

2.0 400.20 1.07 30 25 - 140Aldrin 94.2 93.1ND

2.0 400.15 1.35 30 60 - 130Dieldrin 93.0 91.7ND

2.0 400.19 3.08 30 55 - 135Endrin 98.6 95.7ND

2.0 400.13 1.72 30 45 - 1404,4'-DDT 102 101ND
100 48 - 125TCMX (S) 94.2 88.5
100 38 - 135DCBP (S) 108 98.5
Work Order:

Matrix:

Units:

Prep Method:

Analytical
Method:

Prep Date:

Analyzed Date:
09/13/19 Prep Batch:

Analytical
Batch:
3546_TPH 1116592
9/14/2019SW8015B 442459
mg/Kg
1909078
Soil
Parameters MDL PQL
Method
Blank
Conc.

Spike
Conc.

LCS %
Recovery
LCSD %
Recovery

LCS/LCSD
% RPD
%
Recovery
Limits
% RPD
Limits
Lab
Qualifier

2.0 25.00.85 7.16 30 52 - 115TPH as Diesel 75.0 70.0 0.941 200 59 - 129Pentacosane (S) 81.1 77.2
Work Order:

Matrix:

Units:

Prep Method:

Analytical
Method:

Prep Date:

Analyzed Date:
09/16/19 Prep Batch:

Analytical
Batch:
3050B 1116655
9/17/2019SW6010B 442461
mg/Kg
1909078
Soil
Parameters MDL PQL
Method
Blank
Conc.

Spike
Conc.

LCS %
Recovery
LCSD %
Recovery

LCS/LCSD
% RPD
%
Recovery
Limits
% RPD
Limits
Lab
Qualifier

5.00 500.050 4.02 30 80 - 120Antimony 87.8 91.4ND

1.30 500.15 5.51 30 80 - 120Arsenic 88.3 93.3ND

5.00 500.055 4.97 30 80 - 120Barium 94.1 99.10.055

5.00 500.055 3.04 30 80 - 120Beryllium 90.8 93.6ND

5.00 500.10 4.54 30 80 - 120Cadmium 90.4 94.6ND

5.00 500.075 5.06 30 80 - 120Chromium 92.4 97.2ND

5.00 500.070 3.98 30 80 - 120Cobalt 88.6 92.1ND

5.00 500.20 4.10 30 80 - 120Copper 100 1050.99

3.00 500.10 5.54 30 80 - 120Lead 87.9 92.9ND

5.00 500.050 3.93 30 80 - 120Molybdenum 94.7 98.5 0.050

5.00 500.50 4.01 30 80 - 120Nickel 87.9 91.6ND

5.00 500.15 2.37 30 80 - 120Silver 91.7 94.1ND

5.00 500.20 5.69 30 80 - 120Thallium 92.2 97.6ND

5.00 500.10 4.67 30 80 - 120Vanadium 96.2 101ND

Page 27 of 33 ends

LCS/LCSD Summary Report
Raw values are used in quality control assessment.

Work Order:

Matrix:

Units:

Prep Method:

Analytical
Method:

Prep Date:

Analyzed Date:
09/16/19 Prep Batch:

Analytical
Batch:
7471BP 1116656
9/17/2019SW7471B 442463
mg/Kg
1909078
Soil
Parameters MDL PQL
Method
Blank
Conc.

Spike
Conc.

LCS %
Recovery
LCSD %
Recovery

LCS/LCSD
% RPD
%
Recovery
Limits
% RPD
Limits
Lab
Qualifier

0.50 1.250.047 6.70 30 80 - 120Mercury 86.4 80.7ND
Work Order:

Matrix:

Units:

Prep Method:

Analytical
Method:

Prep Date:

Analyzed Date:
09/16/19 Prep Batch:

Analytical
Batch:
5035 1116658
9/16/2019SW8260B 442441
ug/Kg
1909078
Soil
Parameters MDL PQL
Method
Blank
Conc.

Spike
Conc.

