Date(s)Drilled: 4-22-2024 Logged By: AZ/AC
Drilling Method: Hollow Stem
Drill Rig Type: CME 75
Sampling Method(s): Modified California, Bulk
Drill Bit Size/Type: 10î
Hammer Type: Auto (140lbs @ 30î)
Comments:
Approximate Groundwater Depth: Groundwater Not Encountered.
Total Depth
Drilled (ft)
Approximate Ground
Surface Elevation (ft)
60.5 H-1
D-1
18 @ 5í: Mottled olive gray to olive brown clayey SILT, moist, stiff, iron staining, trace caliche, trace gravel, diatomaceous.
MH
D-4 @ 10í: Mottled pale olive gray and pale olive brown clayey SILT, moist, stiff, iron staining, trace caliche, trace gravel, debris, diatomaceous.
72.1 54.3
@ 15í: Mottled pale olive gray and pale olive brown clayey SILT, very moist, very stiff, iron staining, trace caliche, diatomaceous.
D-6 @ 20í: Mottled black and olive gray silty and fine sandy CLAY, very moist, very stiff to hard, trace organics.
10.9 116.2
14 17
38 D-5
47.1 74.1 DS
71.3 57.4 CN
D-7 @ 25í: Mottled black and bluish gray silty/fine sandy CLAY, very moist, hard, trace organics.
51 13.5 108.3
Project Number: 24059-01
Appendix B
@ 2.5í: Mottled olive gray and olive brown clayey SILT, moist, medium stiff, iron staining, trace gravel, diatomaceous.
D-2
11 21 @ 7.5í: Mottled olive gray and bluish gray clayey SILT, moist, stiff, iron staining, trace gravel and debris, diatomaceous.
47.6 72.9
52.3 68.6 CN
MH
MH
CL
B-1 @ 1-5í
B-1 GS, AL, MD, EI, CC
MH
MH
CL
Artificial Fill (Af)
445
Surface: 4î AC, 6î AB
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
I 7 J -
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--- --- ------ --------- ------------------ ----------- I
-
I
-
-
-
1 J J J J -
-
I
s~
I
.
l -
I l 1078 I
D-12
Log Of Boring
Total Depth
Drilled (ft)
Approximate Ground
Surface Elevation (ft)
H-1
Depth
TypeNumber
USCS
(ft)
SAMPLES
MATERIAL DESCRIPTION
Moisture Content (%)
Dry Density (pcf)
REMARKS
30 Blows Per Foot
35 40
45 50
55 60
@ 30í: Mottled bluish gray and brownish gray clayey silty fine to medium SAND, very moist, dense, trace caliche
nodules.
D-8 56 SC 14.4 117.2
60.5 Hammer Type: Auto (140lbs @ 30î)
Logged By: AZ/AC
Drill Bit Size/Type: 10î
Sampling Method(s): Modified California, Bulk
Comments:
Approximate Groundwater Depth: Groundwater Not Encountered.
Date(s)Drilled: 4-22-2024
Drilling Method: Hollow Stem
Drill Rig Type: CME 75
Project Number: 24059-01
Appendix B
D-9 @ 35í: Bluish gray to black silty/sandy CLAY, very moist to wet, very stiff, trace coarse gravel, diatomaceous.
28 18.3 108.6
57.7 70.5
47.7 72.1
18.3 107.8
D-10 21 SC
D-11 27
@ 40í: Gray clayey SAND, very moist, medium dense.
@ 45í: Mottled gray and bluish gray clayey SAND, very
moist, medium dense.
24 @ 50í: Mottled olive gray and olive brown clayey/sandy SILTSTONE, very moist, very stiff, diatomaceous, minor
interbeds of fine sandstone, well bedded, thinly bedded to laminated.
MH
SC
CL
Monterey Formation (Tm)
D-13 22 @ 55í: Mottled olive gray and olive brown clayey/sandy 50.0 69.3 SILTSTONE, wet, very stiff, diatomaceous, minor interbeds of fine sandstone, well bedded, thinly bedded to
laminated, free water/seepage along bedding planes.
MH
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
445
I 7 J -
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--- -- --------- ------ -- ------- --- --- --- --------- --- -I
-
=1
-
-
I
-
I
-
-
-
1 J J J J -
-
I
s~
I
.
l -
I l 1079 I
Log Of Boring
Total Depth
Drilled (ft)
Approximate Ground
Surface Elevation (ft)
H-1
Depth
TypeNumber
USCS
(ft)
SAMPLES
MATERIAL DESCRIPTION
Moisture Content (%)
Dry Density (pcf)
REMARKS
60 Blows Per Foot
65 70
75 80
85 90
@ 60í: Olive brown sandy SILTSTONE, wet, hard, moderately well bedded, thinly laminated, diatomaceous
D-14 66.7 59.2 50/
5.5î
MH
60.5 Hammer Type: Auto (140lbs @ 30î)
Logged By: AZ/AC
Drill Bit Size/Type: 10î
Sampling Method(s): Modified California, Bulk
Comments:
Approximate Groundwater Depth: Groundwater Not Encountered.
Drilling Method: Hollow Stem
Drill Rig Type: CME 75
Project Number: 24059-01
Appendix B
Notes:
Total Depth: 60.5 Feet.
Groundwater Not Encountered.
Backfilled with Cuttings and Tamped.
Asphalt Patched with Cold Patch AC.
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
445
Date(s)Drilled: 4-22-2024 J I 7
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I
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-
-
-
-
-
-
-
-
-
-
-
-
1 l l l l
I
I l 1080
D-3
Log Of Boring
DepthTypeNumberUSCS
(ft)
SAMPLES
MATERIAL DESCRIPTION
Moisture Content (%)Dry Density (pcf)
REMARKS
0 Blows Per Foot
5 10
15 20
25 30
Logged By: AZ/AC
Drilling Method: Hollow Stem
Drill Rig Type: CME 75
Sampling Method(s): Modified California, Bulk
Drill Bit Size/Type: 10î
Hammer Type: Auto (140lbs @ 30î)
Comments:
Approximate Groundwater Depth: Groundwater Not Encountered.
Total Depth
Drilled (ft)
Approximate Ground
Surface Elevation (ft)
41.5 H-2
D-1
18 @ 5í: Mottled olive gray and light gray clayey SILT, very moist, stiff, bedrock fragments, iron staining, diatomaceous.
MH
D-4
@ 10í: UPPER: Olive gray clayey SILT, moist, very stiff, bedrock fragments, diatomaceous. 46.4 74.2
@ 15í: Light gray clayey SILT, very moist, very stiff,
diatomaceous.
D-6 @ 20í: Pale yellow clayey SILT, very moist, very stiff, diatomaceous.
67.6 55.5
33 33
35 D-5
50.5 70.5
77.5 60.3
D-7
@ 25í: Pale yellow to white clayey SILTSTONE, very moist, hard, fractured.
57 26.7 96.9
Project Number: 24059-01
Appendix B
@ 2.5í: Mottled olive gray and light gray clayey SILT, very moist, stiff, bedrock fragments, iron staining, diatomaceous.
D-2
18 20 @ 7.5í: Mottled dark brown and olive gray clayey SILT, moist, stiff, bedrock fragments, diatomaceous.
58.6 65.8
59.3 63.7
MH
MH
MH
B-1 @ 1-5í
GS, AL B-1
MH
MH
ML
Artificial Fill (Af)
Surface: 4î AC, 6î AB
Monterey Formation (Tm)
SM @ 10í: LOWER: Pale yellowish brown silty fine to medium SAND, moist, medium dense.
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
442
Date(s)Drilled: 4-22-2024 I 7 J -
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=1
--- -----------------------------------------------
-
-
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-
1 J J J J -
-
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s~
I
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l -
I l 1081 I
Log Of Boring
Total Depth
Drilled (ft)
Approximate Ground
Surface Elevation (ft)
H-2
Depth
TypeNumber
USCS
(ft)
SAMPLES
MATERIAL DESCRIPTION
Moisture Content (%)
Dry Density (pcf)
REMARKS
30 Blows Per Foot
35 40
45 50
55 60
@ 30í: Pale yellow to yellowish brown clayey SILTSTONE, wet, very stiff, diatomaceous.
76.7 53.7 D-8 27 MH
41.5 Hammer Type: Auto (140lbs @ 30î)
Logged By: AZ/AC
Drill Bit Size/Type: 10î
Sampling Method(s): Modified California, Bulk
Comments:
Approximate Groundwater Depth: Groundwater Not Encountered.
Drilling Method: Hollow Stem
Drill Rig Type: CME 75
Project Number: 24059-01
Appendix B
D-9 @ 35í: Pale yellow to yellowish brown clayey SILTSTONE, wet, very stiff, diatomaceous.
24 86.7 51.1
77.7 52.4
D-10 23 MH @ 40í: Reddish brown to olive gray clayey SILTSTONE, wet, very stiff, iron staining, diatomaceous.
MH
Notes:
Total Depth: 41.5 Feet.
Groundwater Not Encountered.
Backfilled with Cuttings and Tamped.
Asphalt Patched with Cold Patch AC.
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
442
Date(s)Drilled: 4-22-2024 J I 7
-
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-
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-
1 l l l l
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I l 1082
D-3
Log Of Boring
DepthTypeNumberUSCS
(ft)
SAMPLES
MATERIAL DESCRIPTION
Moisture Content (%)Dry Density (pcf)
REMARKS
0 Blows Per Foot
5 10
15 20
25 30
Logged By: AZ/AC
Drilling Method: Hollow Stem
Drill Rig Type: CME 75
Sampling Method(s): Modified California, Bulk
Drill Bit Size/Type: 10î
Hammer Type: Auto (140lbs @ 30î)
Comments:
Approximate Groundwater Depth: Groundwater Not Encountered.
Total Depth
Drilled (ft)
Approximate Ground
Surface Elevation (ft)
81.5 H-3
D-1
16 @ 5í: Pale olive gray to white clayey SILT, very moist, stiff to very stiff, trace iron staining, diatomaceous.
MH
D-4 @ 10í: Mottled pale olive gray and black silty CLAY with fine sand, very moist to wet, very stiff to hard, diatomaceous.
37.7 86.0
@ 15í: Mottled olive gray and black silty CLAY with fine sand, very moist to wet, very stiff, diatomaceous.
D-6 @ 20í: Pale olive gray clayey SILT, very moist to wet, stiff, trace fine gravel, diatomaceous, bedrock fragments up to 3 inches in diameter.
75.8 54.0
26 23
22 D-5
80.3 51.9 CN
37.8 70.9
D-7 @ 25í: Mottled olive gray and black silty CLAY, very moist, very stiff, diatomaceous.
29 38.8 85.0
Project Number: 24059-01
Appendix B
@ 2.5í: Pale olive gray to gray clayey SILT, moist, very stiff, trace coarse sand and fine gravel, diatomaceous.
D-2
24 15 @ 7.5í: Mottled olive gray and black clayey SILT with fine sand, very moist, stiff, diatomaceous.
67.3 66.0
51.4 71.4
CL
CL
MH
B-1 @ 1-5í
GS B-1
MH
MH
CL
Artificial Fill (Af)
Surface: 4î AC, 8î AB
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
441
Date(s)Drilled: 4-22-2024 I 7 J -
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I
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l _1 1083
D-12
Log Of Boring
Total Depth
Drilled (ft)
Approximate Ground
Surface Elevation (ft)
H-3
Depth
TypeNumber
USCS
(ft)
SAMPLES
MATERIAL DESCRIPTION
Moisture Content (%)
Dry Density (pcf)
REMARKS
30 Blows Per Foot
35 40
45 50
55 60
@ 30í: UPPER: Mottled pale olive gray and white silty CLAY, very moist, very stiff, diatomaceous.
D-8 39 CL 18.2 108.7
81.5 Hammer Type: Auto (140lbs @ 30î)
Logged By: AZ/AC
Drill Bit Size/Type: 10î
Sampling Method(s): Modified California, Bulk
Comments:
Approximate Groundwater Depth: Groundwater Not Encountered.
Drilling Method: Hollow Stem
Drill Rig Type: CME 75
Project Number: 24059-01
Appendix B
D-9 @ 35í: UPPER: Mottled pale bluish gray and black silty CLAY, very moist, hard, slightly diatomaceous, trace gravel.
35 58.2 65.1
28.5 96.5
14.9 117.0
15.1 110.8
D-10 32 MH
D-11 38
@ 40í: Mottled bluish gray and dark gray clayey SILT with fine sand, very moist to wet, very stiff, diatomaceous. @ 45í: Mottled bluish gray and black fine sandy CLAY, very moist, very stiff.
29 @ 50í: Mottled bluish gray and black fine sandy CLAY, wet, very stiff.
CL
CL
CL
D-13 45 @ 55í: Mottled bluish gray, yellowish brown, and black fine 24.9 103.6 sandy CLAY, wet, hard, bedrock fragments.
CL
@ 30í: LOWER: Yellowish brown silty fine SAND, very moist, medium dense, bedrock fragments.
SM
@ 35í: LOWER: Dark brown silty SAND, very moist, medium dense.
SM
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
441
Date(s)Drilled: 4-22-2024 I 7 J -
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--------- --------------------------
___
............ .... ---------
-I
-
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-
I
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-
1 l l l l
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l _1 1084
Log Of Boring
Total Depth
Drilled (ft)
Approximate Ground
Surface Elevation (ft)
H-3
Depth
TypeNumber
USCS
(ft)
SAMPLES
MATERIAL DESCRIPTION
Moisture Content (%)
Dry Density (pcf)
REMARKS
60 Blows Per Foot
65 70
75 80
85 90
@ 60í: Mottled olive gray and gray clayey SILT, very moist, very stiff, diatomaceous.
D-14 27 MH 54.0 66.2
81.5 Hammer Type: Auto (140lbs @ 30î)
Logged By: AZ/AC
Drill Bit Size/Type: 10î
Sampling Method(s): Modified California, Bulk
Comments:
Approximate Groundwater Depth: Groundwater Not Encountered.
Drilling Method: Hollow Stem
Drill Rig Type: CME 75
Project Number: 24059-01
Appendix B
Notes:
Total Depth: 81.5 Feet.
Groundwater Not Encountered.
Backfilled with Cuttings and Tamped.
Asphalt Patched with Cold Patch AC.
@ 65í: Mottled olive gray and gray clayey SILT, very moist to wet, very stiff, diatomaceous.
D-15 25 MH 51.2 66.1
@ 70í: UPPER: Mottled olive gray and gray clayey SILT, wet to saturated, stiff, diatomaceous.
D-16 13 MH 65.7 66.5
@ 75í: Dark olive brown to dark gray clayey SILTSTONE, wet, hard, laminated, diatomaceous.
D-17 88/ 68.0 55.8
11î
MH
@ 80í: Dark olive brown to dark gray clayey SILTSTONE, wet, hard, laminated, trace fine sand, diatomaceous.
D-18 94/ 63.6 58.8
11î
MH
Monterey Formation (Tm)
ML @ 70í: LOWER: Dark brown to black SILT, very moist, stiff.
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
441
Date(s)Drilled: 4-22-2024 I 7 J -
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=1 I
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-
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I l 1085 I
D-3
Log Of Boring
DepthTypeNumberUSCS
(ft)
SAMPLES
MATERIAL DESCRIPTION
Moisture Content (%)Dry Density (pcf)
REMARKS
0 Blows Per Foot
5 10
15 20
25 30
Logged By: AZ/AC
Drilling Method: Hollow Stem
Drill Rig Type: CME 75
Sampling Method(s): Modified California, Bulk
Drill Bit Size/Type: 10î
Hammer Type: Auto (140lbs @ 30î)
Comments:
Approximate Groundwater Depth: 55 feet.
Total Depth
Drilled (ft)
Approximate Ground
Surface Elevation (ft)
76 H-4
D-1
17 @ 5í: Mottled pale olive gray and white clayey SILT, moist, stiff, trace caliche, diatomaceous.
MH
D-4 @ 10í: Mottled olive gray and white clayey SILT, very moist to wet, medium stiff, diatomaceous.
63.1 56.1 CN
@ 15í: Mottled dark brown and olive gray silty/fine sandy CLAY, very moist, very stiff.
D-6 @ 20í: Olive gray clayey fine SAND, very moist, dense, trace fine gravel.
14.9 114.1
10 40
66 D-5
84.2 50.6
14.5 110.7
D-7 @ 25í: Dark olive gray clayey fine to medium SAND, very moist, medium dense, trace fine gravel.
31 17.1 109.5
Project Number: 24059-01
Appendix B
@ 2.5í: Mottled olive gray and pale gray clayey SILT, moist, stiff, trace caliche, diatomaceous.
D-2
18 13 @ 7.5í: Mottled pale olive gray and white clayey SILT, very moist, stiff, trace caliche, diatomaceous.
77.1 51.4
61.4 62.3 DS
MH
CL
SC
B-1 @ 1-4í
AL, EI, CC B-1
MH
MH
SC
Artificial Fill (Af)
Surface: 4î AC, 6î AB.
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
443
Date(s)Drilled: 4-22-2024 I 7 J -
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I
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=1
--- -- --------- ------ -- ------- --- --- --- ------------ -
-
--- --- -------- ------ -- ------- --- --- --- --------- --- I
-
I
-
-
-
1 J J J J -
-
I
s~
I
.
l -
I l 1086 I
D-12
Log Of Boring
Total Depth
Drilled (ft)
Approximate Ground
Surface Elevation (ft)
H-4
Depth
TypeNumber
USCS
(ft)
SAMPLES
MATERIAL DESCRIPTION
Moisture Content (%)
Dry Density (pcf)
REMARKS
30 Blows Per Foot
35 40
45 50
55 60
@ 30í: Mottled dark olive gray and black clayey fine SAND, very moist, medium dense.
D-8 33 SC 13.8 115.3
76 Hammer Type: Auto (140lbs @ 30î)
Logged By: AZ/AC
Drill Bit Size/Type: 10î
Sampling Method(s): Modified California, Bulk
Comments:
Approximate Groundwater Depth: 55 feet.
Drilling Method: Hollow Stem
Drill Rig Type: CME 75
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
Project Number: 24059-01
Appendix B
D-9 @ 35í: Mottled dark olive gray and black clayey fine SAND, very moist, dense.
42 17.1 113.1
21.5 103.1
13.4 117.9
16.1 108.3
D-10 24 SC
D-11 32
@ 40í: Mottled dark olive gray and black clayey fine SAND, very moist, medium dense, trace claystone fragments.
@ 45í: Bluish gray clayey fine to medium SAND, very
moist, medium dense, minor clean sand interbeds up to
0.25-inch thick.
20 @ 50í: Black fine sandy CLAY, very moist to wet, stiff, minor clean sand interbeds up to 0.5-inch thick, grass/vegetation fragments.
CL
SC
SC
D-13 50/ Niguel Formation (Tn) 19.8 101.9
6î @ 55í: Yellowish brown fine to coarse SANDSTONE,
saturated, very dense, micaceous, weakly indurated.
SP
@ 55í: Groundwater
443
Date(s)Drilled: 4-22-2024 I 7 J -
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-
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-
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l -
I l 1087 I
Log Of Boring
Total Depth
Drilled (ft)
Approximate Ground
Surface Elevation (ft)
H-4
Depth
TypeNumber
USCS
(ft)
SAMPLES
MATERIAL DESCRIPTION
Moisture Content (%)
Dry Density (pcf)
REMARKS
60 Blows Per Foot
65 70
75 80
85 90
@ 60í: Yellowish brown fine to coarse SANDSTONE,
saturated, very dense, micaceous, weakly indurated.
D-14 90/ 18.3 109.8
9î
SP
76 Hammer Type: Auto (140lbs @ 30î)
Logged By: AZ/AC
Drill Bit Size/Type: 10î
Sampling Method(s): Modified California, Bulk
Comments:
Approximate Groundwater Depth: 55 feet.
Drilling Method: Hollow Stem
Drill Rig Type: CME 75
Project Number: 24059-01
Appendix B
Notes:
Total Depth: 76.0 Feet.
Groundwater Not Encountered.
Backfilled with Cuttings and Tamped.
Asphalt Patched with Cold Patch AC.
@ 65í: Yellowish brown medium to coarse SANDSTONE,
saturated, very dense, micaceous, weakly indurated.
D-15 50/ 15.4 115.2
6î
SP
@ 75í: Yellowish brown to yellowish gray fine to coarse SANDSTONE with silt, saturated, very dense, micaceous,
shell fragments, weakly indurated.
D-16 50/ 23.8 96.6
3.5î
SPSM
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
443
Date(s)Drilled: 4-22-2024 I 7 J -
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Appendix!C!
1089
Client: SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project: 95 Argonaut Performed by: GA
Project No.: 24059-01 Checked by: KL
Date: 5/6/2024
Dry Soil
before
Wash
+
WContainer
Dry Soil
after #200
Wash
+
WContainer
WContainer
Wt of soil
retained on
# 200
sieve
Initial wt of
dry soil
Soil % passing
200 sieve
g g g g g %
H-1 B-1 0-5 Olive, Sandy Elastic Silt (MH) 520.19 329.13 221.19 107.94 299.00 63.90 H-2 B-1 0-5 Olive Gray, Elastic Silt with Sand
(MH) 533.02 305.89 220.07 85.82 312.95 72.58
H-3 B-1 0-5 Olive Gray, Elastic Silt with Sand
(MH) 466.67 288.21 222.20 66.01 244.47 73.00
MATERIALS FINER THAN 75-μm (No. 200) SIEVE by WASHING
ASTM D1140
Boring
No.
Sample
No.
Sample Description
(USCS)
Depth
(ft)
HAI HUSHMAH0 ASSOCIATES, INC.