LCS %
Recovery
LCSD %
Recovery

LCS/LCSD
% RPD
%
Recovery
Limits
% RPD
Limits
Lab
Qualifier
10 50.02.0 0.000 30 53.7 - 1391,1-Dichloroethene 81.5 81.5 ND 10 50.02.2 0.202 30 66.5 - 135Benzene 98.9 98.7ND
10 50.01.8 1.16 30 57.5 - 150Trichloroethylene 104 103 ND 10 50.01.8 1.96 30 56.8 - 134Toluene 101 103ND
10 50.01.8 1.18 30 57.4 - 134Chlorobenzene 101 103 ND

50.0 59.8 - 148(S) Dibromofluoromethane 108 105

50.0 55.2 - 133(S) Toluene-d8 100 99.0

50.0 55.8 - 141(S) 4-Bromofluorobenzene 96.7 95.7
Work Order:

Matrix:

Units:

Prep Method:

Analytical
Method:

Prep Date:

Analyzed Date:
09/16/19 Prep Batch:

Analytical
Batch:
5035GRO 1116690
9/16/2019SW8260B 442441
mg/Kg
1909078
Soil
Parameters MDL PQL
Method
Blank
Conc.

Spike
Conc.

LCS %
Recovery
LCSD %
Recovery

LCS/LCSD
% RPD
%
Recovery
Limits
% RPD
Limits
Lab
Qualifier

0.10 10.043 10.7 30 48.2 - 132TPH(Gasoline) 106 118 0.089 50 43.9 - 127(S) 4-Bromofluorobenzene 125 104
Work Order:

Matrix:

Units:

Prep Method:

Analytical
Method:

Prep Date:

Analyzed Date:
10/10/19 Prep Batch:

Analytical
Batch:

WET/3010B 1117290
10/10/2019SW6010B 443035
mg/L
1909078
Soil
Parameters MDL PQL
Method
Blank
Conc.

Spike
Conc.

LCS %
Recovery
LCSD %
Recovery

LCS/LCSD
% RPD
%
Recovery
Limits
% RPD
Limits
Lab
Qualifier

0.20 100.010 0.338 20 80 - 120Chromium (STLC) 88.5 88.8 0.033

0.20 100.050 0.417 20 80 - 120Lead (STLC) 95.7 96.1 0.054

0.20 100.010 0.240 20 80 - 120Nickel (STLC) 83.3 83.5 ND

Page 28 of 33 ends

MS/MSD Summary Report
Raw values are used in quality control assessment.

Work Order: 1909078
Analyzed Date:

Prep Date:

Matrix:

Prep Method: 09/13/19
1909078-008ASpiked Sample:

Analytical
Method:

Prep Batch:

Units:

Analytical
Batch:
11165923546_TPH
Soil 442459
mg/Kg
SW8015B 9/17/2019
Parameters MDL PQL Sample
Conc.

Spike
Conc.

MS %
Recovery
MSD %
Recovery
MS/MSD
% RPD
%
Recovery
Limits
% RPD
Limits
Lab
Qualifier

25.0 52 - 1150.850 2.00 9.32 30TPH as Diesel 71.3 75.4ND 200 59 - 129Pentacosane (S) 86.0 84.5

Page 29 of 33 ends

Laboratory Qualifiers and Definitions
Method Detection Limit (MDL) - the minimum concentration of a subst ance that can be measured and reported with a 99% confidence that the analyte concentration is greater than zero
Matrix Spike (MS/MSD) - Client sample spiked with identical conc entrations of target analyte (s). The spiking occurs prior to the sample preparation and analysis. They are used to document the precision and bias of a method in a given sample matrix.

Matrix - the component or substrate that contains the analyte of interest (e.g., - groundwater, sediment, soil, waste water,e t c ) Laboratory Control Sample (LCS ad LCSD) - A known matrix spiked with compounds representative of the target analyte(s). This is used to document laboratory performance.

Duplicate - a field sample and/or laboratory QC sample prepared in duplicate following all of the same processes and procedures used on the original sample (sample duplicate, LCSD, MSD)
Blank (Method/Preparation Blank) -MB/PB - An analyte-free matrix to which all reagents are added in the same volumes/proportions as used in sample processing. The method blank is used to document contamination resulting from the analytical process.

Practical Quantitation Limit/Reporting Limit/Limit of Quantitation (PQL/RL/LOQ) - a laboratory determined value at 2 to 5 times above the MDL that can be reproduced in a manner that results in a 99% confidence level that the result is both accurate and precise. PQLs/RLs/LODs reflect all preparation factors and/or dilution factors that have been applied to the sample during the preparation and/or analytical processes.

Precision (%RPD) - The agreement among a set of replicate/duplicate measurements without regard to known value of the replicates Surrogate (S) or (Surr) - An organic compound which is similar to the target analyte(s) in chemical composition and behavior in the analytical process, but which is not normally found in environmental samples. Surrogates are used in most organic analysis to demonstrate matrix compatibility with the chosen method of analysis
Tentatively Identified Compound (TIC) - A compound not contained within the analytical calibration standards but present in the GCMS library of defined compounds. When the library is searched for an unknown compound, it c an frequently give a tentative identification to the compound based on retention time and primary and secondary ion match. TICs are reported as estimates and are candidates for further investigation.

Units: the unit of measure used to express the reported result - mg/L and mg/Kg (equivalent to PPM - parts per million in liquid and solid), ug/L and ug/Kg (equivalent to PPB - parts per billion in liquid and solid), ug/m3, mg/m3, ppbv and ppmv (all units of measure for reporting concentrations in air), % ( equivalent to 10000 ppm or 1,000,000 ppb), ug/Wipe ( concentration found on the surface of a single Wipe usually taken over a 100cm2 surface) B - Indicates when the analyte is found in the associated method or preparation blank D - Surrogate is not recoverable due to the necessary dilution of the sample E - Indicates the reportable value is outside of the calibration range of the instrument but within the linear range of the instrument (unless otherwise noted) Values reported with an E qualifier should be considered as estimated.

H- Indicates that the recommended holding time for the analyte or compound has been exceeded J- Indicates a value between the method MDL and PQL and that the reported concentration should be considered as estimated rather the quantitative NA - Not Analyzed
N/A - Not Applicable
ND - Not Detected at a concentration greater than the PQL/RL or, if reported to the MDL, at greater than the MDL.

NR - Not recoverable - a matrix spike concentration is not recoverable due to a concentration within the original sample that is greater than four times the spike concentration added
R- The % RPD between a duplicate set of samples is outside of the absolute values established by laboratory control charts S- Spike recovery is outside of established method and/or laboratory control limits. Further explanation of the use of this qualifier should be included within a case narrative
X -Used to indicate that a value based on pattern identification is within the pattern range but not typical of the pattern found in standards.

Further explanation may or may not be provided within the sample footnote and/or the case narrative.

DEFINITIONS:

Accuracy/Bias (% Recovery) - The closeness of agreement between an observed value and an accepted reference value.

LABORATORY QUALIFIERS:

Page 30 of 33 ends

Sample Receipt Checklist
Client Name: Achievement Engineering Corp
Project Name: Alan Enterprise
Work Order No.: 1909078
Date and Time Received: 9 /11/2019 1:10:00PM
Received By: Helena Ueng
Physically Logged By: Helena Ueng
Carrier Name: Client Drop Off
Checklist Completed By: Helena Ueng
Samples transported on ice
Comments:

Chain of Custody (COC) Information
Shipping Container/Cooler In Good Condition?
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Chain of custody present?
Chain of custody signed when relinquished and received? Chain of custody agrees with sample labels?
Samples in proper container/bottle?
Sufficient sample volume for indicated test?
All samples received within holding time?
Container/Temp Blank temperature in compliance?
Water-VOA vials have zero headspace?
Water-pH acceptable upon receipt?
Temperature:

Yes
Not Present
Not Present
Yes
Yes
Yes
Yes
Yes
Yes
No VOA vials submitted
N/A
Samples containers intact? Yes
°C
Sample Receipt Information
Sample Preservation and Hold Time (HT) Information
pH Checked by: N/A pH Adjusted by: N/A

13.0

Page 31 of 33 ends

Login Summary Report
Report Due Date:
9/11/2019
IIAchievement Engineering CorpTL6309
Alan Enterprise
3974
9/18/2019
TAT Requested:

Date Received:

Time Received:

QC Level:

Project Name:

Project # :

Comments:

Client ID:
5+ day:5
1:10 pm
1909078Work Order # :