~¥tdD 1tt,qu.it.!~
1090
Client: SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: GA
Project No.: 24059-01 Checked by: KL
Boring No.: H-1 Date: 05/06/24
Sample No.: B-1
Depth (ft): 0-5
Soil Description: Olive, Sandy Elastic Silt (MH)
LL LL LL PL PL
- 33 27 20 - -
(g) 25.83 25.43 25.6 12.89 12.84
(g) 19.78 19.41 19.23 10.37 10.32
(g) 11.17 11.21 10.72 4.28 4.31
(%) 70.3 73.4 74.9 41.4 41.9
73 42
31 MH
Liquid Limit, Plastic Limit, and Plasticity Index of Soils ASTM D4318
Test
Water content
Wt. of Container
Wt. of Dry soil + Container
Wt. of Wet Soil + Container
No. of blows
Plastic Limit (PL)
Liquid Limit (LL)
Remarks:
- Fine Sample is Less than 50% of Passing
#200)
USCS
Plasticity Index (PI)
0 10
20 30
40 50
0 10 20 30 40 50 60 70 80 90 100
PLASTICITY INDEX, PI (%)
LIQUID LIMIT, LL (%)
CL - ML
CL or OL
CH or OH
ML or OL
MH or OH
Plasticity (Clays) or Compressibility (Silts)
LOW MEDIUM HIGH
70 71
72 73
74 75
10 100
Moisture content (%)
Number of blows
25 KAI HIJSHt1•ND .USOCIATES . INC.
Georectmlcitl ,md Ei1rthqwke fngrrleers
1091
Client: SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: GA
Project No.: 24059-01 Checked by: KL
Boring No.: H-2 Date: 05/06/24
Sample No.: B-1
Depth (ft): 0-5
Soil Description: Olive Gray, Elastic Silt with Sand (MH)
LL LL LL PL PL
- 32 26 19 - -
(g) 26.3 26.4 26.47 12.6 12.96
(g) 20.2 20.1 19.97 10.29 10.57
(g) 11.27 11.2 10.98 4.25 4.18
(%) 68.3 70.8 72.3 38.2 37.4
70 38
32 MH
- Fine Sample is Less than 50% of Passing
#200)
Plasticity Index (PI)
USCS
Remarks:
Plastic Limit (PL)
Liquid Limit, Plastic Limit, and Plasticity Index of Soils ASTM D4318
Test
No. of blows
Wt. of Wet Soil + Container
Wt. of Dry soil + Container
Wt. of Container
Water content
Liquid Limit (LL)
0 10
20 30
40 50
0 10 20 30 40 50 60 70 80 90 100
PLASTICITY INDEX, PI (%)
LIQUID LIMIT, LL (%)
CL - ML
CL or OL
CH or OH
ML or OL
MH or OH
Plasticity (Clays) or Compressibility (Silts)
LOW MEDIUM HIGH
68 69
70 71
72 73
10 100
Moisture content (%)
Number of blows
25 KAI HIJSHt1•ND .USOCIATES . INC.
Georectmlcitl ,md Ei1rthqwke fngrrleers
1092
Client: SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: GA
Project No.: 24059-01 Checked by: KL
Boring No.: H-4 Date: 05/06/24
Sample No.: B-1
Depth (ft): 0-5
Soil Description: Olive Gray, Elastic Silt with Sand (MH)
LL LL LL PL PL
- 31 25 18 - -
(g) 26.92 26.3 26.43 12.92 12.79
(g) 20.03 19.27 19.5 10.18 10.12
(g) 11.53 10.9 11.34 4.22 4.33
(%) 81.1 84.0 84.9 46.0 46.1
83 46
37 MH
- Fine Sample is Less than 50% of Passing
#200)
Plasticity Index (PI)
USCS
Remarks:
Plastic Limit (PL)
Liquid Limit, Plastic Limit, and Plasticity Index of Soils ASTM D4318
Test
No. of blows
Wt. of Wet Soil + Container
Wt. of Dry soil + Container
Wt. of Container
Water content
Liquid Limit (LL)
0 10
20 30
40 50
0 10 20 30 40 50 60 70 80 90 100
PLASTICITY INDEX, PI (%)
LIQUID LIMIT, LL (%)
CL - ML
CL or OL
CH or OH
ML or OL
MH or OH
Plasticity (Clays) or Compressibility (Silts)
LOW MEDIUM HIGH
81 82
83 84
85 10 100
Moisture content (%)
Number of blows
25 KAI HIJSHt1•ND .USOCIATES . INC.
Georectmlcitl ,md Ei1rthqwke fngrrleers
1093
Client: SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project: 95 Argonaut Tested by: GA
Project No.: 24059-01 Checked by: KL
Boring Number: H-1 Date: 05/06/24
Sample Number: B-1
Depth (ft) : 0-5
Soil Description: Olive, Sandy Elastic Silt (MH)
Mold size (in) 4" 91.1
Procedure B 11.7
Weight Retained on: 7.7 94.1
Remarks: 10.8
Compaction Characteristics of Soils Using Modified Effort ASTM D1557
Maximum Dry Density (pcf)
Corrected Optimum Moisture Content (%)
Corrected Maximum Dry Density (pcf)
Optimum Moisture Content (%)
70 80
90 100
110
0 5 10 15 20 25 30
Dry Density (pcf)
Moisture Content (%)
Gs= 2.80
Gs= 2.70
HAI
',,,,,
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1094
Client: SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: GA
Project No.: 24059-01 Checked by: KL
Boring No.: H-1 Date:
Sample No.: B-1
Depth (ft): 0-5 Apparatus No.: 1
Soil Description: Olive, Sandy Elastic Silt (MH)
184.51 g 594.84 g
156.08 g 472.51 g
11.29 g 206.54 g
28.43 g 122.33 g
144.79 g 265.97 g
19.6 % 46.0 %
528.85 g
206.54 g
322.31 g
98.8 pcf 5/17/2024 10:25 0 0
82.6 pcf 5/17/2024 10:35 10 0.0000
2.68 -
51.4 % 5/18/2024 10:25 1440 0.0909
Wt. of water
Wt. of container
High
∆h, Expansion
0 0
Moisture Content
Final Specimen Info
Wt. of wet soil + cont.
Wt. of dry soil + cont.
Wt. of container
EXPANSION INDEX
ASTM D4829
5/6/2024
Wt. of wet soil + cont.
Initial Specimen Info
Wt. of water
Wt. of ring
Wt. of wet soil + ring
Wt. of wet soil
Wt. of dry soil + cont.
Wet density of soil
Wt. of dry soil
Expansion Index =
Dial
Reading
Saturation
Moisture Content
Add Distilled Water to Sample
Date & Time
Elapsed
Time
(min)
0.0909
91 Specific gravity of soil
Dry density of soil
Wt. of dry soil
HAI
1095
Client: SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: GA
Project No.: 24059-01 Checked by: KL
Boring No.: H-4 Date:
Sample No.: B-1
Depth (ft): 0-5 Apparatus No.: 2
Soil Description: Olive, Sandy Elastic Silt (MH)
163.33 g 582.98 g
138.46 g 45395.00 g
23.29 g 206.33 g
24.87 g -44812.02 g
115.17 g 45188.67 g
21.6 % -99.2 %
511.95 g
206.33 g
305.62 g
95.2 pcf 5/17/2024 11:00 0 0
78.3 pcf 5/17/2024 11:10 10 0.0000
2.68 -
50.9 % 5/18/2024 11:00 1440 0.1036
Wt. of water
Wt. of container
High
∆h, Expansion
0 0
Moisture Content
Final Specimen Info
Wt. of wet soil + cont.
Wt. of dry soil + cont.
Wt. of container
EXPANSION INDEX
ASTM D4829
5/6/2024
Wt. of wet soil + cont.
Initial Specimen Info
Wt. of water
Wt. of ring
Wt. of wet soil + ring
Wt. of wet soil
Wt. of dry soil + cont.
Wet density of soil
Wt. of dry soil
Expansion Index =
Dial
Reading
Saturation
Moisture Content
Add Distilled Water to Sample
Date & Time
Elapsed
Time
(min)
0.1036
104
Specific gravity of soil
Dry density of soil
Wt. of dry soil
HAI
1096
SAG-24-018-2
Client: SA Geotechnical, Inc GA
Project Name: 95 Argonaut KL
Project Number: 24059-01 Date:
Boring No.: H-1
Sample No.: D-2
Sample Type:
Depth (ft): 5
Soil Description: Olive Gray, Elastic Silt with Sand (MH) Type of test: Consolidated, Drained
1 2 3
1 2 4
0.002 0.002 0.002
#REF! #REF!
O 1.32 1.85 2.94
X 0.96 1.34 2.36
1.000 1.000 1.000
0.9998 0.9936 0.9883
2.416 2.416 2.416
43.8 43.8 43.8
54.3 52.5 50.4
71.1 71.4 72.3
Undisturbed Ring
Test No.
Symbol
DIRECT SHEAR TEST
HAI Project No.:
Tested by:
Checked by:
5/6/2024
ASTM D3080
Initial Moisture Content (%)
Dry Density (pcf)
Final Moisture Content (%)
Normal Stress (ksf)
Deformation Rate (in/min)
Peak Shear Stress (ksf)
Initial Height of Sample (in)
Diameter of Sample (in)
Height of Sample before Shear (in)
Shear Stress @ End of Test (ksf)
0 1
2 3
4 0 1 2 3 4 5 6 7 8
Shear Stress (ksf)
Normal Stress (ksf)
Peak
Ultimate
0 1
2 3
4 0 0.05 0.1 0.15 0.2 0.25
Shear Stress (ksf)
Horizontal Deformation (in)
HUSHMAHO ASSOCIATES, IHC.
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I I I I I I
I I I I I I
I I I I I I
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I I I I I I
I I I I I I
I I I I I I
1097
SAG-24-018-2
Client: SA Geotechnical, Inc GA
Project Name: 95 Argonaut KL
Project Number: 24059-01 Date:
Boring No.: H-4
Sample No.: D-1
Sample Type:
Depth (ft): 2.5
Soil Description: Olive Gray, Elastic Silt with Sand (MH) Type of test: Consolidated, Drained
1 2 3
1 2 4
0.002 0.002 0.002
#REF! #REF!
O 0.88 1.66 2.52
X 0.79 1.38 2.16
1.000 1.000 1.000
1.0004 0.9954 0.9909
2.416 2.416 2.416
56.4 56.4 56.4
68.8 61.8 52.6
61.0 62.8 65.8
Undisturbed Ring
Test No.
Symbol
DIRECT SHEAR TEST
HAI Project No.:
Tested by:
Checked by:
5/6/2024
ASTM D3080
Initial Moisture Content (%)
Dry Density (pcf)
Final Moisture Content (%)
Normal Stress (ksf)
Deformation Rate (in/min)
Peak Shear Stress (ksf)
Initial Height of Sample (in)
Diameter of Sample (in)
Height of Sample before Shear (in)
Shear Stress @ End of Test (ksf)
0 1
2 3
4 0 1 2 3 4 5 6 7 8
Shear Stress (ksf)
Normal Stress (ksf)
Peak
Ultimate
0 1
2 3
4 0 0.05 0.1 0.15 0.2 0.25
Shear Stress (ksf)
Horizontal Deformation (in)
HUSHMAHO ASSOCIATES, IHC.
Gtol«hn/Qllt tJrld f,1rlhqwik11 f"119inttr,
• •
I I I I I
I I I I
I I I I
I I I I
I I I I
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I I I I
I I I I
' ' ' '
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I I I I I I
I I I I I I
I I I I I I
························ ~·· ·········· ....... : ....................... 1..................... ....................... :..................... 1.. X .. .
I I I I I I
I I I I I I I
' I ' I ' I (!) ' I ' I ' I
I I I I I I
- -- --- -- -- --- -- L -- -- -- -- -- --:__ --- -- -- --- -- __ : --- -- -- -- -- * --- -- --- -- -- _ _:__ -- -- -- -- -- __ _: ___ -- --- -- -- -- __;_ __
I I I I I I I
: "' : : : : :
I \Al I I I I I
: X : : : : :
I I I I I I I
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--------------------0 --------------------: -----------------------i -----------------------r -----------------------: -----------------------i -----------------------r·-- "'" I I I I I I
I I I I I I I
I I I I I I I
I I I I I I I
I I I I I I I
I I I I I I I
1098
Client : SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: KL
Project Number: 24059-01 Checked by: MV
Boring No.: H-1 Date: 05/06/24
Sample No.: D-1
Type of Sample: Undisturbed ring
Depth (ft): 2.5
Soil Description: Olive Gray, Elastic Silt with Sand (MH) H (in)
Hs (in)
Hw (in)
Ha (in)
(pcf)
(%)
(%)
* Saturation is calculated based on Gs= 2.74
Load δH H Voids av Mv
(ksf) (in) (in) (in) (ksf-1) (ksf-1)
0.01 ------- 1.0000 0.676 2.085
0.2 0.0011 0.9990 0.675 2.081 1.7E-02 5.5E-03
0.4 0.0033 0.9967 0.673 2.075 3.5E-02 1.1E-02
0.8 0.0060 0.9940 0.670 2.066 2.1E-02 6.8E-03
1.6 0.0132 0.9869 0.663 2.044 2.8E-02 9.1E-03
3.2 0.0244 0.9757 0.651 2.010 2.2E-02 7.2E-03
3.2 0.0269 0.9731 0.649 2.002
6.4 0.0430 0.9571 0.633 1.952 1.5E-02 5.2E-03
12.8 0.0793 0.9208 0.597 1.840 1.7E-02 6.2E-03
25.6 0.1369 0.8632 0.539 1.663 1.4E-02 5.2E-03
6.4 0.1262 0.8739 0.550 1.696
1.6 0.1117 0.8884 0.564 1.740
0.4 0.1001 0.8999 0.576 1.776
e Comment
(%)
10.0 1.3
2.7 2.4
11.2 Water Added
Unloaded
12.6 13.7
7.9 4.3
0.6 0.3
0.1 0
Consol.
0.613
Initial Conditions
(g) (g) (g)
108.29
Height
0.553
0.324
0.900
112.80
Height of Water
Height of Solids
Initial Total Weight
66.73 1.000
Final Total Weight Final Dry Weight
0.324
Final Conditions
CONSOLIDATION TEST
ASTM D2435
96.1 Height of Air
62.3 90.7
69.0 0.063
55.4 68.4
0.023
Saturation
Water Content
Dry Density
HAI HUSHHAND ASSOC IATES, IHC.
~.arl'Mwlf.tr l~~
1099
Client : SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: KL
Project Number: 24059-01 Checked by: MV
Boring No.: H-1 Date: 05/06/24
Sample No.: D-1
Type of Sample: Undisturbed ring
Depth (ft): 2.5
Soil Description: Olive Gray, Elastic Silt with Sand (MH)
CONSOLIDATION TEST
ASTM D2435
-2.0
1.6 5.2
8.8 12.4
16.0 0.1 1 10 100
Consolidation (%)
Pressure, p (ksf)
Water added
1.65 1.75
1.85 1.95
2.05 2.15
0.1 1 10 100
Void Ratio, e
Pressure, p (ksf)
Water added
KAI HUSHHAHD 4SSOCIATIS . INC.
WORdlnlc-'-"'b •1~£~
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1100
Client : SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: KL
Project Number: 24059-01 Checked by: MV
Boring No.: H-1 Date: 05/06/24
Sample No.: D-5
Type of Sample: Undisturbed ring
Depth (ft): 15
Soil Description: Olive Gray, Elastic Silt with Sand (MH) H (in)
Hs (in)
Hw (in)
Ha (in)
(pcf)
(%)
(%)
* Saturation is calculated based on Gs= 2.74
Load δH H Voids av Mv
(ksf) (in) (in) (in) (ksf-1) (ksf-1)
0.01 ------- 1.0000 0.659 1.928
0.2 0.0025 0.9975 0.656 1.921 3.9E-02 1.3E-02
0.4 0.0075 0.9925 0.651 1.907 7.2E-02 2.5E-02
0.8 0.0103 0.9897 0.648 1.898 2.0E-02 7.1E-03
1.6 0.0172 0.9828 0.641 1.878 2.5E-02 8.8E-03
3.2 0.0283 0.9717 0.630 1.846 2.0E-02 7.1E-03
3.2 0.0304 0.9696 0.628 1.839
6.4 0.0479 0.9522 0.611 1.788 1.6E-02 5.7E-03
12.8 0.0818 0.9183 0.577 1.689 1.6E-02 5.8E-03
25.6 0.1261 0.8740 0.532 1.559 1.0E-02 4.0E-03
6.4 0.1156 0.8845 0.543 1.590
1.6 0.1001 0.8999 0.558 1.635
0.4 0.0852 0.9148 0.573 1.679
e Comment
(%)
8.5 1.7
3.0 2.8
10.0 Water Added
Unloaded
11.6 12.6
8.2 4.8
1.0 0.8
0.3 0
Consol.
0.627
Initial Conditions
(g) (g) (g)
112.21
Height
0.558
0.341
0.915
117.41
Height of Water
Height of Solids
Initial Total Weight
70.29 1.000
Final Total Weight Final Dry Weight
0.341
Final Conditions
CONSOLIDATION TEST
ASTM D2435
97.3 Height of Air
59.6 95.2
67.0 0.031
58.4 69.8
0.015
Saturation
Water Content
Dry Density
HAI HUSHHAND ASSOC IATES, IHC.
~.arl'Mwlf.tr l~~
1101
Client : SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: KL
Project Number: 24059-01 Checked by: MV
Boring No.: H-1 Date: 05/06/24
Sample No.: D-5
Type of Sample: Undisturbed ring
Depth (ft): 15
Soil Description: Olive Gray, Elastic Silt with Sand (MH)
CONSOLIDATION TEST
ASTM D2435
-2.0
1.6 5.2
8.8 12.4
16.0 0.1 1 10 100
Consolidation (%)
Pressure, p (ksf)
Water added
1.50 1.60
1.70 1.80
1.90 2.00
0.1 1 10 100
Void Ratio, e
Pressure, p (ksf)
Water added
KAI HUSHHAHD 4SSOCIATIS . INC.
WORdlnlc-'-"'b •1~£~
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1102
Client : SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: KL
Project Number: 24059-01 Checked by: MV
Boring No.: H-3 Date: 05/06/24
Sample No.: D-2
Type of Sample: Undisturbed ring
Depth (ft): 5
Soil Description: Olive Gray, Elastic Silt with Sand (MH) H (in)
Hs (in)
Hw (in)
Ha (in)
(pcf)
(%)
(%)
* Saturation is calculated based on Gs= 2.74
Load δH H Voids av Mv
(ksf) (in) (in) (in) (ksf-1) (ksf-1)
0.01 ------- 1.0000 0.716 2.517
0.2 0.0028 0.9972 0.713 2.508 5.2E-02 1.5E-02
0.4 0.0068 0.9932 0.709 2.494 7.0E-02 2.0E-02
0.8 0.0115 0.9885 0.704 2.477 4.1E-02 1.2E-02
1.6 0.0219 0.9781 0.694 2.440 4.6E-02 1.3E-02
3.2 0.0338 0.9663 0.682 2.399 2.6E-02 7.7E-03
3.2 0.0359 0.9641 0.680 2.391
6.4 0.0522 0.9479 0.664 2.334 1.8E-02 5.4E-03
12.8 0.0878 0.9123 0.628 2.209 2.0E-02 6.1E-03
25.6 0.1434 0.8566 0.572 2.013 1.5E-02 5.1E-03
6.4 0.1326 0.8675 0.583 2.051
1.6 0.1168 0.8832 0.599 2.107
0.4 0.0997 0.9003 0.616 2.167
e Comment
(%)
10.0 2.2
3.6 3.4
11.7 Water Added
Unloaded
13.3 14.3
8.8 5.2
1.1 0.7
0.3 0
Consol.
0.661
Initial Conditions
(g) (g) (g)
103.32
Height
0.596
0.284
0.900
108.17
Height of Water
Height of Solids
Initial Total Weight
58.52 1.000
Final Total Weight Final Dry Weight
0.284
Final Conditions
CONSOLIDATION TEST
ASTM D2435
96.8 Height of Air
76.6 92.3
84.8 0.055
48.6 60.0
0.020
Saturation
Water Content
Dry Density
HAI HUSHHAND ASSOC IATES, IHC.
~.arl'Mwlf.tr l~~
1103
Client : SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: KL
Project Number: 24059-01 Checked by: MV
Boring No.: H-3 Date: 05/06/24
Sample No.: D-2
Type of Sample: Undisturbed ring
Depth (ft): 5
Soil Description: Olive Gray, Elastic Silt with Sand (MH)
CONSOLIDATION TEST
ASTM D2435
-4.0
0.0 4.0
8.0 12.0
16.0 0.1 1 10 100
Consolidation (%)
Pressure, p (ksf)
Water added
1.90 2.04
2.18 2.32
2.46 2.60
0.1 1 10 100
Void Ratio, e
Pressure, p (ksf)
Water added
KAI HUSHHAHD 4SSOCIATIS . INC.
WORdlnlc-'-"'b •1~£~
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1104
Client : SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: KL
Project Number: 24059-01 Checked by: MV
Boring No.: H-4 Date: 05/06/24
Sample No.: D-4
Type of Sample: Undisturbed ring
Depth (ft): 10
Soil Description: Olive Gray, Elastic Silt with Sand (MH) H (in)
Hs (in)
Hw (in)
Ha (in)
(pcf)
(%)
(%)
* Saturation is calculated based on Gs= 2.74
Load δH H Voids av Mv
(ksf) (in) (in) (in) (ksf-1) (ksf-1)
0.01 ------- 1.0000 0.710 2.451
0.2 0.0038 0.9963 0.707 2.438 6.8E-02 2.0E-02
0.4 0.0099 0.9901 0.700 2.417 1.1E-01 3.1E-02
0.8 0.0166 0.9834 0.694 2.394 5.8E-02 1.7E-02
1.6 0.0311 0.9689 0.679 2.344 6.3E-02 1.9E-02
3.2 0.0492 0.9508 0.661 2.282 3.9E-02 1.2E-02
3.2 0.0517 0.9483 0.659 2.273
6.4 0.0729 0.9271 0.637 2.200 2.3E-02 7.1E-03
12.8 0.1117 0.8883 0.599 2.066 2.1E-02 6.8E-03
25.6 0.1643 0.8358 0.546 1.885 1.4E-02 4.9E-03
6.4 0.1536 0.8464 0.557 1.921
1.6 0.1382 0.8618 0.572 1.974
0.4 0.1201 0.8799 0.590 2.037
e Comment
(%)
12.0 3.1
5.2 4.9
13.8 Water Added
Unloaded
15.4 16.4
11.2 7.3
1.7 1.0
0.4 0
Consol.
0.689
Initial Conditions
(g) (g) (g)
103.94
Height
0.590
0.290
0.880
111.40
Height of Water
Height of Solids
Initial Total Weight
59.64 1.000
Final Total Weight Final Dry Weight
0.290
Final Conditions
CONSOLIDATION TEST
ASTM D2435
99.9 Height of Air
74.3 97.0
86.8 0.021
49.5 64.0
0.000
Saturation
Water Content
Dry Density
HAI HUSHHAND ASSOC IATES, IHC.
~.arl'Mwlf.tr l~~
1105
Client : SA Geotechnical, Inc HAI Project No.: SAG-24-018-2 Project Name: 95 Argonaut Tested by: KL
Project Number: 24059-01 Checked by: MV
Boring No.: H-4 Date: 05/06/24
Sample No.: D-4
Type of Sample: Undisturbed ring
Depth (ft): 10
Soil Description: Olive Gray, Elastic Silt with Sand (MH)
CONSOLIDATION TEST
ASTM D2435
-2.0
2.0 6.0
10.0 14.0
18.0 0.1 1 10 100
Consolidation (%)
Pressure, p (ksf)
Water added
1.85 1.99
2.13 2.27
2.41 2.55
0.1 1 10 100
Void Ratio, e
Pressure, p (ksf)
Water added
KAI HUSHHAHD 4SSOCIATIS . INC.