SubbedRequested
Tests
Test
On Hold
Sample
On Hold
Scheduled
Disposal
MatrixCollection
Date/Time
Client
Sample ID
WO Sample ID
B1-5'1909078-001A Soil 03/08/20 09/10/19 10:38
Hold Samples
B1-15'1909078-002A Soil 03/08/20 09/10/19 11:14
Hold Samples
B1-25'1909078-003A Soil 03/08/20 09/10/19 11:58
TPHDO_S_8015(Mod
)
VOC_S_MBTEX
VOC_S_GRO
B1-35'1909078-004A Soil 03/08/20 09/10/19 12:10
TPHDO_S_8015(Mod
)
VOC_S_MBTEX
VOC_S_GRO
B2-5'1909078-005A Soil 03/08/20 09/10/19 11:30
Hold Samples
B2-15'1909078-006A Soil 03/08/20 09/10/19 13:00
Hold Samples
B2-25'1909078-007A Soil 03/08/20 09/10/19 12:30
TPHDO_S_8015(Mod
)
VOC_S_MBTEX
VOC_S_GRO
B3-5'1909078-008A Soil 03/08/20 09/10/19 14:00
TPHDO_S_8015(Mod
)
Met_S_CAM17STLC
Pest_S_8081OCP
Met_S_6010B CAM17
Hg_S_7471B
VOC_S_MBTEX
VOC_S_GRO
B3-10'1909078-009A Soil 03/08/20 09/10/19 15:00
Hold Samples

Page 32 of 33 ends

Page 33 of 33 ends

........................................................................................................................

A PPENDIX F :

N OISE D ATA
........................................................................................................................

Fundamentals of Noise
NOISE
Noise is most often defined as unwanted sound; whether it is loud, unpleasant, unexpected, or otherwise undesirable. Although sound can be easily measured, the perception of noise and the physical response to sound complicate the analysis of its impact on people. People judge the relative magnitude of sound sensation in subjective terms such as “noisiness” or “loudness.”
Noise Descriptors
The following are brief definitions of terminology used in this chapter:
 Sound. A disturbance created by a vibrating object, which, when transmitted by pressure waves through a medium such as air, is capable of being detected by a receiving mechanism, such as the human ear or a microphone.
 Noise. Sound that is loud, unpleasant, unexpected, or otherwise undesirable.  Decibel (dB). A unitless measure of sound, expressed on a logarithmic scale and with respect to a defined reference sound pressure. The standard reference pressure is 20 micropascals (20 µPa).  A-Weighted Decibel (dBA). An overall frequency-weighted sound level in decibels that approximates the frequency response of the human ear.
 Equivalent Continuous Noise Level (L eq); also called the Energy -Equivalent Noise Level. The value of an equivalent, steady sound level which, in a stated time period (often over an hour) and at a stated location, has the same A-weighted sound energy as the time-varying sound. Thus, the Leq metric is a single numerical value that represents the equivalent amount of variable sound energy received by a receptor over the specified duration.
 Statistical Sound Level (L n). The sound level that is exceeded “n” percent of time during a given sample period. For example, the L50 level is the statistical indicator of the time-varying noise signal that is exceeded 50 percent of the time (during each sampling period); that is, hal f of the sampling time, the changing noise levels are above this value and half of the time they are below it. This is called the “median sound level.” The L 10 level, likewise, is the value that is exceeded 10 percent of the time (i.e., near the maximum) and this is often known as the “intrusive sound level.” The L90 is the sound level exceeded 90 percent of the time and is often considered the “effective backgr ound level” or “residual noise level.”
 Maximum Sound Level (Lmax). The highest RMS sound level measured during the measurement period.
 Root Mean Square Sound Level (RMS). The square root of the average of the square of the sound pressure over the measurement period.

 Day-Night Sound Level (Ldn or DNL). The energy-average of the A- weighted sound levels occurring during a 24 -hour period, with 10 dB added to the sound levels occurring during the period from 10:00 PM to 7:00 AM.
 Community Noise Equivalent Level (CNEL). The energy average of the A -weighted sound levels occurring during a 24 -hour period, with 5 dB added from 7:00 PM to 10:00 PM and 10 dB from 10:00 PM to 7:00 AM. NOTE: For general community/environmental noise, CNEL and Ldn values rarely differ by more than 1 dB (with the CNEL being only slightly more restrictive – that is, higher than the L dn value). As a matter of practice, Ldn and CNEL values are interchangeable and are treated as equivalent in this assessment.
 Peak Particle Velocity (PPV). The peak rate of speed at which soil particles move (e.g., inches per second) due to ground vibration.
 Sensitive Receptor. Noise- and vibration-sensitive receptors include land uses where quiet environments are necessary for enjoyment and public health and safety. Residences, schools, motels and hotels, libraries, religious institutions, hospitals, and nursing homes are examples.

Characteristics of Sound
When an object vibrates, it radiates part of its energy in the form of a pressure wave. Sound is that pressure wave transmitted through the air. Technically, airborne sound is a rapid fluctuation or oscillation of air pressure above and below atmospheric pressure that creates sound waves.

Sound can be described in terms of amplitude (loudness), frequency (pitch), or duration (time). Loudness or amplitude is measured in dB, frequency or pitch is measured in Hertz [Hz] or cycles per second, and duration or time variations is measured in seconds or minutes.

Amplitude
Unlike linear units such as inches or pounds, decibels are measured on a logarithmic scale. Because of the physical characteristics of noise transmission and percept ion, the relative loudness of sound does not closely match the actual amounts of sound energy. Table 1 presents the subjective effect of changes in sound pressure levels. Ambient sounds generally range from 30 dBA (very quiet) to 100 dBA (very loud). Chang es of 1 to 3 dB are detectable under quiet, controlled conditions, and changes of less than 1 dB are usually not discernible (even under ideal conditions). A 3 dB change in noise levels is considered the minimum change that is detectable with human hearing in outside environments. A change of 5 dB is readily discernible to most people in an exterior environment, and a 10 dB change is perceived as a doubling (or halving) of the sound.

Table 1 Noise Perceptibility
Change in dB Noise Level
± 3 dB Barely perceptible increase
± 5 dB Readily perceptible increase
± 10 dB Twice or half as loud
± 20 dB Four times or one-quarter as loud
Source: California Department of Transportation (Caltrans). 20 13, September. Technical Noise Supplement (“TeNS”).

Frequency
The human ear is not equally sensitive to all frequencies. Sound waves below 16 Hz are not heard at all, but are “felt” more as a vibration. Similarly, though people with extremely sensitive hearing can hear sounds as high as 20,000 Hz, most people cannot hear above 15,000 Hz. In all cases, hearing acuity falls off rapidly above about 10,000 Hz and below about 200 Hz.

When describing sound and its effect on a human population, A -weighted (dBA) sound levels are typically used to approximate the response of the human ear. The A-weighted noise level has been found to correlate well with people’s judgments of the “noisiness” of different sounds and has been used for many years as a measure of community and industrial noise. Although the A-weighted scale and the energy-equivalent metric are commonly used to quantify the range of human response to individual events or general community sound levels, the degree of annoyance or other response also depends on several other perceptibility factors, including:
 Ambient (background) sound level
 General nature of the existing conditions (e.g., quiet rural or busy urban)  Difference between the magnitude of the sound event level and the ambient condition  Duration of the sound event
 Number of event occurrences and their repetitiveness  Time of day that the event occurs
Duration
Time variation in noise exposure is typically expressed in terms of a steady -state energy level equal to the energy content of the time varying period (called L eq), or alternately, as a statistical description of the sound level that is exceeded over some fraction of a given observation period. For example, the L 50 noise level represents the noise level that is exceeded 50 percent of the time; half the time the noise level exceeds this level and half the time the noise level is less than this level. This level is also representative of the level that is exceeded 30 minutes in an hour. Similarly, the L 2, L 8 and L 25 values represent the noise levels that are exceeded 2, 8, and 25 percent of the time or 1, 5, and 15 minutes per hour, respectively. These “n” val ues are typically used to demonstrate compliance for stationary noise sources with many cities’ noise ordinances.

Other values typically noted during a noise survey are the L min and Lmax. These values represent the minimum and maximum root-mean-square noise levels obtained over the measurement period, respectively.

Because community receptors are more sensitive to unwanted noise intrusion during the evening and at night, state law and many local jurisdictions use an adjusted 24 -hour noise descriptor called the Community Noise Equivalent Level (CNEL) or Day -Night Noise Level (L dn). The CNEL descriptor requires that an artificial increment (or “penalty”) of 5 dBA be added to the actual noise level for the hours from 7:00 PM to 10:00 PM and 10 dBA for the hour s from 10:00 PM to 7:00 AM. The L dn descriptor uses the same methodology except that there is no artificial increment added to the hours between 7:00 PM and 10:00 PM. Both descriptors give roughly the same 24 -hour level, with the CNEL being only slightly m ore restrictive (i.e., higher). The CNEL or L
dn metrics are commonly applied to the assessment of roadway and airport -related noise sources.