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Project X REPORT S240515F
Corrosion Engineering Page 2
Corrosion Control – Soil, Water, Metallurgy Testing Lab 29990 Technology Dr., Suite 13, Murrieta, CA 92563 Tel: 213-928-7213 Fax: 951-226-1720 www.projectxcorrosion.com
Soil Analysis Lab Results
Client: HAI
Job Name: 95 Argonaut
Client Job Number: SAG-24-018-2 / 24059-01
Project X Job Number: S240515F
May 17, 2024
Method
Bore# /
Description
Depth
(ft) (mg/kg) (wt%) (mg/kg) (wt%)
H-1 B-1 0-5 768.4 0.0768 156.2 0.0156
H-4 B-1 0-5 713.1 0.0713 82.9 0.0083
ASTM
D4327
ASTM
D4327
Sulfates
SO4
2-
Chlorides
ClCations and Anions, except Sulfide and Bicarbonate, tested with Ion Chromatography mg/kg = milligrams per kilogram (parts per million) of dry soil weight ND = 0 = Not Detected | NT = Not Tested | Unk = Unknown Chemical Analysis performed on 1:3 Soil-To-Water extract PPM = mg/kg (soil) = mg/L (Liquid)
Note: Sometimes a bad sulfate hit is a contaminated spot. Typical fertilizers are Potassium chloride, ammonium sulfate or ammonium sulfate nitrate (ASN). So this is another reason why testing full corrosion series is good because we then have the data to see if those other ingredients are present meaning the soil sample is just fertilizercontaminated soil. This can happen often when the soil samples collected are simply surface scoops. This is why it's best to dig in a foot, throw away the top and test the deeper stuff. Dairy farms are also notorious for these items.
If one sample pops up much more corrosive than all others, we would recommend collecting more samples surrounding the problem sample location to determine if the peak is isolated to it. This allows us to conclude it was a contaminated sample and able to declare it an outlier.
Try out our new online forms: SOIL CORROSIVITY & THERMAL RESISTIVITY LAB REQUEST FORM & IN-SITU WENNER 4 PIN QUOTE REQUEST FORM 1107
Appendix!D!
1108
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Appendix!E!
1116
Summary of Slope Stability Analysis
Filename Description Factor of Safety (FS)
Static Pseudostatic
01, 01p Global Stability of 25-foot High Fill Slope 2.38 1.46 Project No.: 24059-01
Project Name: Meritage/ 95 Argonaut, Aliso Viejo
-
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1117
95 Argonaut. Aliso Viejo
Global Stability of 25' High Slopes
SA Geotechnical, Inc. C:\Users\Reza Saberi\SA Geotechnical, Inc\SA Geotechnical - Projects\2024\24059-01 Meritage - 95 Argonaut, Aliso Viejo\Engineering\Sted\General Slope\01.gsd Spencer Method
PLATE C.2
0 20 40 60 80 100 120 140 160
400
420
440
460
480
500
400
420
440
460
480
500
GEOSTASEÆ v4.30.32 by GREGORY GEOTECHNICAL SOFTWARE
GEOSTASE FS = 2.381
B 1
B 2
B 3
0 20 40 60 80 100 120 140 160
400
420
440
460
480
500
400
420
440
460
480
500 No. FS
1 2.381
2 2.381
3 2.387
4 2.387
5 2.390
6 2.391
7 2.394
8 2.394
9 2.395
10 2.396
Soil Moist Wt Sat Wt c Phi ru -Uw Fact Piez Surf Soil
No. (pcf) (pcf) (psf) (deg) (ratio) (unsat) No. Options 1 Fill 110.0 110.0 400.0 24.0 0.000 0.0 1
. .
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -: - - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . .
---------------,---------------- .. -----------------,-----------------,------------- GEOSTASE .
Slope Stability
Analysis
1118
95 Argonaut. Aliso Viejo
Global Stability of 25' High Slopes
SA Geotechnical, Inc. C:\Users\Reza Saberi\SA Geotechnical, Inc\SA Geotechnical - Projects\2024\24059-01 Meritage - 95 Argonaut, Aliso Viejo\Engineering\Sted\General Slope\01.gsd Spencer Method
PLATE C.1
0 20 40 60 80 100 120 140 160
400
420
440
460
480
500
400
420
440
460
480
500
GEOSTASEÆ v4.30.32 by GREGORY GEOTECHNICAL SOFTWARE
GEOSTASE FS = 2.381
B 1
B 2
B 3
0 20 40 60 80 100 120 140 160
400
420
440
460
480
500
400
420
440
460
480
500 No. FS
1 2.381
2 2.381
3 2.387
4 2.387
5 2.390
6 2.391
7 2.394
8 2.394
9 2.395
10 2.396
Soil Moist Wt Sat Wt c Phi ru -Uw Fact Piez Surf Soil
No. (pcf) (pcf) (psf) (deg) (ratio) (unsat) No. Options 1 Fill 110.0 110.0 400.0 24.0 0.0 0.0 1
. .
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -: - - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - -:- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . .
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Slope Stability
Analysis
1119
*** GEOSTASE(R) ***
** GEOSTASE(R) (c)Copyright by Garry H. Gregory, Ph.D.,P.E.,S.E.,BC.GE ** ** Current Version 4.30.32‐Double Precision, Sept 2023 ** (All Rights Reserved‐Unauthorized Use Prohibited)
********************************************************************************* SLOPE STABILITY ANALYSIS SOFTWARE (2D & 3D)
Simplified Bishop, Simplified Janbu, or General Equilibrium (GE) Options. (Spencer, Morgenstern‐Price, USACE, and Lowe & Karafiath) Including Pier/Pile, Planar Reinf, Nail, Tieback, Line Loads Applied Forces, Fiber‐Reinforced Soil (FRS), Distributed Loads Nonlinear Undrained Shear Strength, Curved Strength Envelope, Anisotropic Strengths, Water Surfaces, 3‐Stage Rapid Drawdown 2‐ or 3‐Stage Pseudo‐Static & Simplified Newmark Seismic Analyses. ********************************************************************************* Analysis Date: 5/ 28/ 2024
Analysis Time:
Analysis By: SA Geotechnical, Inc.
Input File Name: C:\Users\Reza Saberi\SA Geotechnical, Inc\SA Geotechnical ‐ Projects\2024\24059‐01 Meritage ‐ 95 Argonaut, Aliso Viejo\Engineering\Sted\General Slope\01.gsd
Output File Name: C:\Users\Reza Saberi\SA Geotechnical, Inc\SA Geotechnical ‐ Projects\2024\24059‐01 Meritage ‐ 95 Argonaut, Aliso Viejo\Engineering\Sted\General Slope\01.OUT
Unit System: English
PROJECT: 95 Argonaut. Aliso Viejo
DESCRIPTION: Global Stability of 25' High Slopes
1120
PROFILE BOUNDARY DATA
3 Surface Boundaries
3 Total Boundaries
Boundary X ‐ 1 Y ‐ 1 X ‐ 2 Y ‐ 2 Soil Type No. (ft) (ft) (ft) (ft) Below Bnd 1 0.000 422.000 60.000 422.000 1 2 60.000 422.000 110.000 447.000 1 3 110.000 447.000 160.000 447.000 1 User Specified X‐Origin = 0.000(ft)
User Specified Y‐Origin = 400.000(ft)
SURFACE BOUNDARY POINT COORDINATES
(Information Only‐Not Used Directly)
Point No. X‐COORD Y‐COORD
1 0.000 422.000
2 60.000 422.000
3 110.000 447.000
4 160.000 447.000
SUBSURFACE BOUNDARY POINT COORDINATES
(Information Only‐Not Used Directly)
Point No. X‐COORD Y‐COORD
PROFILE BOUNDARY SLOPES AND ANGLES
BND No. Slope Angle(Deg.)
1 0.000 0.000
2 0.500 26.565
3 0.000 0.000
MOHR‐COULOMB SOIL PARAMETERS
1 Type(s) of Soil Defined
1121
Soil Number Moist Saturated Cohesion Friction Pore (‐Uw) Water Water and Unit Wt. Unit Wt. Intercept Angle Pressure Fact. Surface Option Description (pcf) (pcf) (psf) (deg) Ratio(ru) No. 1 Fill 110.0 110.0 400.00 24.00 0.000 0.0 1 0
TRIAL FAILURE SURFACE DATA
Circular Trial Failure Surfaces Have Been Generated Using A Random Procedure.
2000 Trial Surfaces Have Been Generated.
2000 Surfaces Generated at Increments of 0.0600(in) Equally Spaced Within the Start Range Along The Specified Surface Between X = 55.00(ft)
and X = 65.00(ft)
Each Surface ends within a Range Between X = 110.00(ft) and X = 140.00(ft)
All surfaces are generated left to right for both a left and right sliding slope.
Unless XCLUDE Lines Were Specified, The Minimum Elevation To Which A Surface Extends Is Y = 400.00(ft)
Specified Maximum Radius = 100000.000(ft)
3.000(ft) Line Segments Were Used For Each Trial Failure Surface.
The Spencer Method Was Selected for FS Analysis.
Selected fx function = Constant (1.0)
1122
SELECTED CONVERGENCE PARAMETERS FOR SPENCER METHOD:
Initial estimate of FS = 1.500
FS tolerance = 0.000001000
Initial estimate of theta(deg) = 15.00
Theta tolerance(radians) = 0.0001000
Minimum theta(deg) = ‐45.00 ; Maximum theta(deg) = 45.00 Theta convergence Step Factor = 5000.00
Maximum number of iterations = 50
Allowable negative side force = ‐1000.0(lbs)
Maximum force imbalance = 100.000000(lbs)
Maximum moment imbalance = 100.000000 (ft/lbs)
Selected Lambda Coefficient = 1.00
Specified Tension Crack Water Depth Factor = 0.000
Total Number of Trial Surfaces Attempted = 2000
WARNING! The Factor of Safety Calculation for one or More Trial Surfaces Did Not Converge in 50 Iterations.
Number of Trial Surfaces with Non‐Converged FS = 242
Number of Trial Surfaces With Valid FS = 1758
Percentage of Trial Surfaces With Non‐Converged and/or
Non‐Valid FS Solutions of the Total Attempted = 12.1 % Statistical Data On All Valid FS Values:
FS Max = 7.876 FS Min = 2.381 FS Ave = 2.890
Standard Deviation = 0.400 Coefficient of Variation = 13.85 % Critical Surface is Sequence Number 860 of Those Analyzed. *****BEGINNING OF DETAILED GEOSTASE OUTPUT FOR CRITICAL SURFACE FROM A SEARCH***** 1123
BACK‐CALCULATED CIRCULAR SURFACE PARAMETERS:
Circle Center At X = 73.583338(ft) ; Y = 471.872496(ft); and Radius = 51.705663(ft) Circular Trial Failure Surface Generated With 25 Coordinate Points Point X‐Coord. Y‐Coord.
No. (ft) (ft)
1 59.93747 422.00000
2 62.85286 421.29254
3 65.80437 420.75534
4 68.78207 420.39023
5 71.77593 420.19843
6 74.77588 420.18059
7 77.77181 420.33676
8 80.75364 420.66642
9 83.71134 421.16846
10 86.63494 421.84119
11 89.51460 422.68235
12 92.34063 423.68910
13 95.10352 424.85806
14 97.79396 426.18528
15 100.40290 427.66631
16 102.92155 429.29615
17 105.34144 431.06933
18 107.65441 432.97986
19 109.85270 435.02132
20 111.92888 437.18684
21 113.87598 439.46912
22 115.68743 441.86048
23 117.35715 444.35288
24 118.87950 446.93792
25 118.91136 447.00000
Iter. Theta FS FS
No. (deg) (Moment) (Force)
1124
(fx=1.0) Lambda Delta FS 1 15.0000 2.446791 2.358132 0.268 0.8865890E‐01 2 19.9500 2.277947 2.410070 0.363 0.1321227E+00 3 16.9874 2.389777 2.378405 0.305 0.1137135E‐01 4 17.2227 2.382173 2.380855 0.310 0.1318158E‐02 5 17.2535 2.381161 2.381176 0.311 0.1509128E‐04 6 17.2532 2.381173 2.381173 0.311 0.2018040E‐07 Factor Of Safety For The Preceding Specified Surface = 2.381 Theta (fx = 1.0) = 17.25 Deg Lambda = 0.311
The Spencer Method Has Been Selected For Analysis.
Selected fx function = Constant (1.0)
SELECTED CONVERGENCE PARAMETERS FOR ANALYSIS METHOD:
Initial estimate of FS = 1.500
FS tolerance = 0.000001000
Initial estimate of theta(deg) = 15.00
Theta tolerance(radians) = 0.0001000
Minimum theta(deg) = ‐45.00 ; Maximum theta(deg) = 45.00 Theta convergence Step Factor = 5000.00
Maximum number of iterations = 50
Maximum force imbalance = 100.000000(lbs)
Maximum moment imbalance(if Applicable) = 100.000000 (ft/lbs) Selected Lambda Coefficient = 1.00
Tension Crack Water Force = 0.00(lbs)
Specified Tension Crack Water Depth Factor = 0.000 ( 0.00% Filled ) Depth of Tension Crack (zo) at Side of Last Slice = 0.000(ft) Depth of Water in Tension Crack = 0.000(ft)
1125
Theoretical Tension Crack Depth = 11.199(ft)
NOTE: In Table 1 following, when a tension crack with water is present on the first slice (right facing slope) or on the last slice (left facing slope), the "side force" in the tension crack is set equal to the water pressure resultant. *** Table 1 ‐ Line of Thrust(if applicable) and Slice Force Data *** Slice X Y Side Force fx Force Angle Vert. Shear No. Coord. Coord. h/H (lbs) (Deg) Force(lbs) 1 60.00 422.00 1.000+ 14.21 1.000 17.25 4.2 2 62.85 422.10 0.376 846.01 1.000 17.25 250.9 3 65.80 422.15 0.336 1938.72 1.000 17.25 575.0 4 68.78 422.29 0.316 3153.82 1.000 17.25 935.4 5 71.78 422.53 0.303 4386.02 1.000 17.25 1300.9 6 74.78 422.87 0.292 5547.84 1.000 17.25 1645.5 7 77.77 423.32 0.283 6568.74 1.000 17.25 1948.3 8 80.75 423.88 0.275 7394.31 1.000 17.25 2193.1 9 83.71 424.55 0.266 7985.59 1.000 17.25 2368.5 10 86.63 425.32 0.258 8318.33 1.000 17.25 2467.2 11 89.51 426.18 0.249 8382.18 1.000 17.25 2486.1 12 92.34 427.15 0.239 8179.80 1.000 17.25 2426.1 13 95.10 428.20 0.227 7725.88 1.000 17.25 2291.5 14 97.79 429.33 0.214 7045.96 1.000 17.25 2089.8 15 100.40 430.54 0.198 6175.20 1.000 17.25 1831.5 16 102.92 431.81 0.177 5156.95 1.000 17.25 1529.5 17 105.34 433.11 0.150 4041.22 1.000 17.25 1198.6 18 107.65 434.41 0.111 2883.00 1.000 17.25 855.1 19 109.85 435.58 0.047 1740.49 1.000 17.25 516.2 20 110.00 435.65 0.040 1659.55 1.000 17.25 492.2 21 111.93 435.96 0.000‐ 735.94 1.000 17.25 218.3 22 113.88 319.35 0.000‐ 12.72 1.000 17.25 3.8 23 115.69 445.03 0.616 ‐377.52 1.000 17.25 ‐112.0 24 117.36 445.45 0.413 ‐395.07 1.000 17.25 ‐117.2 25 118.88 446.96 0.419 ‐13.96 1.000 17.25 ‐4.1 1126
26 118.91 447.00 0.000 0.00 1.000 17.25 0.0 NOTE: A value of 0.000‐ for h/H indicates that the line of thrust is at or below the lower boundary of the sliding mass. A value of 1.000+ for h/H indicates that the line of thrust is at or above the upper boundary of the sliding mass.
***Table 2 ‐ Geometry Data on the 26 Slices***
Slice Width Height X‐Cntr Y‐Cntr‐Base Y‐Cntr‐Top Alpha Beta Base Length No. (ft) (ft) (ft) (ft) (ft) (deg) (deg) (ft) 1 0.06 0.01 59.97 421.99 422.00 ‐13.64 0.00 0.06 2 2.85 1.07 61.43 421.64 422.71 ‐13.64 26.57 2.94 3 2.95 3.14 64.33 421.02 424.16 ‐10.32 26.57 3.00 4 2.98 5.07 67.29 420.57 425.65 ‐6.99 26.57 3.00 5 2.99 6.85 70.28 420.29 427.14 ‐3.67 26.57 3.00 6 3.00 8.45 73.28 420.19 428.64 ‐0.34 26.57 3.00 7 3.00 9.88 76.27 420.26 430.14 2.98 26.57 3.00 8 2.98 11.13 79.26 420.50 431.63 6.31 26.57 3.00 9 2.96 12.20 82.23 420.92 433.12 9.63 26.57 3.00 10 2.92 13.08 85.17 421.50 434.59 12.96 26.57 3.00 11 2.88 13.78 88.07 422.26 436.04 16.28 26.57 3.00 12 2.83 14.28 90.93 423.19 437.46 19.61 26.57 3.00 13 2.76 14.59 93.72 424.27 438.86 22.93 26.57 3.00 14 2.69 14.70 96.45 425.52 440.22 26.26 26.57 3.00 15 2.61 14.62 99.10 426.93 441.55 29.58 26.57 3.00 16 2.52 14.35 101.66 428.48 442.83 32.91 26.57 3.00 17 2.42 13.88 104.13 430.18 444.07 36.23 26.57 3.00 18 2.31 13.22 106.50 432.02 445.25 39.56 26.57 3.00 19 2.20 12.38 108.75 434.00 446.38 42.88 26.57 3.00 20 0.15 11.87 109.93 435.10 446.96 46.21 26.57 0.21 21 1.93 10.82 110.96 436.18 447.00 46.21 0.00 2.79 22 1.95 8.67 112.90 438.33 447.00 49.53 0.00 3.00 23 1.81 6.34 114.78 440.66 447.00 52.86 0.00 3.00 24 1.67 3.89 116.52 443.11 447.00 56.18 0.00 3.00 25 1.52 1.35 118.12 445.65 447.00 59.51 0.00 3.00 1127
26 0.03 0.03 118.90 446.97 447.00 62.83 0.00 0.07
***Table 2A ‐ Coordinates of Slice Points Defining the Slip Surface*** Point X‐Pt Y‐Pt
No. (ft) (ft)
1 59.937469 422.000000
2 60.000000 421.984826
3 62.852858 421.292536
4 65.804370 420.755344
5 68.782070 420.390233
6 71.775932 420.198432
7 74.775879 420.180587
8 77.771811 420.336758
9 80.753644 420.666419
10 83.711338 421.168461
11 86.634937 421.841192
12 89.514599 422.682350
13 92.340630 423.689101
14 95.103517 424.858057
15 97.793958 426.185283
16 100.402896 427.666310
17 102.921548 429.296153
18 105.341437 431.069325
19 107.654415 432.979858
20 109.852695 435.021318
21 110.000000 435.174961
22 111.928879 437.186835
23 113.875975 439.469118
24 115.687431 441.860483
25 117.357147 444.352881
26 118.879503 446.937922
27 118.911365 447.000000
1128
***Table 3 ‐ Force and Pore Pressure Data On The 26 Slices (Excluding Reinforcement)*** Ubeta Ubeta Ualpha Earthquake Force Stress Force Pore Force Distributed Slice Weight Top Top Bot Pressure ‐Uw Horiz Vert Load No. (lbs) (lbs) (psf) (lbs) (psf) (psf) (lbs) (lbs) (psf) 1 0.1 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 2 337.2 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 3 1019.6 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 4 1661.9 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 5 2254.3 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 6 2787.9 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 7 3255.4 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 8 3650.6 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 9 3968.8 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 10 4207.0 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 11 4363.6 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 12 4438.5 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 13 4433.4 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 14 4351.2 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 15 4196.7 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 16 3975.7 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 17 3695.5 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 18 3364.6 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 19 2992.7 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 20 192.3 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 21 2295.6 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 22 1857.4 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 23 1262.4 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 24 715.1 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 25 226.8 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 26 0.1 0.0 0.0 0.0 0.00 0.00 0.0 0.0 0.00 TOTAL WEIGHT OF SLIDING MASS = 65504.32(lbs)
EFFECTIVE WEIGHT OF SLIDING MASS = 65504.32(lbs)
TOTAL AREA OF SLIDING MASS = 595.49(ft2)
1129
***TABLE 4 ‐ SOIL STRENGTH & SOIL OPTIONS DATA ON THE 26 SLICES*** Slice Soil Cohesion Phi(Deg) Options
No. Type (psf)
1 1 400.00 24.00
2 1 400.00 24.00
3 1 400.00 24.00
4 1 400.00 24.00
5 1 400.00 24.00
6 1 400.00 24.00
7 1 400.00 24.00
8 1 400.00 24.00
9 1 400.00 24.00
10 1 400.00 24.00
11 1 400.00 24.00
12 1 400.00 24.00
13 1 400.00 24.00
14 1 400.00 24.00
15 1 400.00 24.00
16 1 400.00 24.00
17 1 400.00 24.00
18 1 400.00 24.00
19 1 400.00 24.00
20 1 400.00 24.00
21 1 400.00 24.00
22 1 400.00 24.00
23 1 400.00 24.00
24 1 400.00 24.00
25 1 400.00 24.00
26 1 400.00 24.00
SOIL OPTIONS:
A = ANISOTROPIC SHEAR STRENGTH
C = CURVED STRENGTH ENVELOPE (TANGENT PHI & C)
F = FIBER‐REINFORCED SOIL (FRS)
M = INDEPENDENT MULTI‐STAGE SHEAR STRENGTH
1130
N = NONLINEAR UNDRAINED SHEAR STRENGTH
R = RAPID DRAWDOWN OR RAPID LOADING (SEISMIC) SHEAR STRENGTH S = SHANSEP UNDRAINED SHEAR STRENGTH
NOTE: Phi and C in Table 4 are modified values based on specified Soil Options (if any).