Sound Propagation
Sound dissipates exponentially with distance from the noise source. This phenomenon is known as “spreading loss.” For a single-point source, sound levels decrease by approximately 6 dB for each doubling of distance from the source (conservatively neglecting ground attenuation effects, air absorption factors, and barrier shielding). For example, if a b ackhoe at 50 feet generates 84 dBA, at 100 feet the noise level would be 79 dBA, and at 200 feet it would be 73 dBA. This drop -off rate is appropriate for noise generated by on- site operations from stationary equipment or activity at a project site. If noi se is produced by a line source, such as highway traffic, the sound decreases by 3 dB for each doubling of distance over a reflective (“hard site”) surface such as concrete or asphalt. Line source noise in a relatively flat environment with ground -level absorptive vegetation decreases by an additional 1.5 dB for each doubling of distance.

Psychological and Physiological Effects of Noise
Physical damage to human hearing begins at prolonged exposure to noise levels higher than 85 dBA.

Exposure to high noise levels affects the entire system, with prolonged noise exposure in excess of 75 dBA increasing body tensions, thereby affecting blood pressure and functions of the heart and the nervous system.

Extended periods of noise exposure above 90 dBA results in permanent cell damage, which is the main driver for employee hearing protection regulations in the workplace. For community environments, the ambient or background noise problem is widespread, through generally worse in urban areas than in outlying, les s- developed areas. Elevated ambient noise levels can result in noise interference (e.g., speech interruption/masking, sleep disturbance, disturbance of concentration) and cause annoyance. Since most people do not routinely work with decibels or A -weighted sound levels, it is often difficult to appreciate what a given sound pressure level number means. To help relate noise level values to common experience, Table 2 shows typical noise levels from familiar sources.

Table 2 Typical Noise Levels
Common Outdoor Activities
Noise Level
(dBA) Common Indoor Activities
Onset of physical discomfort 120+

110 Rock Band (near amplification system)
Jet Flyover at 1,000 feet
100
Gas Lawn Mower at three feet
90 Diesel Truck at 50 feet, at 50 mph Food Blender at 3 feet 80 Garbage Disposal at 3 feet
Noisy Urban Area, Daytime
70 Vacuum Cleaner at 10 feet
Commercial Area Normal speech at 3 feet
Heavy Traffic at 300 feet 60
Large Business Office
Quiet Urban Daytime 50 Dishwasher Next Room

Quiet Urban Nighttime 40 Theater, Large Conference Room (background) Quiet Suburban Nighttime
30 Library
Quiet Rural Nighttime Bedroom at Night, Concert Hall (background) 20 Broadcast/Recording Studio
10 Lowest Threshold of Human Hearing 0 Lowest Threshold of Human Hearing

Source: California Department of Transportation (Caltrans). 20 13, September. Technical Noise Supplement (“TeNS”).

Vibration Fundamentals
Vibration is an oscillatory motion through a solid medium in which the motion’s amplitude can be described in terms of displacement, velocity, or acceleration. Vibration is normally associated with activities stemming from operations of railroads or vibrat ion-intensive stationary sources, but can also be associated with construction equipment such as jackhammers, pile drivers, and hydraulic hammers. As with noise, vibration can be described by both its amplitude and frequency. Vibration displacement is the distance that a point on a surface moves away from its original static position; velocity is the instantaneous speed that a point on a surface moves; and acceleration is the rate of change of the speed. Each of these descriptors can be used to correlate vibration to human response, building damage, and acceptable equipment vibration levels. During construction, the operation of construction equipment can cause groundborne vibration. During the operational phase of a project, receptors may be subject to leve ls of vibration that can cause annoyance due to noise generated from vibration of a structure or items within a structure.

Vibration amplitudes are usually described in terms of either the peak particle velocity (PPV) or the root mean square (RMS) velocity. PPV is the maximum instantaneous peak of the vibration signal and RMS is the

square root of the average of the squared amplitude of the signal. PPV is more appropriate for evaluating potential building damage and RMS is typically more suitable for evaluating human response.

As with airborne sound, annoyance with vibrational energy is a subjective measure, depending on the level of activity and the sensitivity of the individual. To sensitive individuals, vibrations approaching the threshold of perception can be annoying. Persons accustomed to elevated ambient vibration levels, such as in an urban environment, may tolerate higher vibration levels. Table 3 displays the human response and the effects on buildings resulting from continuous vibration (in terms of various levels of PPV).