***TABLE 5 ‐ Total Base Stress Data on the 26 Slices*** Slice Alpha X‐Coord. Base Total Total Total No. (deg) Slice Cntr Leng. Normal Stress Vert. Stress Normal/Vert. * (ft) (ft) (psf) (psf) Stress Ratio 1 ‐13.64 59.97 0.06 114.19 0.83 136.820 2 ‐13.64 61.43 2.94 257.11 118.20 2.175 3 ‐10.32 64.33 3.00 502.93 345.44 1.456 4 ‐6.99 67.29 3.00 716.17 558.12 1.283 5 ‐3.67 70.28 3.00 896.54 752.97 1.191 6 ‐0.34 73.28 3.00 1046.36 929.33 1.126 7 2.98 76.27 3.00 1167.54 1086.61 1.074 8 6.31 79.26 3.00 1261.74 1224.28 1.031 9 9.63 82.23 3.00 1330.42 1341.87 0.991 10 12.96 85.17 3.00 1374.94 1438.99 0.955 11 16.28 88.07 3.00 1396.55 1515.32 0.922 12 19.61 90.93 3.00 1396.49 1570.59 0.889 13 22.93 93.72 3.00 1375.97 1604.62 0.858 14 26.26 96.45 3.00 1336.22 1617.30 0.826 15 29.58 99.10 3.00 1278.52 1608.58 0.795 16 32.91 101.66 3.00 1204.17 1578.49 0.763 17 36.23 104.13 3.00 1114.58 1527.13 0.730 18 39.56 106.50 3.00 1011.23 1454.68 0.695 19 42.88 108.75 3.00 895.70 1361.38 0.658 20 46.21 109.93 0.21 809.17 1305.15 0.620 21 46.21 110.96 2.79 730.42 1190.10 0.614 22 49.53 112.90 3.00 530.57 953.92 0.556 23 52.86 114.78 3.00 329.81 696.87 0.473 24 56.18 116.52 3.00 136.34 428.26 0.318 1131
25 59.51 118.12 3.00 ‐47.05 149.01 ‐0.316 26 62.83 118.90 0.07 ‐142.16 3.41 ‐41.635
***TABLE 5A ‐ Total Base Force Data on the 26 Slices*** Slice Alpha X‐Coord. Base Total Total Total No. (deg) Slice Cntr Leng. Normal Force Vert. Force Normal/Vert. * (ft) (ft) (lbs) (lbs) Force Ratio 1 ‐13.64 59.97 0.06 7.35 0.05 140.790 2 ‐13.64 61.43 2.94 754.77 337.20 2.238 3 ‐10.32 64.33 3.00 1508.80 1019.57 1.480 4 ‐6.99 67.29 3.00 2148.50 1661.91 1.293 5 ‐3.67 70.28 3.00 2689.62 2254.28 1.193 6 ‐0.34 73.28 3.00 3139.07 2787.94 1.126 7 2.98 76.27 3.00 3502.62 3255.40 1.076 8 6.31 79.26 3.00 3785.22 3650.58 1.037 9 9.63 82.23 3.00 3991.27 3968.84 1.006 10 12.96 85.17 3.00 4124.81 4207.03 0.980 11 16.28 88.07 3.00 4189.65 4363.60 0.960 12 19.61 90.93 3.00 4189.46 4438.53 0.944 13 22.93 93.72 3.00 4127.90 4433.38 0.931 14 26.26 96.45 3.00 4008.67 4351.24 0.921 15 29.58 99.10 3.00 3835.55 4196.67 0.914 16 32.91 101.66 3.00 3612.52 3975.66 0.909 17 36.23 104.13 3.00 3343.75 3695.49 0.905 18 39.56 106.50 3.00 3033.68 3364.64 0.902 19 42.88 108.75 3.00 2687.10 2992.70 0.898 20 46.21 109.93 0.21 172.23 192.26 0.896 21 46.21 110.96 2.79 2035.79 2295.56 0.887 22 49.53 112.90 3.00 1591.72 1857.38 0.857 23 52.86 114.78 3.00 989.42 1262.35 0.784 24 56.18 116.52 3.00 409.02 715.08 0.572 25 59.51 118.12 3.00 ‐141.15 226.84 ‐0.622 26 62.83 118.90 0.07 ‐9.92 0.11 ‐91.181
1132
***TABLE 6 ‐ Effective and Base Shear Stress Data on the 26 Slices*** Slice Alpha X‐Coord. Base Effective Available Mobilized No. (deg) Slice Cntr Leng. Normal Stress Shear Strength Shear Stress * (ft) (ft) (psf) (psf) (psf) 1 ‐13.64 59.97 0.06 114.19 450.84 189.33 2 ‐13.64 61.43 2.94 257.11 514.47 216.06 3 ‐10.32 64.33 3.00 502.93 623.92 262.02 4 ‐6.99 67.29 3.00 716.17 718.86 301.89 5 ‐3.67 70.28 3.00 896.54 799.17 335.62 6 ‐0.34 73.28 3.00 1046.36 865.87 363.63 7 2.98 76.27 3.00 1167.54 919.82 386.29 8 6.31 79.26 3.00 1261.74 961.76 403.90 9 9.63 82.23 3.00 1330.42 992.34 416.75 10 12.96 85.17 3.00 1374.94 1012.16 425.07 11 16.28 88.07 3.00 1396.55 1021.78 429.11 12 19.61 90.93 3.00 1396.49 1021.76 429.10 13 22.93 93.72 3.00 1375.97 1012.62 425.26 14 26.26 96.45 3.00 1336.22 994.92 417.83 15 29.58 99.10 3.00 1278.52 969.23 407.04 16 32.91 101.66 3.00 1204.17 936.13 393.14 17 36.23 104.13 3.00 1114.58 896.24 376.39 18 39.56 106.50 3.00 1011.23 850.23 357.06 19 42.88 108.75 3.00 895.70 798.79 335.46 20 46.21 109.93 0.21 809.17 760.27 319.28 21 46.21 110.96 2.79 730.42 725.20 304.56 22 49.53 112.90 3.00 530.57 636.23 267.19 23 52.86 114.78 3.00 329.81 546.84 229.65 24 56.18 116.52 3.00 136.34 460.70 193.48 25 59.51 118.12 3.00 ‐47.05 379.05 159.19 26 62.83 118.90 0.07 ‐142.16 336.71 141.40
***TABLE 6A ‐ Effective and Base Shear Force Data on the 26 Slices*** Slice Alpha X‐Coord. Base Effective Available Mobilized 1133
No. (deg) Slice Cntr Leng. Normal Force Shear Force Shear Force * (ft) (ft) (lbs) (lbs) (lbs) 1 ‐13.64 59.97 0.06 7.35 29.01 12.18 2 ‐13.64 61.43 2.94 754.77 1510.31 634.27 3 ‐10.32 64.33 3.00 1508.80 1871.76 786.07 4 ‐6.99 67.29 3.00 2148.50 2156.57 905.68 5 ‐3.67 70.28 3.00 2689.62 2397.50 1006.86 6 ‐0.34 73.28 3.00 3139.07 2597.60 1090.89 7 2.98 76.27 3.00 3502.62 2759.47 1158.87 8 6.31 79.26 3.00 3785.22 2885.29 1211.71 9 9.63 82.23 3.00 3991.27 2977.03 1250.24 10 12.96 85.17 3.00 4124.81 3036.48 1275.21 11 16.28 88.07 3.00 4189.65 3065.35 1287.33 12 19.61 90.93 3.00 4189.46 3065.27 1287.29 13 22.93 93.72 3.00 4127.90 3037.86 1275.78 14 26.26 96.45 3.00 4008.67 2984.77 1253.49 15 29.58 99.10 3.00 3835.55 2907.70 1221.12 16 32.91 101.66 3.00 3612.52 2808.40 1179.42 17 36.23 104.13 3.00 3343.75 2688.73 1129.16 18 39.56 106.50 3.00 3033.68 2550.68 1071.19 19 42.88 108.75 3.00 2687.10 2396.38 1006.38 20 46.21 109.93 0.21 172.23 161.82 67.96 21 46.21 110.96 2.79 2035.79 2021.25 848.85 22 49.53 112.90 3.00 1591.72 1908.68 801.57 23 52.86 114.78 3.00 989.42 1640.52 688.95 24 56.18 116.52 3.00 409.02 1382.11 580.43 25 59.51 118.12 3.00 ‐141.15 1137.16 477.56 26 62.83 118.90 0.07 ‐9.92 23.49 9.87 Average Effective Normal Stress = 922.6529(psf)
Average Available Shear Strength = 810.7915(psf)
Total Length of Failure Surface = 69.0698(ft)
INPUT PARAMETERS FOR SIMPLIFIED 3D ANALYSIS
Composite Phi (deg)= 41.308
3D Depth (Vertical difference between ends of Slip Surface) = 25.00(ft) 1134
L/D(1): L = 25.00(ft) L/D(2): L = 50.00(ft) L/D(3): L = 75.00(ft) L/D(4): L = 100.00(ft) L/D(5): L = 125.00(ft) L/D(6): L = 150.00(ft) SUM OF MOMENTS = ‐0.109727E‐03 (ft/lbs);Imbalance (Fraction of Total Weight) = ‐0.1675105E‐08 SUM OF FORCES = ‐.762124E‐06 (lbs);Imbalance (Fraction of Total Weight) = ‐0.1163472E‐10 Sum of Available Shear Forces = 56001.19(lbs)
Sum of Mobilized Shear Forces = 23518.32(lbs)
FS Balance Check: FS = 2.381173
**** END OF GEOSTASE OUTPUT ****
1135
95 Argonaut. Aliso Viejo
Global Stability of 25' High Slopes (Pseudo-Static)
SA Geotechnical, Inc. \01p.gsd
Spencer Method
PLATE C.2
0 20 40 60 80 100 120 140 160
400
420
440
460
480
500
400
420
440
460
480
500
GEOSTASEÆ v4.30.32 by GREGORY GEOTECHNICAL SOFTWARE
GEOSTASE FS = 1.458
kh = 0.29000
B 1
B 2
B 3
0 20 40 60 80 100 120 140 160
400
420
440
460
480
500
400
420
440
460
480
500 No. FS
1 1.458
2 1.459
3 1.461
4 1.465
5 1.472
6 1.478
7 1.485
8 1.486
9 1.492
10 1.507
Soil Moist Wt Sat Wt c Phi ru -Uw Fact Piez Surf Soil
No. (pcf) (pcf) (psf) (deg) (ratio) (unsat) No. Options 1 Fill 110.0 110.0 400.0 24.0 0.000 0.0 1
. . . . . . .
- - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - . . . . . . .
-------------------------------------------------------------------------------------------------------------------------------------- GEOSTASE .
Slope Stability
Analysis
. . . . . . .
1136
95 Argonaut. Aliso Viejo
Global Stability of 25' High Slopes (Pseudo-Static)
SA Geotechnical, Inc. \01p.gsd
Spencer Method
PLATE C.1
0 20 40 60 80 100 120 140 160
400
420
440
460
480
500
400
420
440
460
480
500
GEOSTASEÆ v4.30.32 by GREGORY GEOTECHNICAL SOFTWARE
GEOSTASE FS = 1.458
kh = 0.29000
B 1
B 2
B 3
0 20 40 60 80 100 120 140 160
400
420
440
460
480
500
400
420
440
460
480
500 No. FS
1 1.458
2 1.459
3 1.461
4 1.465
5 1.472
6 1.478
7 1.485
8 1.486
9 1.492
10 1.507
Soil Moist Wt Sat Wt c Phi ru -Uw Fact Piez Surf Soil
No. (pcf) (pcf) (psf) (deg) (ratio) (unsat) No. Options 1 Fill 110.0 110.0 400.0 24.0 0.0 0.0 1
. . . . . . .
- - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - . . . . . . .
-------------------------------------------------------------------------------------------------------------------------------------- GEOSTASE .
Slope Stability
Analysis
. . . . . . .
1137
*** GEOSTASE(R) ***
** GEOSTASE(R) (c)Copyright by Garry H. Gregory, Ph.D.,P.E.,S.E.,BC.GE ** ** Current Version 4.30.32‐Double Precision, Sept 2023 ** (All Rights Reserved‐Unauthorized Use Prohibited)
********************************************************************************* SLOPE STABILITY ANALYSIS SOFTWARE (2D & 3D)
Simplified Bishop, Simplified Janbu, or General Equilibrium (GE) Options. (Spencer, Morgenstern‐Price, USACE, and Lowe & Karafiath) Including Pier/Pile, Planar Reinf, Nail, Tieback, Line Loads Applied Forces, Fiber‐Reinforced Soil (FRS), Distributed Loads Nonlinear Undrained Shear Strength, Curved Strength Envelope, Anisotropic Strengths, Water Surfaces, 3‐Stage Rapid Drawdown 2‐ or 3‐Stage Pseudo‐Static & Simplified Newmark Seismic Analyses. ********************************************************************************* Analysis Date: 5/ 28/ 2024
Analysis Time:
Analysis By: SA Geotechnical, Inc.
Input File Name: C:\Users\Reza Saberi\SA Geotechnical, Inc\SA Geotechnical ‐ Projects\2024\24059‐01 Meritage ‐ 95 Argonaut, Aliso Viejo\Engineering\Sted\General Slope\01p.gsd
Output File Name: C:\Users\Reza Saberi\SA Geotechnical, Inc\SA Geotechnical ‐ Projects\2024\24059‐01 Meritage ‐ 95 Argonaut, Aliso Viejo\Engineering\Sted\General Slope\01p.OUT
Unit System: English
PROJECT: 95 Argonaut. Aliso Viejo
DESCRIPTION: Global Stability of 25' High Slopes (Pseudo‐Static) 1138
PROFILE BOUNDARY DATA
3 Surface Boundaries
3 Total Boundaries
Boundary X ‐ 1 Y ‐ 1 X ‐ 2 Y ‐ 2 Soil Type No. (ft) (ft) (ft) (ft) Below Bnd 1 0.000 422.000 60.000 422.000 1 2 60.000 422.000 110.000 447.000 1 3 110.000 447.000 160.000 447.000 1 User Specified X‐Origin = 0.000(ft)
User Specified Y‐Origin = 400.000(ft)
SURFACE BOUNDARY POINT COORDINATES
(Information Only‐Not Used Directly)
Point No. X‐COORD Y‐COORD
1 0.000 422.000
2 60.000 422.000
3 110.000 447.000
4 160.000 447.000
SUBSURFACE BOUNDARY POINT COORDINATES
(Information Only‐Not Used Directly)
Point No. X‐COORD Y‐COORD
PROFILE BOUNDARY SLOPES AND ANGLES
BND No. Slope Angle(Deg.)
1 0.000 0.000
2 0.500 26.565
3 0.000 0.000
MOHR‐COULOMB SOIL PARAMETERS
1 Type(s) of Soil Defined
1139
Soil Number Moist Saturated Cohesion Friction Pore (‐Uw) Water Water and Unit Wt. Unit Wt. Intercept Angle Pressure Fact. Surface Option Description (pcf) (pcf) (psf) (deg) Ratio(ru) No. 1 Fill 110.0 110.0 400.00 24.00 0.000 0.0 1 0
SEISMIC (EARTHQUAKE) DATA
Specified Peak Ground Acceleration Coefficient (PGA) = 0.290(g) Default Velocity = 1.450(ft) per second
Specified Horizontal Earthquake Coefficient (kh) = 0.29000(g) Specified Vertical Earthquake Coefficient (kv) = 0.000(g) (NOTE:Input Velocity = 0.0 will result in default Peak
Velocity = 2 times(PGA) times 2.5 fps or 0.762 mps)
Specified Seismic Pore‐Pressure Factor = 0.000
Horizontal Seismic Force is Applied at Center of Gravity of Slices
TRIAL FAILURE SURFACE DATA
Circular Trial Failure Surfaces Have Been Generated Using A Random Procedure.
2000 Trial Surfaces Have Been Generated.
2000 Surfaces Generated at Increments of 0.0600(in) Equally Spaced Within the Start Range Along The Specified Surface Between X = 55.00(ft)
and X = 65.00(ft)
Each Surface ends within a Range Between X = 110.00(ft) and X = 140.00(ft)
All surfaces are generated left to right for both a left and right sliding slope.
Unless XCLUDE Lines Were Specified, The Minimum Elevation To Which A Surface Extends Is Y = 400.00(ft)
1140
Specified Maximum Radius = 100000.000(ft)
3.000(ft) Line Segments Were Used For Each Trial Failure Surface.
The Spencer Method Was Selected for FS Analysis.
Selected fx function = Constant (1.0)
SELECTED CONVERGENCE PARAMETERS FOR SPENCER METHOD:
Initial estimate of FS = 1.500
FS tolerance = 0.000001000
Initial estimate of theta(deg) = 15.00
Theta tolerance(radians) = 0.0001000
Minimum theta(deg) = ‐45.00 ; Maximum theta(deg) = 45.00 Theta convergence Step Factor = 5000.00
Maximum number of iterations = 50
Allowable negative side force = ‐1000.0(lbs)
Maximum force imbalance = 100.000000(lbs)
Maximum moment imbalance = 100.000000 (ft/lbs)
Selected Lambda Coefficient = 1.00
Specified Tension Crack Water Depth Factor = 0.000
Total Number of Trial Surfaces Attempted = 2000
WARNING! The Factor of Safety Calculation for one or More Trial Surfaces Did Not Converge in 50 Iterations.
Number of Trial Surfaces with Non‐Converged FS = 1779
Number of Trial Surfaces With Valid FS = 221
Percentage of Trial Surfaces With Non‐Converged and/or
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Non‐Valid FS Solutions of the Total Attempted = 89.0 % Statistical Data On All Valid FS Values:
FS Max = 1.907 FS Min = 1.458 FS Ave = 1.673
Standard Deviation = 0.100 Coefficient of Variation = 5.97 % Critical Surface is Sequence Number 8 of Those Analyzed. *****BEGINNING OF DETAILED GEOSTASE OUTPUT FOR CRITICAL SURFACE FROM A SEARCH***** BACK‐CALCULATED CIRCULAR SURFACE PARAMETERS:
Circle Center At X = 79.072422(ft) ; Y = 461.584595(ft); and Radius = 46.189706(ft) Circular Trial Failure Surface Generated With 29 Coordinate Points Point X‐Coord. Y‐Coord.
No. (ft) (ft)
1 55.27014 422.00000
2 57.88998 420.53836
3 60.59919 419.24987
4 63.38632 418.13997
5 66.23963 417.21334
6 69.14707 416.47388
7 72.09638 415.92472
8 75.07512 415.56818
9 78.07072 415.40575
10 81.07054 415.43813
11 84.06194 415.66517
12 87.03229 416.08592
13 89.96906 416.69860
14 92.85986 417.50063
15 95.69250 418.48863
16 98.45503 419.65843
17 101.13580 421.00509
18 103.72349 422.52293
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19 106.20720 424.20555
20 108.57643 426.04585
21 110.82121 428.03607
22 112.93206 430.16782
23 114.90007 432.43209
24 116.71694 434.81934
25 118.37502 437.31950
26 119.86730 439.92202
27 121.18748 442.61592
28 122.33001 445.38984
29 122.87389 447.00000
Iter. Theta FS FS
No. (deg) (Moment) (Force)
(fx=1.0) Lambda Delta FS 1 15.0000 1.669854 1.332393 0.268 0.3374611E+00 2 19.9500 1.647384 1.378190 0.363 0.2691943E+00 3 39.4653 9.550143 1.745311 0.823 0.7804832E+01 4 19.2530 1.653452 1.371193 0.349 0.2822590E+00 5 18.4988 1.658690 1.363842 0.335 0.2948478E+00 6 36.1598 0.000000 1.641211 0.731 0.1641211E+01 7 21.1879 1.633066 1.391134 0.388 0.2419319E+00 8 23.1140 1.598474 1.412737 0.427 0.1857370E+00 9 29.4789 0.000000 1.501027 0.565 0.1501027E+01 10 23.8147 1.580714 1.421087 0.441 0.1596267E+00 11 24.3602 1.564324 1.427786 0.453 0.1365382E+00 12 27.5854 1.384097 1.471473 0.522 0.8737655E‐01 13 26.3271 1.478043 1.453533 0.495 0.2451021E‐01 14 26.6029 1.461048 1.457360 0.501 0.3687567E‐02 15 26.6518 1.457865 1.458044 0.502 0.1790882E‐03 16 26.6495 1.458014 1.458012 0.502 0.1202523E‐05 17 26.6495 1.458013 1.458013 0.502 0.3293546E‐07 Factor Of Safety For The Preceding Specified Surface = 1.458 Theta (fx = 1.0) = 26.65 Deg Lambda = 0.502
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The Spencer Method Has Been Selected For Analysis.
Selected fx function = Constant (1.0)
SELECTED CONVERGENCE PARAMETERS FOR ANALYSIS METHOD:
Initial estimate of FS = 1.500
FS tolerance = 0.000001000
Initial estimate of theta(deg) = 15.00
Theta tolerance(radians) = 0.0001000
Minimum theta(deg) = ‐45.00 ; Maximum theta(deg) = 45.00 Theta convergence Step Factor = 5000.00
Maximum number of iterations = 50
Maximum force imbalance = 100.000000(lbs)
Maximum moment imbalance(if Applicable) = 100.000000 (ft/lbs) Selected Lambda Coefficient = 1.00
Tension Crack Water Force = 0.00(lbs)
Specified Tension Crack Water Depth Factor = 0.000 ( 0.00% Filled ) Depth of Tension Crack (zo) at Side of Last Slice = 0.000(ft) Depth of Water in Tension Crack = 0.000(ft)
Theoretical Tension Crack Depth = 11.199(ft)
NOTE: In Table 1 following, when a tension crack with water is present on the first slice (right facing slope) or on the last slice (left facing slope), the "side force" in the tension crack is set equal to the water pressure resultant. *** Table 1 ‐ Line of Thrust(if applicable) and Slice Force Data *** Slice X Y Side Force fx Force Angle Vert. Shear No. Coord. Coord. h/H (lbs) (Deg) Force(lbs) 1144
1 57.89 421.93 0.950 3030.29 1.000 26.65 1359.2 2 60.00 421.91 0.965 5333.39 1.000 26.65 2392.2 3 60.60 421.88 0.863 6054.86 1.000 26.65 2715.8 4 63.39 421.85 0.668 9202.53 1.000 26.65 4127.6 5 66.24 421.85 0.586 12349.95 1.000 26.65 5539.3 6 69.15 421.93 0.540 15298.87 1.000 26.65 6862.0 7 72.10 422.10 0.510 17906.63 1.000 26.65 8031.7 8 75.08 422.38 0.488 20071.76 1.000 26.65 9002.8 9 78.07 422.76 0.471 21725.73 1.000 26.65 9744.7 10 81.07 423.25 0.457 22827.80 1.000 26.65 10239.0 11 84.06 423.84 0.445 23361.35 1.000 26.65 10478.3 12 87.03 424.53 0.435 23331.13 1.000 26.65 10464.7 13 89.97 425.32 0.425 22760.74 1.000 26.65 10208.9 14 92.86 426.20 0.416 21690.43 1.000 26.65 9728.8 15 95.69 427.17 0.407 20174.76 1.000 26.65 9049.0 16 98.46 428.23 0.397 18280.37 1.000 26.65 8199.3 17 101.14 429.36 0.387 16083.52 1.000 26.65 7214.0 18 103.72 430.56 0.377 13667.69 1.000 26.65 6130.4 19 106.21 431.82 0.364 11120.94 1.000 26.65 4988.1 20 108.58 433.12 0.350 8533.38 1.000 26.65 3827.5 21 110.00 433.97 0.339 6906.36 1.000 26.65 3097.7 22 110.82 434.45 0.338 6007.06 1.000 26.65 2694.4 23 112.93 435.81 0.335 3761.86 1.000 26.65 1687.3 24 114.90 437.13 0.323 1902.94 1.000 26.65 853.5 25 116.72 437.71 0.237 481.61 1.000 26.65 216.0 26 118.38 441.92 0.476 ‐468.44 1.000 26.65 ‐210.1 27 119.87 442.85 0.413 ‐932.69 1.000 26.65 ‐418.3 28 121.19 444.38 0.403 ‐917.26 1.000 26.65 ‐411.4 29 122.33 446.06 0.415 ‐450.28 1.000 26.65 ‐202.0 30 122.87 447.00 0.000 0.00 1.000 26.65 0.0 NOTE: A value of 0.000‐ for h/H indicates that the line of thrust is at or below the lower boundary of the sliding mass. A value of 1.000+ for h/H indicates that the line of thrust is at or above the upper boundary of the sliding mass.
***Table 2 ‐ Geometry Data on the 30 Slices***
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Slice Width Height X‐Cntr Y‐Cntr‐Base Y‐Cntr‐Top Alpha Beta Base Length No. (ft) (ft) (ft) (ft) (ft) (deg) (deg) (ft) 1 2.62 0.73 56.58 421.27 422.00 ‐29.16 0.00 3.00 2 2.11 1.96 58.94 420.04 422.00 ‐25.44 0.00 2.34 3 0.60 2.76 60.30 419.39 422.15 ‐25.44 26.57 0.66 4 2.79 4.30 61.99 418.69 423.00 ‐21.71 26.57 3.00 5 2.85 6.73 64.81 417.68 424.41 ‐17.99 26.57 3.00 6 2.91 9.00 67.69 416.84 425.85 ‐14.27 26.57 3.00 7 2.95 11.11 70.62 416.20 427.31 ‐10.55 26.57 3.00 8 2.98 13.05 73.59 415.75 428.79 ‐6.83 26.57 3.00 9 3.00 14.80 76.57 415.49 430.29 ‐3.10 26.57 3.00 10 3.00 16.36 79.57 415.42 431.79 0.62 26.57 3.00 11 2.99 17.73 82.57 415.55 433.28 4.34 26.57 3.00 12 2.97 18.90 85.55 415.88 434.77 8.06 26.57 3.00 13 2.94 19.86 88.50 416.39 436.25 11.78 26.57 3.00 14 2.89 20.61 91.41 417.10 437.71 15.51 26.57 3.00 15 2.83 21.14 94.28 417.99 439.14 19.23 26.57 3.00 16 2.76 21.46 97.07 419.07 440.54 22.95 26.57 3.00 17 2.68 21.57 99.80 420.33 441.90 26.67 26.57 3.00 18 2.59 21.45 102.43 421.76 443.21 30.39 26.57 3.00 19 2.48 21.12 104.97 423.36 444.48 34.12 26.57 3.00 20 2.37 20.57 107.39 425.13 445.70 37.84 26.57 3.00 21 1.42 19.97 109.29 426.68 446.64 41.56 26.57 1.90 22 0.82 19.33 110.41 427.67 447.00 41.56 0.00 1.10 23 2.11 17.90 111.88 429.10 447.00 45.28 0.00 3.00 24 1.97 15.70 113.92 431.30 447.00 49.00 0.00 3.00 25 1.82 13.37 115.81 433.63 447.00 52.73 0.00 3.00 26 1.66 10.93 117.55 436.07 447.00 56.45 0.00 3.00 27 1.49 8.38 119.12 438.62 447.00 60.17 0.00 3.00 28 1.32 5.73 120.53 441.27 447.00 63.89 0.00 3.00 29 1.14 3.00 121.76 444.00 447.00 67.61 0.00 3.00 30 0.54 0.81 122.60 446.19 447.00 71.34 0.00 1.70
***Table 2A ‐ Coordinates of Slice Points Defining the Slip Surface*** 1146
Point
X‐Pt Y‐Pt
No. (ft) (ft)
1 55.270135 422.000000
2 57.889984 420.538361
3 60.000000 419.534845
4 60.599191 419.249872
5 63.386325 418.139971
6 66.239630 417.213338
7 69.147070 416.473882
8 72.096379 415.924724
9 75.075116 415.568179
10 78.070716 415.405751
11 81.070541 415.438127
12 84.061938 415.665168
13 87.032286 416.085918
14 89.969056 416.698602
15 92.859860 417.500635
16 95.692501 418.488633
17 98.455032 419.658429
18 101.135799 421.005088
19 103.723492 422.522929
20 106.207197 424.205550
21 108.576434 426.045852
22 110.000000 427.307986
23 110.821211 428.036073
24 112.932058 430.167815
25 114.900069 432.432088
26 116.716944 434.819339
27 118.375017 437.319497
28 119.867295 439.922017
29 121.187482 442.615918
30 122.330009 445.389838
31 122.873887 447.000000
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***Table 3 ‐ Force and Pore Pressure Data On The 30 Slices (Excluding Reinforcement)*** Ubeta Ubeta Ualpha Earthquake Force Stress Force Pore Force Distributed Slice Weight Top Top Bot Pressure ‐Uw Horiz Vert Load No. (lbs) (lbs) (psf) (lbs) (psf) (psf) (lbs) (lbs) (psf) 1 210.6 0.0 0.0 0.0 0.00 0.00 61.1 0.0 0.00 2 455.7 0.0 0.0 0.0 0.00 0.00 132.2 0.0 0.00 3 181.7 0.0 0.0 0.0 0.00 0.00 52.7 0.0 0.00 4 1318.8 0.0 0.0 0.0 0.00 0.00 382.4 0.0 0.00 5 2112.3 0.0 0.0 0.0 0.00 0.00 612.6 0.0 0.00 6 2879.3 0.0 0.0 0.0 0.00 0.00 835.0 0.0 0.00 7 3604.9 0.0 0.0 0.0 0.00 0.00 1045.4 0.0 0.00 8 4274.8 0.0 0.0 0.0 0.00 0.00 1239.7 0.0 0.00 9 4876.7 0.0 0.0 0.0 0.00 0.00 1414.2 0.0 0.00 10 5399.6 0.0 0.0 0.0 0.00 0.00 1565.9 0.0 0.00 11 5834.6 0.0 0.0 0.0 0.00 0.00 1692.0 0.0 0.00 12 6174.7 0.0 0.0 0.0 0.00 0.00 1790.7 0.0 0.00 13 6415.0 0.0 0.0 0.0 0.00 0.00 1860.4 0.0 0.00 14 6553.0 0.0 0.0 0.0 0.00 0.00 1900.4 0.0 0.00 15 6588.1 0.0 0.0 0.0 0.00 0.00 1910.5 0.0 0.00 16 6522.2 0.0 0.0 0.0 0.00 0.00 1891.5 0.0 0.00 17 6359.5 0.0 0.0 0.0 0.00 0.00 1844.2 0.0 0.00 18 6105.9 0.0 0.0 0.0 0.00 0.00 1770.7 0.0 0.00 19 5769.7 0.0 0.0 0.0 0.00 0.00 1673.2 0.0 0.00 20 5360.9 0.0 0.0 0.0 0.00 0.00 1554.7 0.0 0.00 21 3126.7 0.0 0.0 0.0 0.00 0.00 906.7 0.0 0.00 22 1746.0 0.0 0.0 0.0 0.00 0.00 506.3 0.0 0.00 23 4155.8 0.0 0.0 0.0 0.00 0.00 1205.2 0.0 0.00 24 3398.8 0.0 0.0 0.0 0.00 0.00 985.6 0.0 0.00 25 2672.9 0.0 0.0 0.0 0.00 0.00 775.2 0.0 0.00 26 1993.6 0.0 0.0 0.0 0.00 0.00 578.1 0.0 0.00 27 1375.5 0.0 0.0 0.0 0.00 0.00 398.9 0.0 0.00 28 832.3 0.0 0.0 0.0 0.00 0.00 241.4 0.0 0.00 29 376.7 0.0 0.0 0.0 0.00 0.00 109.2 0.0 0.00 30 48.2 0.0 0.0 0.0 0.00 0.00 14.0 0.0 0.00 TOTAL WEIGHT OF SLIDING MASS = 106724.37(lbs)
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EFFECTIVE WEIGHT OF SLIDING MASS = 106724.37(lbs)
TOTAL AREA OF SLIDING MASS = 970.22(ft2)
***TABLE 4 ‐ SOIL STRENGTH & SOIL OPTIONS DATA ON THE 30 SLICES*** Slice Soil Cohesion Phi(Deg) Options
No. Type (psf)
1 1 400.00 24.00
2 1 400.00 24.00
3 1 400.00 24.00
4 1 400.00 24.00
5 1 400.00 24.00
6 1 400.00 24.00
7 1 400.00 24.00
8 1 400.00 24.00
9 1 400.00 24.00
10 1 400.00 24.00
11 1 400.00 24.00
12 1 400.00 24.00
13 1 400.00 24.00
14 1 400.00 24.00
15 1 400.00 24.00
16 1 400.00 24.00
17 1 400.00 24.00
18 1 400.00 24.00
19 1 400.00 24.00
20 1 400.00 24.00
21 1 400.00 24.00
22 1 400.00 24.00
23 1 400.00 24.00
24 1 400.00 24.00
25 1 400.00 24.00
26 1 400.00 24.00
27 1 400.00 24.00
28 1 400.00 24.00
29 1 400.00 24.00
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30 1 400.00 24.00
SOIL OPTIONS:
A = ANISOTROPIC SHEAR STRENGTH
C = CURVED STRENGTH ENVELOPE (TANGENT PHI & C)
F = FIBER‐REINFORCED SOIL (FRS)
M = INDEPENDENT MULTI‐STAGE SHEAR STRENGTH
N = NONLINEAR UNDRAINED SHEAR STRENGTH
R = RAPID DRAWDOWN OR RAPID LOADING (SEISMIC) SHEAR STRENGTH S = SHANSEP UNDRAINED SHEAR STRENGTH
NOTE: Phi and C in Table 4 are modified values based on specified Soil Options (if any).
***TABLE 5 ‐ Total Base Stress Data on the 30 Slices*** Slice Alpha X‐Coord. Base Total Total Total No. (deg) Slice Cntr Leng. Normal Stress Vert. Stress Normal/Vert. * (ft) (ft) (psf) (psf) Stress Ratio 1 ‐29.16 56.58 3.00 906.73 80.39 11.279 2 ‐25.44 58.94 2.34 978.07 215.97 4.529 3 ‐25.44 60.30 0.66 1139.32 303.32 3.756 4 ‐21.71 61.99 3.00 1239.72 473.16 2.620 5 ‐17.99 64.81 3.00 1469.91 740.28 1.986 6 ‐14.27 67.69 3.00 1642.62 990.34 1.659 7 ‐10.55 70.62 3.00 1770.62 1222.27 1.449 8 ‐6.83 73.59 3.00 1862.02 1435.11 1.297 9 ‐3.10 76.57 3.00 1922.30 1627.94 1.181 10 0.62 79.57 3.00 1955.35 1799.97 1.086 11 4.34 82.57 3.00 1964.12 1950.46 1.007 12 8.06 85.55 3.00 1950.97 2078.78 0.939 13 11.78 88.50 3.00 1917.86 2184.39 0.878 14 15.51 91.41 3.00 1866.52 2266.84 0.823 15 19.23 94.28 3.00 1798.53 2325.78 0.773 16 22.95 97.07 3.00 1715.40 2360.97 0.727 17 26.67 99.80 3.00 1618.59 2372.25 0.682 1150
18 30.39 102.43 3.00 1509.54 2359.59 0.640 19 34.12 104.97 3.00 1389.75 2323.03 0.598 20 37.84 107.39 3.00 1260.73 2262.72 0.557 21 41.56 109.29 1.90 1133.61 2196.39 0.516 22 41.56 110.41 1.10 1095.16 2126.08 0.515 23 45.28 111.88 3.00 928.35 1968.79 0.472 24 49.00 113.92 3.00 730.90 1727.01 0.423 25 52.73 115.81 3.00 542.25 1471.17 0.369 26 56.45 117.55 3.00 364.05 1202.36 0.303 27 60.17 119.12 3.00 198.18 921.72 0.215 28 63.89 120.53 3.00 46.73 630.41 0.074 29 67.61 121.76 3.00 ‐87.90 329.68 ‐0.267 30 71.34 122.60 1.70 ‐185.03 88.56 ‐2.089
***TABLE 5A ‐ Total Base Force Data on the 30 Slices*** Slice Alpha X‐Coord. Base Total Total Total No. (deg) Slice Cntr Leng. Normal Force Vert. Force Normal/Vert. * (ft) (ft) (lbs) (lbs) Force Ratio 1 ‐29.16 56.58 3.00 2720.19 210.61 12.916 2 ‐25.44 58.94 2.34 2285.27 455.71 5.015 3 ‐25.44 60.30 0.66 755.95 181.75 4.159 4 ‐21.71 61.99 3.00 3719.16 1318.76 2.820 5 ‐17.99 64.81 3.00 4409.74 2112.25 2.088 6 ‐14.27 67.69 3.00 4927.85 2879.35 1.711 7 ‐10.55 70.62 3.00 5311.86 3604.86 1.474 8 ‐6.83 73.59 3.00 5586.07 4274.81 1.307 9 ‐3.10 76.57 3.00 5766.89 4876.67 1.183 10 0.62 79.57 3.00 5866.04 5399.60 1.086 11 4.34 82.57 3.00 5892.36 5834.60 1.010 12 8.06 85.55 3.00 5852.90 6174.70 0.948 13 11.78 88.50 3.00 5753.57 6415.05 0.897 14 15.51 91.41 3.00 5599.56 6552.98 0.855 15 19.23 94.28 3.00 5395.60 6588.10 0.819 16 22.95 97.07 3.00 5146.21 6522.25 0.789 17 26.67 99.80 3.00 4855.76 6359.46 0.764 1151
18 30.39 102.43 3.00 4528.62 6105.89 0.742 19 34.12 104.97 3.00 4169.24 5769.71 0.723 20 37.84 107.39 3.00 3782.18 5360.93 0.706 21 41.56 109.29 1.90 2156.70 3126.71 0.690 22 41.56 110.41 1.10 1201.93 1745.96 0.688 23 45.28 111.88 3.00 2785.05 4155.81 0.670 24 49.00 113.92 3.00 2192.70 3398.77 0.645 25 52.73 115.81 3.00 1626.75 2672.93 0.609 26 56.45 117.55 3.00 1092.16 1993.61 0.548 27 60.17 119.12 3.00 594.53 1375.46 0.432 28 63.89 120.53 3.00 140.18 832.26 0.168 29 67.61 121.76 3.00 ‐263.70 376.67 ‐0.700 30 71.34 122.60 1.70 ‐314.47 48.17 ‐6.529
***TABLE 6 ‐ Effective and Base Shear Stress Data on the 30 Slices*** Slice Alpha X‐Coord. Base Effective Available Mobilized No. (deg) Slice Cntr Leng. Normal Stress Shear Strength Shear Stress * (ft) (ft) (psf) (psf) (psf) 1 ‐29.16 56.58 3.00 906.73 803.70 551.23 2 ‐25.44 58.94 2.34 978.07 835.47 573.02 3 ‐25.44 60.30 0.66 1139.32 907.26 622.26 4 ‐21.71 61.99 3.00 1239.72 951.96 652.92 5 ‐17.99 64.81 3.00 1469.91 1054.45 723.21 6 ‐14.27 67.69 3.00 1642.62 1131.34 775.95 7 ‐10.55 70.62 3.00 1770.62 1188.33 815.03 8 ‐6.83 73.59 3.00 1862.02 1229.03 842.95 9 ‐3.10 76.57 3.00 1922.30 1255.86 861.35 10 0.62 79.57 3.00 1955.35 1270.58 871.44 11 4.34 82.57 3.00 1964.12 1274.48 874.12 12 8.06 85.55 3.00 1950.97 1268.63 870.11 13 11.78 88.50 3.00 1917.86 1253.88 860.00 14 15.51 91.41 3.00 1866.52 1231.03 844.32 15 19.23 94.28 3.00 1798.53 1200.76 823.56 16 22.95 97.07 3.00 1715.40 1163.75 798.17 17 26.67 99.80 3.00 1618.59 1120.64 768.61 1152
18 30.39 102.43 3.00 1509.54 1072.09 735.31 19 34.12 104.97 3.00 1389.75 1018.76 698.73 20 37.84 107.39 3.00 1260.73 961.31 659.33 21 41.56 109.29 1.90 1133.61 904.72 620.51 22 41.56 110.41 1.10 1095.16 887.60 608.77 23 45.28 111.88 3.00 928.35 813.33 557.83 24 49.00 113.92 3.00 730.90 725.42 497.54 25 52.73 115.81 3.00 542.25 641.42 439.93 26 56.45 117.55 3.00 364.05 562.09 385.52 27 60.17 119.12 3.00 198.18 488.23 334.86 28 63.89 120.53 3.00 46.73 420.80 288.61 29 67.61 121.76 3.00 ‐87.90 360.86 247.50 30 71.34 122.60 1.70 ‐185.03 317.62 217.84
***TABLE 6A ‐ Effective and Base Shear Force Data on the 30 Slices*** Slice Alpha X‐Coord. Base Effective Available Mobilized No. (deg) Slice Cntr Leng. Normal Force Shear Force Shear Force * (ft) (ft) (lbs) (lbs) (lbs) 1 ‐29.16 56.58 3.00 2720.19 2411.11 1653.69 2 ‐25.44 58.94 2.34 2285.27 1952.06 1338.85 3 ‐25.44 60.30 0.66 755.95 601.97 412.87 4 ‐21.71 61.99 3.00 3719.16 2855.88 1958.75 5 ‐17.99 64.81 3.00 4409.74 3163.34 2169.63 6 ‐14.27 67.69 3.00 4927.85 3394.02 2327.84 7 ‐10.55 70.62 3.00 5311.86 3564.99 2445.10 8 ‐6.83 73.59 3.00 5586.07 3687.08 2528.84 9 ‐3.10 76.57 3.00 5766.89 3767.59 2584.06 10 0.62 79.57 3.00 5866.04 3811.73 2614.33 11 4.34 82.57 3.00 5892.36 3823.45 2622.37 12 8.06 85.55 3.00 5852.90 3805.88 2610.32 13 11.78 88.50 3.00 5753.57 3761.65 2579.99 14 15.51 91.41 3.00 5599.56 3693.08 2532.96 15 19.23 94.28 3.00 5395.60 3602.28 2470.68 16 22.95 97.07 3.00 5146.21 3491.24 2394.52 17 26.67 99.80 3.00 4855.76 3361.92 2305.83 1153
18 30.39 102.43 3.00 4528.62 3216.27 2205.93 19 34.12 104.97 3.00 4169.24 3056.27 2096.19 20 37.84 107.39 3.00 3782.18 2883.93 1977.99 21 41.56 109.29 1.90 2156.70 1721.23 1180.53 22 41.56 110.41 1.10 1201.93 974.13 668.12 23 45.28 111.88 3.00 2785.05 2439.98 1673.50 24 49.00 113.92 3.00 2192.70 2176.25 1492.62 25 52.73 115.81 3.00 1626.75 1924.27 1319.79 26 56.45 117.55 3.00 1092.16 1686.26 1156.55 27 60.17 119.12 3.00 594.53 1464.70 1004.59 28 63.89 120.53 3.00 140.18 1262.41 865.84 29 67.61 121.76 3.00 ‐263.70 1082.59 742.51 30 71.34 122.60 1.70 ‐314.47 539.80 370.23 Average Effective Normal Stress = 1251.9641(psf)
Average Available Shear Strength = 957.4103(psf)
Total Length of Failure Surface = 82.6995(ft)
INPUT PARAMETERS FOR SIMPLIFIED 3D ANALYSIS
Composite Phi (deg)= 37.406
3D Depth (Vertical difference between ends of Slip Surface) = 25.00(ft) L/D(1): L = 25.00(ft) L/D(2): L = 50.00(ft) L/D(3): L = 75.00(ft) L/D(4): L = 100.00(ft) L/D(5): L = 125.00(ft) L/D(6): L = 150.00(ft) Average Elevation of Point of Application of kh on Sliding Mass = 430.801(ft) SUM OF MOMENTS = ‐0.324693E‐03 (ft/lbs);Imbalance (Fraction of Total Weight) = ‐0.3042346E‐08 SUM OF FORCES = ‐.196472E‐04 (lbs);Imbalance (Fraction of Total Weight) = ‐0.1840930E‐09 Sum of Available Shear Forces = 79177.39(lbs)
Sum of Mobilized Shear Forces = 54305.01(lbs)
FS Balance Check: FS = 1.458013
**** END OF GEOSTASE OUTPUT ****
1154
Appendix!F!
1155
E-1
APPENDIX E
GENERAL EARTHWORK AND GRADING
SPECIFICATIONS
1.0 GENERAL
1.1 Intent: These General Earthwork and Grading Specifications are for the grading and earthwork shown on the approved grading plan(s) and/or indicated in the geotechnical report(s). These Specifications are a part of the recommendations contained in the geotechnical report(s). In case of conflict, the specific recommendations in the geotechnical report shall supersede these general Specifications. Observations of the earthwork by the project Geotechnical Consultant during grading may result in new or revised recommendations that could supersede these specifications or the recommendations in the geotechnical report(s).
1.2 Geotechnical Consultant: Prior to commencement of work, the project owner shall employ a geotechnical consultant. The geotechnical consultant shall be responsible for reviewing the approved geotechnical report(s) and accepting the adequacy of the preliminary geotechnical findings, conclusions, and recommendations prior to the commencement of grading.
Prior to commencement of grading, the Geotechnical Consultant shall review the "work plan" prepared by the Earthwork Contractor (Contractor) and schedule sufficient personnel to perform the appropriate level of observation, mapping, and compaction testing.
During grading and earthwork operations, the Geotechnical Consultant shall observe, map, and document the subsurface exposures to verify the geotechnical design assumptions. If the observed conditions are found to be significantly different than the interpreted assumptions during the design phase, the Geotechnical Consultant shall inform the owner, recommend appropriate changes in design to accommodate the observed conditions, and notify the review agency where required. Subsurface areas to be geotechnically observed, mapped, elevations recorded, and/or tested include natural ground after it has been cleared for receiving fill but before fill is placed, bottoms of all "remedial removal" areas, all keyway bottoms, and benches made on sloping ground to receive fill.