Table 3 Human Reaction to Typical Vibration Levels
Vibration Level,
PPV (in/sec) Human Reaction Effect on Buildings

0.006–0.019 Threshold of perception, possibility of intrusion Vibrations unlikely to cause damage of any type

0.08 Vibrations readily perceptible Recommended upper level of vibration to which ruins and ancient monuments should be subjected

0.10 Level at which continuous vibration begins to annoy people
Virtually no risk of “architectural” (i.e. not structural) damage to normal buildings

0.20 Vibrations annoying to people in buildings
Threshold at which there is a risk to “architectural”
damage to normal dwelling – houses with plastered
walls and ceilings

0.4–0.6
Vibrations considered unpleasant by people
subjected to continuous vibrations and unacceptable
to some people walking on bridges
Vibrations at a greater level than normally expected
from traffic, but would cause “architectural” damage
and possibly minor structural damage
Source: California Department of Transportation (Caltrans). 20 13, September. Transportation and Construction Vibration Guidance Manual.

LOCAL REGULATIONS AND STANDARDS
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Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 06/10/2020
Case Description: COCU-18
**** Receptor #1 ****
Baselines (dBA)
Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Building Construction Residential 65.0 60.0 55.0 Equipment
---------
Spec Actual Receptor Estimated
Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Crane No 16 80.6 50.0 0.0 Generator No 50 80.6 50.0 0.0 Tractor No 40 84.0 50.0 0.0

Results
-------
Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10
---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Crane 80.6 75.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Generator 80.6 80.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Tractor 84.0 83.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Total 84.0 85.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 06/10/2020
Case Description: COCU-18
**** Receptor #1 ****
Baselines (dBA)
Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Demolition Residential 65.0 60.0 55.0 Equipment
---------
Spec Actual Receptor Estimated
Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Concrete Saw No 20 89.6 50.0 0.0 Dozer No 40 81.7 50.0 0.0 Tractor No 40 84.0 50.0 0.0

N/A
Dozer 81.7 80.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Tractor 84.0 83.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Total 89.6 88.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 06/10/2020
Case Description: COCU-18
**** Receptor #1 ****
Baselines (dBA)
Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Grading Residential 65.0 60.0 55.0 Equipment
---------
Spec Actual Receptor Estimated
Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Grader No 40 85.0 50.0 0.0 Dozer No 40 81.7 50.0 0.0 Tractor No 40 84.0 50.0 0.0

Results
-------
Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10
---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Grader 85.0 84.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Dozer 81.7 80.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Tractor 84.0 83.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Total 85.0 87.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 06/10/2020
Case Description: COCU-18
**** Receptor #1 ****
Baselines (dBA)
Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Paving/Arch Coating Residential 65.0 60.0 55.0 Equipment
---------
Spec Actual Receptor Estimated
Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Pavement Scarafier No 20 89.5 50.0 0.0 Roller No 20 80.0 50.0 0.0 Tractor No 40 84.0 50.0 0.0

N/A
Roller 80.0 76.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Tractor 84.0 83.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Total 89.5 87.8 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 06/10/2020
Case Description: COCU-18
**** Receptor #1 ****
Baselines (dBA)
Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Site Preperation Residential 65.0 60.0 55.0 Equipment
---------
Spec Actual Receptor Estimated
Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Grader No 40 85.0 50.0 0.0 Scraper No 40 83.6 50.0 0.0 Tractor No 40 84.0 50.0 0.0

Results
-------
Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10 Lmax L10
---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Grader 85.0 84.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Scraper 83.6 82.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Tractor 84.0 83.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Total 85.0 88.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 06/10/2020
Case Description: COCU-18
**** Receptor #1 ****
Baselines (dBA)
Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Building Construction Residential 65.0 60.0 55.0 Equipment
---------
Spec Actual Receptor Estimated
Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Crane No 16 80.6 50.0 0.0 Generator No 50 80.6 50.0 0.0 Tractor No 40 84.0 50.0 0.0

Results
-------
Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq
---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Crane 80.6 72.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Generator 80.6 77.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Tractor 84.0 80.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Total 84.0 82.5 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 06/10/2020
Case Description: COCU-18
**** Receptor #1 ****
Baselines (dBA)
Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Demolition Residential 65.0 60.0 55.0 Equipment
---------
Spec Actual Receptor Estimated
Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Concrete Saw No 20 89.6 50.0 0.0 Dozer No 40 81.7 50.0 0.0 Tractor No 40 84.0 50.0 0.0

N/A
Dozer 81.7 77.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Tractor 84.0 80.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Total 89.6 85.3 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Roadway Construction Noise Model (RCNM),Version 1.1
Report date: 06/10/2020
Case Description: COCU-18
**** Receptor #1 ****
Baselines (dBA)
Description Land Use Daytime Evening Night ----------- -------- ------- ------- ----- Grading Residential 65.0 60.0 55.0 Equipment
---------
Spec Actual Receptor Estimated
Impact Usage Lmax Lmax Distance Shielding Description Device (%) (dBA) (dBA) (feet) (dBA) ----------- ------ ----- ----- ----- -------- --------- Grader No 40 85.0 50.0 0.0 Dozer No 40 81.7 50.0 0.0 Tractor No 40 84.0 50.0 0.0

Results
-------
Noise Limits (dBA) Noise Limit Exceedance (dBA) ---------------------------------------------- ---------------------------------------------- Calculated (dBA) Day Evening Night Day Evening Night ---------------- -------------- ------------- -------------- -------------- -------------- -------------- Equipment Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq Lmax Leq
---------------------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ Grader 85.0 81.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Dozer 81.7 77.7 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Tractor 84.0 80.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Total 85.0 84.6 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A
Paving&ArchCoating
Roadway Construction Noise Model (RCNM),Version 1.1
Report date:             07/07/2020
Case Description:        COCU‐18
**** Receptor #1 ****
Baselines (dBA)
Description            Land Use        Daytime    Evening    Night ‐‐‐‐‐‐‐‐‐‐‐            ‐‐‐‐‐‐‐‐        ‐‐‐‐‐‐‐    ‐‐‐‐‐‐‐    ‐‐ ‐‐‐ Paving/Arch Coating    Residential        65.0       60.0     55.0 Equipment
‐‐‐‐‐‐‐‐‐
Spec    Actual    Receptor    Estimated
Impact  Usage    Lmax    Lmax      Distance    Shielding Description           Device   (%)     (dBA)   (dBA)      (feet)       (dBA) ‐‐‐‐‐‐‐‐‐‐‐           ‐‐‐‐‐‐  ‐‐‐‐‐    ‐‐‐‐‐   ‐‐‐‐‐     ‐‐‐‐‐‐ ‐‐    ‐‐‐‐‐‐‐‐‐ Pavement
Scarafier        No     20             89.5         50.0          0.0 Roller                    No     20             80.0         50.0          0.0 Tractor                   No     40     84.0                 50.0          0.0

Results
‐‐‐‐‐‐‐
Noise Limits (dBA)
Noise Limit Exceedance (dBA)

‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
Calculated (dBA)         Day           Evening
Night              Day           Evening          Night ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐   ‐‐‐‐‐‐‐‐‐‐‐‐‐‐   ‐‐‐ ‐‐‐‐‐‐‐‐‐‐
‐‐‐‐‐‐‐‐‐‐‐‐‐‐    ‐‐‐‐‐‐‐‐‐‐‐‐‐‐  ‐‐‐‐‐‐‐‐‐‐‐‐‐‐  ‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐ Equipment                  Lmax    Leq        Lmax    Leq     Lmax    Leq     Lmax Leq       Lmax    Leq     Lmax    Leq     Lmax
Leq
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐     ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐ ‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐ ‐‐‐‐‐‐    ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐  ‐‐‐‐‐‐ Pavement Scarafier        89.5    82.5        N/A     N/A     N/A     N/A     N/A N/A       N/A     N/A     N/A     N/A     N/A     N/A
Roller                    80.0    73.0        N/A     N/A     N/A     N/A     N/A N/A       N/A     N/A     N/A     N/A     N/A     N/A
Tractor                   84.0    80.0        N/A     N/A     N/A     N/A     N/A N/A       N/A     N/A     N/A     N/A     N/A     N/A
Total      89.5

84.8 N/A N/A N/A N/A N/A
N/A N/A N/A N/A N/A N/A N/A

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Cupertino City CouncilFebruary 1, 2022

Cupertino City Council
February 1, 2022