The Geotechnical Consultant shall observe the moisture-conditioning and processing of subgrade and fill materials and perform adequate relative compaction testing of fill to determine the attained level of compaction and assess if, in their opinion, if the work was performed in substantial compliance 1156
E-2
with the geotechnical report(s) and these specifications. The Geotechnical Consultant shall provide test results to the owner on a routine and frequent basis.
1.3 The Earthwork Contractor: The Earthwork Contractor (Contractor) shall be qualified, experienced, and knowledgeable in earthwork logistics, preparation and processing of ground to receive fill, moisture-conditioning and processing of fill, and compacting fill. The Contractor shall review and accept the plans, geotechnical report(s), and these Specifications prior to commencement of grading. The Contractor shall be solely responsible for performing the grading in accordance with applicable grading codes, the project plans, and these specifications.
The Contractor shall prepare and submit to the owner and the Geotechnical Consultant a work plan that indicates the sequence of earthwork grading, the number of "spreads" of work and the estimated quantities of daily earthwork planned for the site prior to commencement of grading. The Contractor shall inform the owner and the Geotechnical Consultant of changes in work schedules and updates to the work plan at least 24 hours in advance of such changes so that appropriate observations and tests can be planned and accomplished. The Contractor shall not assume that the Geotechnical Consultant is aware of all grading operations.
The Contractor shall have the sole responsibility to provide adequate equipment and methods to accomplish the earthwork in accordance with the applicable grading codes and agency ordinances, these Specifications, and the recommendations in the approved geotechnical report(s) and grading plan(s).
If, in the opinion of the Geotechnical Consultant, unsatisfactory conditions, such as unsuitable soil, improper moisture condition, inadequate compaction, insufficient buttress key size, adverse weather, etc., are resulting in a quality of work less than required in these specifications, the Geotechnical Consultant shall reject the work and may recommend to the owner that construction be stopped until the conditions are corrected.
2.0 PREPARATION OF FILL AREAS
2.1 Clearing and Grubbing: Areas to be excavated and filled shall be cleared and grubbed. Vegetation, such as brush, grass, roots, and other deleterious material, man-made structures, and similar debris shall be sufficiently removed and properly disposed of in a method acceptable to the owner, governing agencies, and the Geotechnical Consultant. Borrow areas shall be cleared and grubbed to the extent necessary to provide a suitable fill material.
Concrete fragments that are free of reinforcing street may be placed in fills, provided they are placed in accordance with Section 3 and 4. Earth fill material 1157
E-3
shall not contain more than 1 percent of organic materials (by volume). No fill lift shall contain more than 5 percent organic matter. Nesting of organic materials shall not be allowed.
If potentially hazardous materials are encountered, the Contractor shall stop work in the affected area, and a hazardous material specialist shall be informed immediately for proper evaluation and handling of these materials prior to continuing to work in that area. As presently defined by the State of California, most refined petroleum products (gasoline, diesel fuel, motor oil, grease, etc.) have chemical constituents that are considered hazardous waste.
As such, the indiscriminate dumping or spillage of such fluids may constitute a misdemeanor, punishable by fines and/or imprisonment, and shall not be allowed.
The Geotechnical Consultant shall not be responsible for the identification or analysis of potentially hazardous materials; however, if observations, odors, or soil discoloration are suspect, the Geotechnical Consultant may request from the owner the termination of grading operations until such materials are deemed not hazardous as defined by applicable laws and regulations.
2.2 Evaluation/Acceptance of Fill Areas: All areas to receive fill, including removal and processed areas, key bottoms, and benches, shall be observed, mapped, elevations recorded, and/or tested prior to being accepted by the Geotechnical Consultant as suitable to receive fill. The Contractor shall obtain a written acceptance from the Geotechnical Consultant prior to fill placement.
A licensed surveyor shall provide the survey control for determining elevations of processed areas, keys, and benches.
2.3 Processing: Ground that has been declared satisfactory for support of fill by the Geotechnical Consultant shall be scarified to a minimum depth of 6 inches.
Ground that is not satisfactory shall be removed/overexcavated as specified in the following section. Scarification shall continue until soils are broken down and free of large clay lumps or clods and the working surface is reasonably uniform, flat, and free of uneven features that would inhibit uniform compaction. After scarification, the surface should be moisture conditioned, as necessary, to achieve the proper moisture content and compacted in accordance with Section 4 of these specifications.
2.4 Overexcavation: In addition to removals and overexcavations recommended in the approved geotechnical report(s) and the grading plan, soft, loose, dry, saturated, spongy, organic-rich, highly fractured, or otherwise unsuitable ground shall be overexcavated to competent ground as recommended by the Geotechnical Consultant during grading.
1158
E-4
2.5 Benching: Fills to be placed on ground sloping steeper than 5H:1V (horizontal to vertical units) shall be stepped or benched. The lowest bench or key shall be a minimum of 15 feet wide and at least 2 feet deep, into competent material as evaluated by the Geotechnical Consultant. Other benches shall be excavated a minimum height of 4 feet into competent material or as otherwise recommended by the Geotechnical Consultant. Fill placed on ground sloping flatter than 5:1 shall also be benched or otherwise overexcavated to provide a flat subgrade for fill placement.
3.0 FILL MATERIAL
3.1 General: Material to be used as fill shall be essentially free of organic matter and other deleterious substances evaluated and accepted by the Geotechnical Consultant prior to placement. Soils of poor quality, such as those with unacceptable gradation, high expansion potential, or low strength shall be placed in areas acceptable to the Geotechnical Consultant or mixed with other soils to achieve satisfactory fill material.
3.2 Oversize: Oversize material defined as rock, or other irreducible material with a maximum dimension greater than 12 inches, shall not be buried or placed in fill unless location, materials, and placement methods are specifically accepted by the Geotechnical Consultant. Placement operations shall be such that nesting of oversized material does not occur and that oversize material is completely surrounded by compacted or densified fill. Oversize material shall not be placed within 10 vertical feet of finish grade or within 2 feet of future utilities or other underground construction.
3.3 Import: If importing of fill material is required for grading, proposed import material shall meet the requirements of Section 3.1 and/or requirements defined in the project geotechnical report(s). The potential import source shall be given to the Geotechnical Consultant at least 48 hours (2 working days) before import begins so that suitability can be determined, and appropriate laboratory tests performed.
4.0 FILL PLACEMENT AND COMPACTION
4.1 Fill Layers: Approved fill material shall be placed in areas prepared to receive fill (per Section 3.0) in near-horizontal layers not exceeding 8 inches in loose thickness. The Geotechnical Consultant may accept thicker layers if testing indicates the grading procedures can adequately compact the thicker layers.
Each layer shall be spread evenly and mixed thoroughly to attain relative uniformity of material and moisture throughout.
1159
E-5
4.2 Fill Moisture Conditioning: Fill soils shall be watered, dried back, blended, and/or mixed, as necessary to attain a relatively uniform moisture content at or slightly over optimum. Maximum density and optimum soil moisture content tests shall be performed in accordance with ASTM International (ASTM Test Method D1557).
4.3 Compaction of Fill: After each layer has been moisture-conditioned, mixed, and evenly spread, it shall be uniformly compacted to not less than 90 percent of maximum dry density (ASTM Test Method D1557). Compaction equipment shall be adequately sized and be either specifically designed for soil compaction or of proven reliability to efficiently achieve the specified level of compaction and uniformity.
Compaction of Fill Slopes: In addition to normal compaction procedures specified above, compaction of slopes shall be accomplished by backrolling of slopes with sheepsfoot rollers at increments of 3 to 4 feet in fill elevation, or by other methods producing satisfactory results acceptable to the Geotechnical Consultant. Upon completion of grading, relative compaction of the fill, out to the slope face, shall be at least 90 percent of maximum density per ASTM Test Method D1557.
4.4 Compaction Testing: Field tests for moisture content and relative compaction of the fill soils shall be performed by the Geotechnical Consultant. Location and frequency of tests shall be at the Consultant’s discretion based on field conditions encountered. Compaction test locations will not necessarily be selected on a random basis. Test locations shall be selected to verify adequacy of compaction levels in areas that are judged to be prone to inadequate compaction (such as close to slope faces and at the fill/bedrock benches).
4.5 Frequency of Compaction Testing: Tests shall be taken at intervals required by the governing agency and as deemed necessary by the Geotechnical Consultant in order to adequately qualify the fill material. In general, it should be anticipated that tests will be taken at intervals not exceeding 2 feet in vertical rise and/or 1,000 cubic yards of compacted fill, unless recommended otherwise by the Geotechnical Consultant. In addition, test(s) shall be taken on slope faces and/or each 10 feet of vertical height of slope as deemed necessary by the Geotechnical Consultant. The Contractor shall assure that fill construction is such that the testing schedule can be accomplished by the Geotechnical Consultant. The Contractor shall stop or slow down the earthwork construction if these minimum standards are not met.
1160
E-6
4.6 Compaction Test Locations: The Geotechnical Consultant shall document the approximate elevation and location of each compaction test. The Contractor shall coordinate with the project surveyor to assure that sufficient grade stakes are established so the Geotechnical Consultant can determine the test locations with sufficient accuracy. At a minimum, two grade stakes within a horizontal distance of 100 feet and vertically less than 5 feet apart from potential test locations shall be provided. Alternatively, GPS units may be used to determine the approximate location/coordinates of the field density tests.
5.0 SUBDRAIN INSTALLATION
Subdrain systems shall be installed in accordance with the approved geotechnical report(s), the grading plan, and standard details. The Geotechnical Consultant may recommend additional subdrains and/or changes in subdrain extent, location, grade, or material depending on conditions encountered during grading. All subdrains shall be surveyed for line and grade after installation and prior to burial. Sufficient time should be allowed by the Contractor for these surveys. The Contractor should consider videoing the subdrains shortly after burial to check proper installation and functionality. The Contractor is responsible for the performance of subdrains.
6.0 EXCAVATION
Excavations, including over-excavation for remedial purposes, shall be evaluated by the Geotechnical Consultant during grading. Remedial removal depths shown on geotechnical report(s) and plans are estimates. The actual extent of removal shall be determined by the Geotechnical Consultant based on the field evaluation of exposed conditions during grading. Where fill-over-cut slopes are to be graded, the cut portion of the slope shall be made, evaluated, and accepted by the Geotechnical Consultant prior to placement of materials for construction of the fill portion of the slope, unless otherwise recommended by the Geotechnical Consultant.
7.0 TRENCH BACKFILLS
7.1 Contractor shall follow all OHSA and Cal/OSHA requirements for safety of trench excavations.
7.2 Bedding and backfill of utility trenches shall be done in accordance with the applicable provisions of Standard Specifications of Public Works Construction.
Bedding material shall have a Sand Equivalent greater than 30 (SE>30). The bedding shall be placed to 1 foot over the top of the conduit and densified by jetting. Backfill shall be placed and densified to a minimum 90 percent of maximum from 1 foot above the top of the conduit to the surface, except in traveled ways (see Section 7.6 below).
1161
E-7
7.3 Jetting of the bedding around the conduits shall be observed by the Geotechnical Consultant.
7.4 Geotechnical Consultant shall test the trench backfill for relative compaction.
At least one test should be made for every 300 feet of trench and 2 feet of fill, unless required differently by the governing agency or the Geotechnical Consultant.
7.5 Lift thickness of trench backfill shall not exceed those allowed in the Standard Specifications of Public Works Construction unless the Contractor can demonstrate to the Geotechnical Consultant that the fill lift can be compacted to the minimum relative compaction by his alternative equipment and method.
7.6 Trench backfill in the upper foot measured from finish grade within existing or future traveled way, shoulder, and other paved areas (or areas to receive pavement) should be placed to a minimum 95 percent relative compaction. 1162
Symbols ñ Locations are Approximate
LEGEND
GEOTECHNICAL MAP
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
Project Number: 24059-01
Date: May 31, 2024
Plate 1
H-4
TD: 76í
Af @ 0-55í
Tn @ 55í+
GW @ 55í
Approximate Location of Hollow Stem Auger Boring,
Showing Total Depth, Depth to Earth Units, and Depth to Groundwater in Feet.
Af
Earth Units - Circled Where Buried
Artificial Fill Tm Monterey Formation
H-1
TD: 60.5í
Af @ 0-50í
Tm @ 50í+
North
Scale: 1î = 30í
(On 18îx24î Plot)
Basemap Source: X Engineering & Consulting (May 2024)
Af
Tm
Af
Tn
Af
Tm
A
Aí
B
Bí
B Bí Geotechnical Cross-Section
H-4
TD: 76í
Af @ 0-55í
Tn @ 55í+
GW @ 55
H-2
TD: 41.5í
Af @ 0-25í
Tm @ 25í+
H-3
TD: 81.5í
Af @ 0-75í
Tm @ 75í+
95 Argonaut
Af
Tm
Fault, Dotted Where Buried
Tn Niguel Formation
Af
Tm
).fu4_4
~1.7
•
H
GROUND
OBSCURED
~4.4
TANK
1163
Geotechnical Cross-Section A-Aí
A Aí
370
400
430
340
N27W
Scale: 1 inch=30 feet
Legend
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
Project Number: 24059-01
Date: May 31, 2024
Plate 2
460
340
370
400
430
460
Existing Building (To Be Demolished)
H-1
T.D. 60.5í
Artificial Fill (Af)
310 310
Intersection
B-Bí
Glenwood Drive
Property Line
Monterey Formation (Tm)
490
H-3
T.D. 81.5í
Property Line
?
?
490
- --- ------------------------------
1164
Geotechnical Cross-Section B-Bí
B Bí
370
400
430
340
N80E
Scale: 1 inch=30 feet
Legend
Meritage Homes
Proposed Residential Development
95 Argonaut
Aliso Viejo, California
Project Number: 24059-01
Date: May 31, 2024
Plate 3
460
340
370
400
430
460
Existing Building (To Be Demolished)
H-4
(Projected 20í)
T.D. 76í
GW @ 55í
Artificial Fill (Af)
310 310
Intersection
A-Aí
Property Line
Monterey Formation (Tm)
490
H-2
T.D. 41.5í
Property Line
Existing
Water Tank
?
490
?
Argonaut
Approximate Groundwater Level
(During Drilling)
Niguel Formation
(Tn)
Monterey Formation (Tm)
................
~ -.--..- -
---~ -=- - - -
•"'1
------- -------
' -
--- --- --- ----
--- --- --- ---
--- ----
------
_... --- ---
--
--
1165
THIS PAGE INTENTIONALLY LEFT BLANK
1166
95 Argonaut Residential Project
Initial Study/Mitigated Negative Declaration
FCS
APPENDIX E:
Phase I Environmental Site Assessment
1167
THIS PAGE INTENTIONALLY LEFT BLANK
1168
PHASE I ENVIRONMENTAL SITE ASSESSMENT
MAKING A BETTER FUTURE FOR ALL THE COMMUNITIES WE TOUCH 95 Argonaut
Aliso Viejo, California 92656
PREPARED FOR:
MLC HOLDINGS, INC.
5 PETERS CANYON ROAD, SUITE 310
IRVINE, CALIFORNIA 92606
HILLMANN PROJECT NUMBER: C3-9987
APRIL 24, 2024
HILLMANN
CONSULTING
Your Property. Our Priority
Environmenta l Health & Safety I Due Diligence & Remediat ion Services I Construction Services 1169 April 24, 2024
Ms. Emma Hill
MLC Holdings, Inc.
5 Peters Canyon Road, Suite 310
Irvine, California 92606
RE: Phase I Environmental Site Assessment
95 Argonaut
Aliso Viejo, California 92656
Hillmann Project No: C3-9987
Dear Ms. Emma Hill:
Hillmann Consulting LLC has completed a Phase I Environmental Site Assessment at the above referenced site. This assessment was performed in conformance with the scope and limitations of ASTM E1527-21, which is the latest version of the E1527 standard published by the ASTM.
We appreciate the opportunity to provide environmental consulting services. If you have any questions concerning this report, or if we can assist you in any other matter, please contact our o[ce at 714-634-9500.
Sincerely,
Hillmann Consulting LLC
Vivianne Bisson Ryan Terwilliger
Senior Project Manager - Due Diligence Regional Manager
HILLMANN
CONSULTING
Your Property. Our Priority
Environmental Health & Safety I Due Diligence & Remediation Services I Construct ion Services 1170
TABLE OF CONTENTS
1.0 INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
1.1 Executive Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
1.2 Findings, Opinions and Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
1.3 Business Environmental Risks / Non-ASTM Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
2.0 GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
2.1 Purpose and Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
2.2 Property Location/Legal Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
2.3 Data Gaps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
2.4 ESA Report Component Dates/Viability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
2.5 User Reliance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
2.6 SigniYcant Assumptions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
2.7 General Limitations and Exceptions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
3.0 USER PROVIDED INFORMATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
3.1 Prior Environmental Reports/Documentation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
3.2 User Responsibilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
4.0 RECORDS REVIEW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
4.1 Environmental Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
4.2 Historical Research . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
5.0 INTERVIEWS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
5.1 Interviews with Owners, Operators and Occupants . . . . . . . . . . . . . . . . . . . . . . . . 27
5.2 Interviews with State and/or Local Government O[cials . . . . . . . . . . . . . . . . . . . 28
6.0 SITE RECONNAISSANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
6.1 Methodology and Limiting Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
6.2 General Site Setting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29
6.3 Site Features and Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30
7.0 BUSINESS ENVIRONMENTAL RISKS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
7.1 Asbestos-Containing Material (ACM) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
7.2 Lead-Based Paint . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
7.3 Radon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
7.4 Mold/Microbial Damage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33
7.5 NWI Mapped Wetlands . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
7.6 Lead in Drinking Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
8.0 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 APPENDIX A Site Diagram/Vicinity Map
APPENDIX B Site Photographs
APPENDIX C Questionnaires / User Provided Information
APPENDIX D Regulatory Records Documentation
APPENDIX E Historical Records Documentation
APPENDIX F Other Documents / Lab Results
APPENDIX G Project Personnel QualiYcations
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LIST OF ACRONYMS/ABBREVIATIONS
Hillmann may use the following abbreviations and acronyms for common terminology described in our report. Not all abbreviations or acronyms may be applicable to this report:
AOC -Area of Concern
AST -Above Ground Storage Tank
ASTM -American Society for Testing Materials
BER -Business Environmental Risk
CERCLA -Comprehensive Environmental Response Compensation and Liability Act CERCLIS -Comprehensive Environmental Response Compensation and Liability Information System CESQG -Conditionally Exempt Small Quantity Generator
COC -Chemicals of Concern
CORRACTS -Corrective Action Sites
CREC -Controlled Recognized Environmental Condition
DEC -Department of Environmental Conservation
DEP -Department of Environmental Protection
DHS -Department of Health Services
DNPL -Delisted National Priority List
DOB -Department of Buildings
DOH -Department of Health
DOT -Department of Transportation
EPA -Environmental Protection Agency
ERNS -Emergency Response NotiYcation System
FD -Fire Department
FOI/FOIA/FOIL -Freedom of Information / Freedom of Information Act / Freedom of Information Letter HVAC -Heating Ventilation & Air Conditioning
HREC -Historical Recognized Environmental Condition
IAQ -Indoor Air Quality
ISRA -Industrial Site Recovery Act
LBP -Lead-Based Paint
LCP -Lead-Containing Paint
LQG -Large Quantity Generator
LTANK -Leaking Storage Tank
LUST -Leaking Underground Storage Tank
SDS/MSDS -Safety Data Sheet / Material Safety Data Sheet NA -Not Applicable
NFA -No Further Action
NFRAP -No Further Remedial Actions Planned
NPDES -National Pollutant Discharge Elimination System
NPL -National Priorities List
OPRA -Open Public Records Act
PAH -Polycyclic Aromatic Hydrocarbon
PCE -Perchloroethylene
RAO -Response Action Outcome
RCRA -Resource Conservation and Recovery Act
RCRIS -Resource Conservation and Recovery Information System REC -Recognized Environmental Concern
SDG -SigniYcant Data Gap
SEMS -Superfund Enterprise Management System
SRP -Site Remediation Program
SQG -Small Quantity Generator
SVOC -Semi-Volatile Organic Compound
TCE -Trichloroethylene
TSDF -Treatment Storage and/or Disposal Facility
UST -Underground Storage Tank
VEC -Vapor Encroachment Condition
VOC -Volatile Organic Compound
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1.0 INTRODUCTION
1.1 Executive Summary
Hillmann Consulting LLC (Hillmann) has performed a Phase I Environmental Site Assessment (ESA) of 95 Argonaut, Aliso Viejo, California (the Subject Property) in accordance with our contracted scope of work and the ASTM Standard Practice E 1527-21 for Phase I Environmental Site Assessments and All Appropriate Inquiries (AAI) Final Rule 40 CFR Part 312. This section contains a summary of Yndings, opinions and conclusions made by this assessment. However, this section, alone, does not constitute the complete assessment. The report must be read in its entirety.
Summary of Project Details
Primary Street Address: 95 Argonaut
City: Aliso Viejo County: Orange State: California
Tax ID/Parcel Number: 623-091-01; Per Assessor
Property Owner: Argonaut O[ces LLC (per the RealQuest.com and Lightbox) Zoning Designation: Commercial; Per Assessor
Approx. Property Area: 2.85 acres (per Assessor)
Buildings: One (1)
Approx. Building Size: 49,975 feet (per Assessor)
Approx. Year Built: 1989 (per Assessor)
Commercial Occupants: Various commercial o[ce tenants-see rent roll attached in Appendix C Current Use: Commercial O[ce
Site Visit Personnel: Vivianne Bisson
Site Contact/Company: Emma Hill / Meritage Homes
Site Escort/Company: Mayroth Urias / Lincoln Property Company Inspection Date: April 16, 2024
Weather Conditions: 70° F / clear
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Findings Summary Table
Assessment Subject No REC REC CREC HREC SDG Rpt. Ref.
Regulatory Records Review: 4.1
Historical Records Review: 4.2
Bulk Petroleum Storage: 6.3
On-Site Operations: 6.3
On-Site Haz-Mat Storage/Use/Spills: 6.3
Transformers/Hydraulic Systems: 6.3
Waste Discharges: 6.3
Interviews: 5.0
Adjoining/Surrounding Area: 4.0 6.2
Prior Env. Reports/User Provided Info: 3.0
1.2 Findings, Opinions and Conclusions
Recognized Environmental Conditions & SigniHcant Data Gaps Hillmann has performed a Phase I Environmental Site Assessment in accordance with the scope and limitations of ASTM Practice E 1527-21 of the Subject Property as described in Section 2.2 of this report. Any additions to, exceptions to, or deletions from this practice are also described in Section 2 of this report.
This assessment has revealed no recognized environmental conditions (RECs), controlled recognized environmental conditions (CRECs) or signiYcant data gaps (SDGs) in connection with the Subject Property.
RECOGNIZED ENVIRONMENTAL CONDITIONS
No RECs were identiYed.
CONTROLLED RECOGNIZED ENVIRONMENTAL CONDITIONS
No CRECs were identiYed.
SIGNIFICANT DATA GAPS
No SDGs were identiYed.
RECOMMENDATIONS
Based on the Ynding of no RECs, CRECs or SGDs, it is Hillmann's opinion that no additional action or investigation is warranted at this time.
Historical Recognized Environmental Conditions (HRECs)
If identiYed, historical recognized environmental conditions (HRECs) in connection with the Subject Property are described below:
HISTORICAL RECOGNIZED ENVIRONMENTAL CONDITIONS
No HRECs were identiYed.
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De Minimis and Other Environmental Conditions
If identiYed, de minimis and other environmental conditions are described below:
OTHER ENVIRONMENTAL CONDITIONS / DE MINIMIS CONDITIONS
The Property appears to have been developed as agricultural land from at least 1938 to 1981.
Given the 43 years since any agricultural use as well as the grading activities of current development, it is Hillmann’s opinion that any remaining pesticide contamination is unlikely and therefore this is not considered to be a REC in connection with the Property.
Environmental Professional Statement
I/We declare that, to the best of my professional knowledge and belief, I/we meet the deYnition of Environmental professional as deYned in § 312.10 of 40 C.F.R. 312. I/we have the speciYc qualiYcations based on education, training and experience to assess a property of the nature, history and setting of the subject property. I/We have developed and performed all appropriate inquiries in conformance with the standards and practices set forth in 40 C.F.R. Part 312.
Vivianne Bisson
Environmental Professional
David Rutherford
Environmental Professional
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1.3 Business Environmental Risks / Non-ASTM Scope
Hillmann has performed a limited review of the following potential business environmental risks (BER), also known as “Non-ASTM Scope” concerns, in accordance with the contracted scope of work scope for this assessment. Additional details of the scope of work and Yndings are included in Sections 2 and 7.
Subject Findings
Not
Appl.
Rpt.
Ref.
Asbestos Suspected ACM noted within the accessed building areas included drywall materials, vinyl Zoor tiles, ceiling tiles and mastic. Although not observed, rooYng materials are also assumed ACM.
7.1 Lead Paint No residential buildings built prior to 1978 were present at the Property.
7.2 Radon Property is located in the USEPA radon designation Zone 2 or 'moderate risk' area for radon.
7.3 Mold/
Microbial
Damage
No evidence of signiYcant problems with moisture intrusion or mold/ microbial growth was noted at the Subject Property.
7.4 NWI
Wetlands
A review of NWI Wetlands Mapper did not indicate regulated wetland areas on the Property.
7.5 Lead
in Drinking
Water
Potable water service at the Property is provided by a utility connection with Moulton Niguel Water District. A recently published water quality report from the utility indicated compliance with USEPA water quality standards for lead in drinking water.
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2.0 GENERAL
2.1 Purpose and Scope
This assessment was conducted utilizing generally accepted Phase I ESA industry standards in accordance with the ASTM Standard Practice E 1527-21. The ASTM describes these methodologies as representing good commercial and customary practice for conducting an environmental site assessment of a parcel of commercial real estate with respect to the range of contaminants within the scope of the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) (42 U.S.C. § 9601) and petroleum products. This practice is intended to permit a user to satisfy one of the requirements to qualify for the innocent landowner, contiguous property owner or bona Yde prospective purchaser limitations on CERCLA liability (“landowner liability protections,” or “LLPs”): that is, the practice that constitutes all appropriate inquiries into the previous ownership and uses of the Subject Property consistent with good commercial and customary practice as deYned at 42 U.S.C. §9601(35) (B). The goal of the processes established by ASTM E1527-21 is to identify recognized environmental conditions in connection with the Subject Property.
The term recognized environmental condition (REC) is deYned by ASTM E1527-21 as “(1) the presence of hazardous substances or petroleum products in, on, or at the subject property due to a release to the environment; (2) the likely presence of hazardous substances or petroleum products in, on, or at the subject property due to a release or likely release to the environment; or (3) the presence of hazardous substances or petroleum products in, on, or at the subject property under conditions that pose a material threat of a future release to the environment.” The term controlled recognized environmental condition (CREC) is a type of recognized environmental condition and deYned by ASTM E1527-21 as a “recognized environmental condition a/ecting the subject property that has been addressed to the satisfaction of the applicable regulatory authority or authorities with hazardous substances or petroleum products allowed to remain in place subject to implementation of required controls (for example, activity and use limitations or other property use limitations).”
The term historical recognized environmental condition (HREC) is deYned as a “previous release of hazardous substances or petroleum products a/ecting the subject property that has been addressed to the satisfaction of the applicable regulatory authority or authorities and meeting unrestricted use criteria established by the applicable regulatory authority or authorities without subjecting the subject property to any controls (for example, activity and use limitations or other property use limitations).” The ASTM E1527-21 standard has clariYed that a historical recognized environmental condition is not a recognized environmental condition.
The term de minimis condition is deYned by the ASTM, “…a condition related to a release that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies.” A condition determined to be a de minimis condition is not REC nor a CREC.
The chief components of this assessment are generally described as follows:
▪ A non-invasive visual reconnaissance of the Subject Property and adjoining properties in accordance with ASTM guidelines for evidence of RECs.
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▪ Interviews of past and present owners and occupants and state and local government o[cials, seeking information related to the potential presence of RECs at the Subject Property.
▪ A review of standard physical record sources for available topographic, geologic and groundwater data.
▪ A review of standard historical record sources, such as Yre insurance maps, city directories, aerial photographs, prior reports and interviews, etc., to determine prior uses of the Subject Property from the present, back to the Subject Property’s Yrst developed use, or back to 1940, whichever is earlier.
▪ A review of standard environmental record sources including federal and state environmental databases, and additional environmental record sources, to identify potential regulatory concerns with the Subject Property, adjoining properties and properties located within the surrounding area.
An evaluation of environmental or other regulatory compliance matters is excluded from the scope of this assessment.
These methodologies are described as representing good commercial and customary practice for conducting an Environmental Site Assessment of a property for the purpose of identifying recognized environmental conditions.
Business Environmental Risks/Non-ASTM Scope Considerations Hillmann has performed a limited review of the following potential business environmental risks (BER), also known as “Non-ASTM Scope” concerns, in accordance with the contracted scope of work scope for this assessment. BER is deYned by ASTM E 1527-21 as “a risk which can have a material environmental or environmentally-driven impact on the business associated with the current or planned use of a parcel of commercial real estate, not necessarily limited to those environmental issues required to be investigated in this practice.”
▪ Asbestos-Containing Materials (ACM): A cursory non-intrusive visual screening for the presence of suspect ACM within the accessed areas of buildings built prior to 1990 on the Subject Property. If the Subject Property contains buildings built in 1990 or later, the contracted scope of work excludes a cursory non-intrusive visual screening or any other level of evaluation for suspect ACM; however, the exclusion for buildings built ≥1990 should not be interpreted to suggest that any such buildings are free of ACM or would not warrant evaluation of building materials for ACM prior to disturbance. It is emphasized that this cursory non-intrusive visual screening does not constitute an asbestos survey/inspection of the premises. An asbestos survey/inspection should be sought by the report User(s) if a greater certainty is desired regarding ACM and potential asbestos hazards at the Subject Property. Furthermore, a review of regulatory compliance matters pertaining to asbestos is excluded from the scope of work.
▪ Lead-Based Paint (LBP): A cursory non-intrusive visual screening of the condition of painted surfaces in the accessed areas of residential buildings/units built prior to 1980 on the Subject Property. If the Subject Property contains buildings built in 1980 or later, the contracted scope of work excludes any cursory non-intrusive visual screening or other level of evaluation for suspect LPB; however, the scope of work exclusion for building built ≥1980 should not Phase I Environmental Site Assessment -6- C3-9987
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be interpreted to suggest that any such buildings are free of LPB or other lead hazards.
It is emphasized that this cursory non-intrusive visual screening does not constitute a comprehensive survey for LBP or potential lead hazards. A comprehensive inspection should be sought by the report User(s) if more certainty is desired regarding LBP at the Subject Property. Furthermore, a review of regulatory compliance matters pertaining to lead-based paint is excluded from the scope of work.
▪ USEPA Designated Radon Potential: Review of general non-site speciYc data published by the USEPA regarding the Radon Zone classiYcation for the area of the Subject Property. ▪ Mold/Microbial Damage: A cursory non-intrusive visual screening within the accessed areas of buildings on the Subject Property for evidence of systemic microbial problems, including visible mold growth, water damaged building materials or musty odors. It is emphasized that this cursory non-intrusive visual screening does not constitute a comprehensive survey for moisture/mold/microbial damage. A more comprehensive inspection should be sought by the report User(s) if more certainty is desired regarding the potential for moisture/mold/microbial damages at the Subject Property.
▪ NWI Wetlands: The Subject Property has been reviewed for jurisdictional wetlands using the National Wetlands Inventory-Wetland Mapper to determine whether mapped federal wetlands have been indicated on the Subject Property. Any further evaluation or legal delineation of regulated wetlands areas is excluded from the scope of work. It is also emphasized that a Yeld delineation of regulated wetlands by a qualiYed professional would be warranted to more fully determine the presence or absence of regulated wetlands at the Subject Property.
▪ Lead in Drinking Water: Review of the potential for elevated levels of lead in the drinking water by determining the source of the drinking water supply and a review of available testing or compliance data reports.
2.2 Property Location/Legal Description
Property location and legal description details are described as follows:
Primary Street Address: 95 Argonaut
City: Aliso Viejo County: Orange State: California
Tax ID/Parcel Number: 623-091-01; Per Assessor
Approx. Land Area: 2.85 acres (per Assessor)
Apprx. Latitude/Longitude: North 33.5945930 - 33 ̊ 35’ 40.53’’ degrees/West 117.7244490 - 117 ̊ 43’ 28.01’’ degrees
Additional Details (if appl.) N/A
Property Owner: Argonaut O[ces LLC (per the RealQuest.com and Lightbox) Zoning Designation: Commercial; Per Assessor
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2.3 Data Gaps
A data gap is deYned by the ASTM as a lack of or inability to obtain information required by this practice despite good faith eXorts by the environmental professional to gather such information. A data gap is only signiYcant if other information and/or professional experience raises reasonable concerns involving the data gap and the ability to determine the presence or absence of recognized environmental conditions. The following table summarizes data gaps encountered during the assessment as well as a discussion of their signiYcance.
Data Gap:
SigniYcant
(Yes/No)? Discussion
Historical records data failure No Records gaps exceeding Yve years were encountered; however, no signiYcant site use changes are
suspected during these intervals.
2.4 ESA Report Component Dates/Viability
The ASTM E1527-21 standard states that an environmental site assessment (ESA) is presumed to be viable when it is conducted within 180 days prior to the date of acquisition of the Subject Property (or, for transactions not involving an acquisition such as a lease or reYnance, the date of the intended transaction). SpeciYcally, all of the following components must be conducted or updated within 180 days prior to the date of acquisition or prior to the date of the transaction.
The following table summarizes the component completion dates:
ESA Component Completion Date
Interviews: April 15, 2024
Env. Lien Search: Excluded from report scope.
Government Records Review: April 11, 2024
Visual Inspections: April 16, 2024
Env. Professional Declaration: April 24, 2024
2.5 User Reliance
This report is for the exclusive use of MLC Holdings, Inc. and additional relying entities, if any, named on the front cover. No additional individuals or entities shall be permitted to rely upon any data, interpretation, reports or other information or documentation contained in this report, without Yrst obtaining the consent of MLC Holdings, Inc.; and without obtaining written consent from Hillmann in the form of a reliance agreement/letter.
Hillmann may, in its sole discretion, withhold its consent to additional reliance and/or Hillmann may condition consent for reliance upon payment of a fee or other conditions.
2.6 SigniHcant Assumptions
The following signiYcant assumptions are made:
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▪ The site operations at the time of the site visit are assumed to reZect typical site conditions relative to potential environmental conditions and that no concealment of environmental conditions or releases by site owners or occupants has occurred. Likewise, it is assumed that no areas of the Subject Property with potential environmental concerns or RECs were concealed or otherwise not reported, intentionally or unknowingly, by the Subject Property owners/occupants and/or site escort at the time of the site visit. ▪ For the purpose of estimating the approximate direction of groundwater Zow in the absence of site-speciYc groundwater data, unless indicated otherwise, an assumption has been made that the gradient of groundwater Zow follows the surface topography of the Subject Property and immediate surrounding area.
2.7 General Limitations and Exceptions
Limitations
The report turnaround time speciYed by the contract agreement for this assessment may present a limitation to the availability of pertinent regulatory agency records. Such limitations, if encountered, would be further speciYed in Section 4.1.
SigniYcant limitations related to the condition or accessibility of the Subject Property at the time of the site reconnaissance, if encountered, are reported in Section 6.1.
Other Exceptions or Deletions
No other exceptions or deletions from the ASTM Standard E 1527-21 are reported.
Special Terms and Conditions
This Phase I Environmental Site Assessment has been prepared using reasonable eXorts in each phase of its work to identify recognized environmental conditions associated with hazardous substances, wastes and petroleum products at the Subject Property. Findings within this report are based on information collected from observations made on the day of the site reconnaissance and from reasonably ascertainable information obtained from governing public agencies and private sources.
This report is not deYnitive and should not be assumed to be a complete or speciYc deYnition of the conditions above or below grade. Information in this report is not intended to be used as a construction document and should not be used for demolition, renovation, site development, redevelopment, or other construction purposes. No representation or warranty is made that the past or current operations at the Subject Property are, or have been, in compliance with all applicable federal, state and local laws, regulations and codes.
Findings, conclusions and recommendations presented in this report are based on visual observations of the Subject Property, interviews conducted, the records reviewed, information provided by the Client, and/or a review of readily available and supplied drawings and documents.
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No warranty or guarantee is made of the accuracy or completeness of information that was obtained from ostensibly knowledgeable individuals, regulatory agency representatives or other secondary sources, including information obtained during the assessment, whether written, graphic or verbal, provided by the Subject Property contact(s) or as shown on any documents reviewed or received from the Subject Property contact, owner or agent, or government agency source. Independent veriYcation of the accuracy or completeness of all information reviewed or received during the course of this assessment is not made and excluded from the scope of work for this assessment.
Regardless of the Yndings stated in this report, Hillmann is not responsible for consequences or conditions arising from facts that were concealed, withheld or not fully disclosed at the time the assessment was conducted.
This report does not warrant against future operations or conditions, nor does it warrant against operations or conditions present of a type or at a location not investigated.
The regulatory database report provided is based on an evaluation of the data collected and compiled by a contracted data research company. Hillmann can neither warrant nor guarantee the accuracy or completeness of the information obtained from the regulatory database report provider during the course of this assessment.
Subsurface conditions may diXer from the conditions implied by the surface observations and can only be reliably evaluated through intrusive techniques.
Reasonable eXorts have been made during this assessment to identify aboveground and underground storage tanks and ancillary equipment. Reasonable eXorts are limited to information gained from visual observation of largely unobstructed areas, recorded database information held in public record and available information gathered from interviews. Such methods may not identify surYcial and subsurface features that may have been hidden from view due to parked automobiles and other vehicles, snow cover, vegetative growth, pavement, construction or debris pile storage or incorrect information from sources.
No guarantee, explicit or implied, is made that the records pertaining to historical ownership or occupancy which were reviewed represent a comprehensive or precise delineation of past Property ownership or tenancy for legal purposes.
The ASTM E1527-21 standard states that recommendations are not required to be included in a Phase I ESA report; however, further that recommendations are an additional service that may be useful in the User’s analysis of landowner liability protections or business environmental risks; and that the User should consider whether recommendations for additional inquiries or other services are desired.
Recommended response actions oXered in Section 1.3, if any, are provided as an option to the Client, and may have taken into account the Client’s relation to the Subject Property and/or their intended purpose of this assessment. If included, it is not intended by Hillmann to represent the only course(s) of action, or inaction, to take. Furthermore, it is emphasized that additional response actions may become advisable depending on the outcome of the initial action(s) taken. Hillmann advises that Client and any additional authorized relying parties as speciYed on the report Cover and Section 2.5, or via letter of reliance extension, undertake consultation with Phase I Environmental Site Assessment -10- C3-9987
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legal counsel familiar with environmental and real estate law would be beneYcial to the decision making process for the type and timing of a response action to identiYed RECs or Business Environmental Risks, if any.
Due to the limited nature of our review of potential Business Environmental Risks, the User(s) of the report should consider whether to take additional action(s) to further deYne, properly manage and/or mitigate potential BERs.
The User(s) assumes responsibility for business decisions that it makes utilizing information in the report provided by Hillmann. Hillmann shall not be responsible for any conclusions, interpretations and/or decisions of the User(s).
In the event of any conZict between the terms and conditions of this report and the terms and conditions of the consulting services agreement for this project, the consulting services agreement shall control.
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3.0 USER PROVIDED INFORMATION
The term “User” is deYned by ASTM as the party seeking to use Practice E1527 to complete an environmental site assessment of the Subject Property; speciYcally, the entity or entities named on the front cover to which the report has been addressed.
3.1 Prior Environmental Reports/Documentation
No prior environmental reports/documentation were provided.
3.2 User Responsibilities
A User Questionnaire was provided to the User to assist in gathering information, as detailed below, that is required for disclosure during the assessment to meet All Appropriate Inquiry requirements. If completed and returned to Hillmann, a copy of the Questionnaire has been included in Appendix C.
A completed questionnaire was received by Hillmann. The following is a summary of the User's responses:
Question: Yes/No: Detail:
1. Search of Land Title and Judicial Records: Has the User performed a search of land title records and judicial records for environmental liens and/or Activity and Use Limitations (AULs) Yled or recorded against the Subject Property? No N/A
1.a. If yes to Question 1: Did the search identify any environmental liens or Activity and Use Limitations (AUL), such as engineering controls, land use restrictions or institutional controls that are in place at the Subject Property and/or have been Yled or recorded against the Subject Property under federal, tribal, state or local law?
N/A N/A
1.b. If yes to Question 1: Has the User provided the result of the search of land title and judicial records to Hillmann?
N/A N/A
2. Specialized knowledge or experience of the person seeking to qualify for the LLP: Do you have any specialized knowledge or experience related to the Subject Property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the Subject Property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business?
No N/A
3. Relationship of the purchase price to the fair market value of the Subject Property if it were not contaminated: Does the purchase price being paid for this property reasonably reZect the fair market value of the Subject Property? If you conclude that there is a diXerence, have you considered whether the lower purchase price is because contamination is known or believed to be present at the Subject Property?
Yes N/A
4. Commonly Known or Reasonably Ascertainable Information: Are you aware of commonly known or reasonably ascertainable information about the Subject Property that would help the environmental professional to identify conditions indicative of releases or threatened releases? For example:
No None.
4.a. Do you know the past uses of the Subject Property? Yes O[ce Space Phase I Environmental Site Assessment -12- C3-9987
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4.b. Do you know of speciYc chemicals that are present or were once present at the Subject Property?
No N/A
4.c. Do you know of spills or other chemical releases that have taken place at the Subject Property?
No N/A
4.d. Do you know of any environmental cleanups that have taken place at the Subject Property?
No N/A
5. The degree of obviousness of the presence or likely presence of contamination at the Subject Property, and the ability to detect the contamination by appropriate investigation: Based on your knowledge and experience related to the Subject Property are there any obvious indicators that point to the presence or likely presence of releases at the Subject Property? No N/A
6. Litigation, Administrative Proceedings, Government Notices: As the User of this ESA, do you have knowledge of (1) any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the Subject Property; (2) any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on or from the Subject Property; and (3) any notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products.
No N/A
7. User’s Reason/Purpose for Performing Phase I ESA: For due diligence of a future residential development.
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4.0 RECORDS REVIEW
4.1 Environmental Information
Physical Setting
Source Discussion
USGS 7.5 minute
Topo Map:
The Subject Property lies at an elevation of approximately 397 feet above mean sea level. An interpretation of topographic contour lines as well as a review of the EDR Geocheck-General Topographic Gradient suggested terrain sloping downward towards the southeast.
USDA Soil Data:
(EDR GeoCheck)
The soil type at the Subject Property is classiYed as: Colleguas; well-drained, clay loam and sandy loam.
Geologic Data:
(EDR GeoCheck)
The geologic formation in the vicinity of the Property is described as, Cenozoic Tertiary; StratiYed Sequence
Prior Env. Reports:
(Section 3.2)
Not applicable - no prior reports available.
Additional
Sources/ Data:
No additional physical setting sources or data was obtained.
Groundwater Flow
Discussion:
Based on a review of the above information as well as observation of the site, the direction of shallow groundwater Zow at the site is inferred to be towards the southeast.
Federal, State and Tribal Environmental Record Sources
Standard government records were obtained and reviewed primarily via a third-party regulatory database report, titled EDR Radius Map™ Report, prepared by Environmental Data Resources of Shelton, CT. The report provided government records from the standard environmental resources and within minimum search distances speciYed by Section 8.2.2-Table 2 of the ASTM E1527-21; and were reviewed for the purpose of identifying potential RECs in connection with the Subject Property. Additional detail of the source and signiYcance of the regulatory databases can be found in the regulatory database report in Appendix E. Hillmann has also included discussion of records pertaining to the Subject Property from other government record sources not speciYcally listed under Table 2, as applicable.
Reported distances for adjoining property listings, if applicable, are approximate and indicative of the presence of a public roadway or right-of-way between the adjoining site and Property.
The reported gradients have been estimated based on a number of factors including but not necessarily limited to Yeld observation, review of topographic maps, database listing details and/or site speciYc geo-technical data.
Limited analysis of the details of on-site, adjoining and vicinity database sites was conducted to identify potential sources of sub-surface vapor encroachment. This review was based on elements of the ASTM “Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions” (ASTM E 2600-15); and also on elements of “Methodology for Identifying the Area of Concern Around a Property Potentially Impacted by Vapor Migration from Nearby Contaminated Sources” (Buonicore, 2011-S-103-AWMA). Vicinity database sites Phase I Environmental Site Assessment -14- C3-9987
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pertaining to non-petroleum product releases within 1,760 feet of the Subject Property in the up-gradient direction, 365 feet of the Subject Property in the cross gradient direction and 100 feet of the Subject Property in the down gradient direction; and vicinity database sites pertaining to petroleum product releases within 528 feet of the Subject Property in the up-gradient direction, 165 feet of the Subject Property in the cross gradient direction and 100 feet of the Subject Property in the down gradient direction were reviewed to identify active contamination sites with the potential to aXect subsurface vapor conditions at the Subject Property. The potential for vapor encroachment was considered in assessing whether or not a REC exists in connection with the Subject Property when reviewing applicable sites within those distances.
Regulatory database sites with active petroleum or non-petroleum releases that are considered to constitute a vapor encroachment condition (VEC) to the Subject Property, if any, are identiYed and discussed in this section.
The EDR Radius Map report is attached in Appendix D.
Subject Property Listings
The following listings of the Subject Property were identiYed:
Name/Address: SUN ALLIANCE/95 ARGONAUT
Database(s): HWTS
Data Discussion: The site is listed in HWTS database from 1998 to 2000; EPA ID:
"CAL000188181. " The status is listed as "Inactive."
No other pertinent information is listed.
REC Discussion: The listing does not represent a release to the site. Based on the details provided above, a REC is not suspected in connection with the Subject Property.
VEC Discussion: Based on the reviewed data, a VEC is not suspected.
Adjoining Property Listings
The following adjoining property listings were identiYed.
Name/Address: INCEPTUS MEDICAL/ 8 Argonaut, suite 100
Database(s): RCRA NonGen / NLR
Dist./Dir./Gradient: 242 feet/SW/down and cross-gradient Data Discussion: EPA number: "CAL000188181." Opened on 02/23/1998, Closed on 06/30/ 2000. Status is listed as "Inactive".
No violations reported.
No other pertinent information given.
REC Discussion: This listing is not an indication of a hazardous materials release to the environment and is down-gradient from the Subject Property.
Based on the details provided above, a REC is not suspected in connection with the Subject Property.
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VEC Discussion: This listing is not an indication of a hazardous materials release to the environment and is down-gradient from the Subject Property.
Based on the reviewed data, a VEC is not suspected.
Name/Address: SOFT HEALTH TECHNOLO/ 8 Argonaut, suite 170 Database(s): RCRA NonGen / NLR
Dist./Dir./Gradient: 242 feet/SW/down and cross-gradient Data Discussion: EPA number: "CAL000472373." No violations reported. NAICS Description: ALL OTHER MISCELLANEOUS MANUFACTURING.
No other pertinent information given.
REC Discussion: This listing is not an indication of a hazardous materials release to the environment and is down-gradient from the Subject Property.
Based on the details provided above, a REC is not suspected in connection with the Subject Property.
VEC Discussion: This listing is not an indication of a hazardous materials release to the environment and is down-gradient from the Subject Property.
Based on the reviewed data, a VEC is not suspected.
Surrounding Area Findings
The following is a discussion of non-adjoining sites identiYed as located within the ASTM speciYed search distance surrounding the Subject Property. In order to keep this discussion informative and concise, discussion(s) is/are provided of the listed site(s) for each database category that appears most likely to impact the Subject Property based on distance, area topography and/or regulatory status. Listings of sites within the applicable search distances not speciYcally discussed below were reviewed and concluded not to be RECs in connection with the Subject Property or VECs based on various factors including distance, area topography, known or inferred groundwater Zow direction and/or regulatory status.
Federal - NPL
ASTM Search Distance: 1-mile Number of listings within ASTM Search Distance: 0 Notable Listing: No listings were identiYed within the search distance.
Dist/Dir/Gradient:
Details:
REC Discussion:
VEC Discussion:
Federal - Delisted NPL
ASTM Search Distance: 1/2-mile Number of listings within ASTM Search Distance: 0 Notable Listing: No listings were identiYed within the search distance.
Dist/Dir/Gradient:
Details:
REC Discussion:
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VEC Discussion:
Federal - SEMS
ASTM Search Distance: 1/2-mile Number of listings within ASTM Search Distance: 0 Notable Listing: No listings were identiYed within the search distance.
Dist/Dir/Gradient:
Details:
REC Discussion:
VEC Discussion:
Federal - SEMS Archive
ASTM Search Distance: 1/2-mile Number of listings within ASTM Search Distance: 0 Notable Listing: No listings were identiYed within the search distance.
Dist/Dir/Gradient:
Details:
REC Discussion:
VEC Discussion:
Federal - CORRACTS
ASTM Search Distance: 1-mile Number of listings within ASTM Search Distance: 0 Notable Listing: No listings were identiYed within the search distance.
Dist/Dir/Gradient:
Details:
REC Discussion:
VEC Discussion:
Federal - RCRA-TSD
ASTM Search Distance: 1/2-mile Number of listings within ASTM Search Distance: 0 Notable Listing: No listings were identiYed within the search distance.
Dist/Dir/Gradient:
Details:
REC Discussion:
VEC Discussion:
State/Tribal - Superfund / Hazardous Waste Sites
ASTM Search Distance: 1-mile Number of listings within ASTM Search Distance: 0 Notable Listing: No listings were identiYed within the search distance.
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Dist/Dir/Gradient:
Details:
REC Discussion:
VEC Discussion:
State/Tribal - LandHll / Solid Waste Disposal
ASTM Search Distance: 1/2-mile Number of listings within ASTM Search Distance: 0 Notable Listing: No listings were identiYed within the search distance.
Dist/Dir/Gradient:
Details:
REC Discussion:
VEC Discussion:
State/Tribal - Leaking Storage Tanks
ASTM Search Distance: 1/2-mile Number of listings within ASTM Search Distance: 1 Notable Listing: LUST
Dist/Dir/Gradient: 2,223 feet/SW/down and cross-gradient Details: United Parcel Service located at 22 Brookline Aliso Viejo, CA 92656. "Completed - Case Closed" on 01/04/1996, Diesel, Gasoline.
REC Discussion: Based on the details provided above, a REC is not suspected in connection with the Subject Property. The site is "Case Closed" and is down/cross gradient of the subject Property.
VEC Discussion: Based on the reviewed data, a VEC is not suspected. The site is "Case Closed" and is down/cross gradient of the Subject Property.
State/Tribal - Voluntary Cleanup Sites
ASTM Search Distance: 1/2-mile Number of listings within ASTM Search Distance: 0 Notable Listing: No listings were identiYed within the search distance.
Dist/Dir/Gradient:
Details:
REC Discussion:
VEC Discussion:
State/Tribal - BrownHelds
ASTM Search Distance: 1/2-mile Number of listings within ASTM Search Distance: 0 Notable Listing: No listings were identiYed within the search distance.
Dist/Dir/Gradient:
Details:
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REC Discussion:
VEC Discussion:
Unmapped/Orphan List Sites
Hillmann has also reviewed a list of unmapped sites (a.k.a. “Orphan List” sites) indicated by the database report. Unmapped sites that were identiYed as falling within an applicable speciYc search distance or warranting discussion have either been discussed in the preceding tables or are detailed below:
Name/Address:
• Artistic Maintenance Inc/ SE Corner Moulton & Ridge Rout • Golden Rain Foundation of Lag Hill/ 24401 Moulton PKY Database(s):
• CPS-SLIC, respectively
• LUST, EMI, respectively
Dist./Dir./Gradient:
• Approximately, 10,560 feet northeast, respectively
• Approximately, 15,840 feet northeast, respectively
Data Discussion:
• Artistic Maintenance is listed as a "Completed - Case Closed" release site, dated 1995. No other pertinent information is given.
• Golden Rain Foundation of Lag Hill is listed as a "Case Closed" release site, dated 1985; soils only; gasoline. It is also listed in 2002, 2003 and 2004 as emitting, Organic Hydrocarbon Gases, Reactive Organic Gases, Carbon Monoxide, NOX - Oxides of Nitrogen, SOX - Oxides of Sulphur, and Particulate Matter. No other pertinent information is given.
REC Discussion: The site is "Inactive" and is "Case Closed." Based on the details provided above, a REC is not suspected in connection with the Subject Property.
VEC Discussion: The site is "Inactive" and is "Case Closed." Based on the reviewed data, a VEC is not suspected.
Additional Environmental Record Sources
Requests have been submitted to local, municipal and state agencies for pertinent records pertaining to the Subject Property, particularly with regard to potential environmental concerns such as petroleum storage tanks, storage and usage of hazardous substances and petroleum products, and/or known or suspected environmental contamination. Where applicable, internet research of government environmental regulatory databases was also conducted, as well as a general cursory internet search of the Subject Property address, for information indicative of a REC. The following table summarizes the Yndings of the research:
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Source
Type of
Request Outcome
Orange Co. Health
Care Agency CUPA
FOI request A records request was submitted on April 10, 2024. A response was received on April 17, 2024.
No records for the Subject Property were located.
CA GeoTracker
database
(geotracker.water
boards.ca.gov/)
Online
search
Hillmann searched online for records pertaining to the Subject Property.
No records pertaining to the Subject Property are currently listed.
CA DTSC
Envirostor
database
(www.envirostor.d
tsc.ca.gov/public/)
Online
search
Hillmann searched online for records pertaining to the Subject Property.
No records pertaining to the Subject Property are currently listed.
CA DTSC Online
search
Hillmann searched online for records pertaining to the Subject Property.
No records pertaining to the Subject Property are currently listed.
South Coast Air
Quality
Management
District (SCAQMD)
Online
search
Hillmann searched online for records pertaining to the Subject Property.
No records pertaining to the Subject Property are currently listed.
EPA Envirofacts
(https://enviro.ep
a.gov/)
Online
search
Hillmann searched online for records pertaining to the Subject Property.
No records pertaining to the Subject Property are currently listed.
Cal EPA
Regulatory Site
Portal
(https://siteportal.
calepa.ca.gov/
nsite/map/help)
Online
search
Hillmann searched online for records pertaining to the Subject Property.
No records pertaining to the Subject Property are currently listed.
DOGGR - Well
Finder
(https://maps.con
servation.ca.gov/
doggr/
wellYnder/#open
Modal)
Online
search
Hillmann searched online for records pertaining to the Subject Property.
No records pertaining to the Subject Property are currently listed.
NPMS - National
Pipeline Mapping
System
(https://pvnpms.p
hmsa.dot.gov/
PublicViewer/)
Online
search
Hillmann searched online for records pertaining to the Subject Property.
No records pertaining to the Subject Property are currently listed.
SoCal Pipeline
Mapping System
(https://www.soca
lgas.com/
stay-safe/
Online
search
Hillmann searched online for records pertaining to the Subject Property.
No records pertaining to the Subject Property are currently listed.
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Source
Type of
Request Outcome
pipeline-and-stora
ge-safety/
natural-gas-pipeli
ne-map)
FEMA Flood Maps
(https://hazards-f
ema.maps.arcgis.
com/apps/
webappviewer/
index.html?id=8b0
adb51996444d48
79338b5529aa9cd
)
Online
search
Hillmann searched online for records pertaining to the Subject Property.
The Subject Property is listed in Flood Zone X; AREA OF MINIMAL FLOOD ALISO HAZARD.
Local Building/
Code
Enforcement
(https://alisoviejoc
a-energovpub.tyle
rhost.net/apps/
SelfService#/searc
h)
Online
search
Hillmann searched online for records pertaining to the Subject Property. The following pertinent information was listed:
Four (4) permits are listed as follows:
• "Demo and new construction of self-storage site
prelim meeting". 9/28/2022.
• "Building to self-storage facility, with additional
exterior single-story self-storage units on site at 95". 7/5/2023.
• "Pre-Application Review for a proposed town-home
development (62 townhomes, 2.85 acres, 2-4
bedrooms) at 95". 3/25/2024.
• "Pre-Application Review for a proposed housing
development: 54, 3-story townhomes at 95 Argonaut"
1/18/2024.
Orange Co.
Assessor/ Real
Quest
Online
search
Hillmann searched online for records pertaining to the Subject Property. The following pertinent information was listed:
• APN: 623-091-01
• Constructed in 1989
• Commercial
• Owner: Cathie D Feilberg
• 2.85 acres
4.2 Historical Research
Historical records have been compiled and analyzed for historical property information and developing a history of previous uses of the Subject Property, adjoining properties and surrounding area. These records were reviewed for the purpose of identifying the likelihood of past uses having led to RECs in connection with the Subject Property.
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The historical record sources listed below have been sought with the objective to document past uses of the Subject Property from the present back to the Subject Property’s Yrst developed use, or back to 1940, whichever is earlier. The term “developed use” includes agricultural use, placement of Yll dirt and other uses that do not involve structures. Hillmann has sought to review historical records in minimum intervals of Yve years.
Fire Insurance Maps
A CertiYed Sanborn Map Report was obtained from EDR for a review of published historical Yre insurance maps for the Subject Property and surrounding area. The following is a summary of site uses and notable details depicted by the available maps:
Year(s) Subject Property Adjoining Properties
N/A NO COVERAGE. NO COVERAGE.
A copy of the CertiYed Sanborn Map Report is attached in Appendix E.
City Directories
An EDR City Directory Abstract report was reviewed for data of prior occupants of the Subject Property’s street address. The following is a generalized summary of the Yndings of city directory research for past occupants of the Subject Property.
Subject Property Use(s) / Occupant(s) Years
No Listings 1920 to 1981
Numerous commercial o[ce tenants 1982 to 2020
The EDR City Directory Abstract report was also reviewed for listings of prior occupants of the adjoining properties. The following is a generalized summary of the Yndings of city directory research for past occupants of the adjoining properties:
Adjoining Property Use(s) / Occupant(s) Years
No listings 1920 to 1969
Numerous general o[ce listings (SE; 85 Argonaut) 1992 to 2020 Numerous general o[ce listings (SW; 92 Argonaut) 1992 to 2020 Numerous general o[ce listings (West; 1 Argonaut) 1992 to 2020 Numerous general o[ce listings (West; 5 Argonaut) 1992 to 2020 Water tanks (East; 25343 Cedarbrook) Not listed
Community Park/ B- MA GICA L, MIND-BODY, MEDICINAE, BULENT GUNDOGAR (North; 118 Playa Circle)
2014, 2020
A copy of the EDR City Directory report is attached in Appendix E.
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Historical Topographic Maps
Historical topographic maps of the Property and vicinity obtained from an EDR Historical Topographic Map report (as attached in Appendix E) have been reviewed. The following interpretation of land usage was made by review of the maps:
Year(s) Subject Property Adjoining Properties
2022, 2018,
2015, 2012,
1981, 1974,
1968, 1949,
1948, 1942,
1902
No structures depicted.
An intermittent creek is depicted along
north-central portion of the site.
No structures depicted.
If obtained, copies of historical aerial photographs have been included in Appendix E.
Historical Aerial Photographs
Historical aerial photographs of the Property and vicinity obtained from an EDR Aerial Photo Decade Package report, as attached in Appendix E, were reviewed. The following interpretation of land usage was made by review of the aerial photographs:
Year(s) Subject Property Adjoining Properties
1938, 1946,
1952, 1963,
1967, 1972,
1974 and
1981
Appears to be a combination of vacant,
graded land and agricultural land.
Appears to be a combination of vacant,
graded land and agricultural land.
1989 Appears to be graded land with the
footprint of current improvements.
Appears to be current improvements to
the east, south, and west. Across a
roadway to the north, appears to be
vacant, graded land.
1994 Appears to be current improvements. Appears to be no signiYcant changes from prior photograph.
2002 Appears to be no signiYcant changes from
prior photograph.
Appears to be no signiYcant changes
from prior photograph to the east,
south, west and northeast.
Across a roadway to the northeast,
appears to be developed with a park, a
commercial building and parking lot.
2005 Appears to be no signiYcant changes from
prior photograph.
Appears to be no signiYcant changes
from prior photograph to the east,
south, west and northeast.
Across a roadway to the northeast,
appears to be developed with a park,
three (3) additional
commercial buildings and a parking lot.
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Year(s) Subject Property Adjoining Properties
2009 Appears to be no signiYcant changes from
prior photograph.
Appears to be no signiYcant changes
from prior photograph to the east,
south, west and northeast.
To the northwest and northeast across a
roadway appears to be graded
land partially developed with current
improvements.
2012 to
2020
Appears to be no signiYcant changes from
prior photograph.
Appears to be current improvements.
If obtained, copies of historical aerial photographs have been included in Appendix E.
EDR High-Risk Historical Records
The EDR Radius Map™ report, which is discussed in greater detail in Section 4.1 and attached in Appendix D, provided a search of proprietary databases of potential historical high-risk uses at or in the vicinity of the Subject Property. These databases include EDR Hist Cleaner – a database of property addresses with records of historical occupancy by suspected cleaners businesses; EDR Hist Auto – a database of property addresses with records of historical occupancy by potential automotive gas/Ylling stations and repair facilities; and EDR MGP- a proprietary database of sites historically occupied by manufactured gas plants and related facilities.
EDR Database On-site Listings Adjoining/OX-site Listings EDR Hist Cleaner:
(on-site/adjoining
only)
None identiYed None identiYed
EDR Hist Auto:
(on-site/adjoining
only)
Corte Fina Homeowners
Assoc-95 Argonaut is listed for
the years 2007 and 2008 as
"Gasoline Service Stations,
NEC". No other information is
listed.
The listing appears to be an
administrative listing only
and does not indicate that a
historical auto station
previously existed at the Subject
Property.
None identiYed
EDR MGP:
(1-mile distance)
None identiYed None identiYed
Petroleum/Natural Gas Well Review
No record of any historical petroleum/natural gas wells at or adjoining the Property was identiYed.
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Additional Historical Data
Where applicable, the following additional pertinent historical data was obtained:
Interviews/
Anecdotal:
No additional pertinent historical data was obtained.
Local Gov’t
Records:
No additional pertinent historical data was obtained.
Prior Env. Reports: Not applicable; no prior reports were provided.
Site Observations: Indications of historic uses of the Property or adjoining properties were not observed during the site reconnaissance.
Other Sources: No additional pertinent historical data was obtained.
Summary of IdentiHed Historical Uses
The following table presents a summary of the types and approximate date ranges of identiYed prior uses of the Subject Property:
Date Range Subject Property Use(s)
1938 to 1988 Agricultural
1989 to Present Commercial o[ce building with parking lot.
The following table presents a summary of the types of identiYed prior uses of the adjoining properties:
Date Range Adjoining Property Use(s)
1938 to 1989 Agricultural
1990 to Present Single-family residential, o[ce buildings, and a community park.
Historical Records Data Failure
The ASTM E1527-21 standard deYnes data failure as failure to achieve the historical research objective even after reviewing the standard historical sources that are reasonably ascertainable and likely to be useful. The objective is to identify all obvious uses of the Subject Property from the present, back to the Subject Property’s Yrst developed use, or back to 1940, whichever is earlier. Furthermore, records of historical use/conditions were sought in intervals no less than approximately Yve years, unless the Subject Property conditions appear unchanged over a longer interval. In encountered, data failure and its signiYcance as a data gap is discussed below:
Objective Met? Detail SigniYcant?
First developed use/
date determined?
No The earliest documented use of the Property was
agricultural land circa 1938.
No
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Objective Met? Detail SigniYcant?
Record sources at
5-year intervals back to
1940 or Yrst developed
use?
No Historical record gaps exceeding Yve years were
encountered. However, signiYcant site-use
changes or undiscovered site uses appear unlikely
to have occurred during the record gaps.
No
All obvious prior uses
identiYed?
Yes See Summary of IdentiYed Past Uses of this
section.
N/A
Please refer to Section 2.3 for additional discussion of data gaps and their signiYcance to the Yndings of the assessment.
Historical Uses REC Discussion
The review of historical records did not indicate evidence of a REC in connection with the Property.
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5.0 INTERVIEWS
5.1 Interviews with Owners, Operators and Occupants
Property Owner
Property Owner Contact Name A[liation Interview Type Date Argonaut O[ces LLC (per
the RealQuest.com and
Lightbox)
Mayroth Urias Owner's
agent
Questionnaire 04/10/24
See Key Site Manager interview details below.
Key Site Manager/Operator
Name Company/Title
Yrs @
Site Interview Type Date
Mayroth Urias Lincoln Property
Company/Assistant Property
Manager, Property Management
13 In person 04/16/24
An interview was conducted in person at the time of the site visit. Pertinent information, where applicable, is referenced in the appropriate sections of this report.
Occupant(s)
Name Company/Title
Yrs @
Site Interview Type Date
N/A
No occupant interviews were conducted.
Prior Owners/Operators/Occupant(s)
Name Company/Title
Yrs @
Site Interview Type Date
N/A N/A N/A
No interviews of prior owners, operators or occupants were conducted.
Neighboring Property Owner(s)/Occupant(s)
Name Company/Title
Yrs @
Site Interview Type Date
(none) N/A N/A
The Subject Property was not an abandoned property with evidence of unauthorized uses or uncontrolled access; therefore, interviews with adjoining or nearby property owners or occupants were not conducted.
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5.2 Interviews with State and/or Local Government OIcials State and/or local governmental o[cials have been interviewed to obtain information of potential RECs in connection with the Subject Property. Many government agencies and their o[cials require submittal of written request for records in order to respond. The details in Section 4.1 list the various state and local government agencies contacted as part of this assessment, and the outcome of each inquiry. In addition, the details of regulatory database research in Section 4.1 may have included detail of interviews with o[cials pertinent to government records review and identiYcation of RECs.
Additional interview of government o[cials not previously detailed in Sections 4.1 are discussed below, if applicable.
Name Agency Name/Title Interview Type
(None) N/A N/A
Interview Outcome/Findings:
No additional local/state government o[cials were interviewed.
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6.0 SITE RECONNAISSANCE
6.1 Methodology and Limiting Conditions
A site reconnaissance was conducted to collect information and make observations to help identify RECs in connection with the Subject Property. This included visual and/or physical observations of the Subject Property and its structures, adjoining properties as viewed from the Subject Property boundaries and the surrounding area based on visual observations from adjoining public thoroughfares and accessed Subject Property structures. Subject property building exteriors were observed at ground level, unless otherwise indicated. Where applicable, building interiors were accessed and observed to the extent they were made safely accessible with the cooperation of the site escort.
Site Inspection
Personnel:
Vivianne Bisson
Property Escort/
Company:
Mayroth Urias/Lincoln Property Company
Inspection Date: April 16, 2024
Weather Conditions: 70° F / clear
SigniHcant Inaccessible Areas
No signiYcant areas of the Property inaccessible at the time of the inspection were noted.
SigniHcant Limiting Site Conditions
No signiYcant limiting site conditions were noted at the time of the site reconnaissance.
6.2 General Site Setting
Site and Vicinity Characteristics
Abutting Roadways: Glenwood Drive to the north; and Argonaut to the west Current Property Use: Commercial O[ce
Evidence of Past
Property Uses:
None
Evidence of Past
Adjoining Property
Uses:
O[ce buildings
Surrounding Area
Uses:
O[ce buildings, water tanks, single-family residential dwellings and a community park.
Phase I Environmental Site Assessment -29- C3-9987
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Current Adjoining Property Uses
Dir Street Address Description
N 118 Playa Circle Park Glen Community Park
E 25343 Cedar Brook Moulton Niguel Water District - community water tanks SE 85 Argonaut Commercial o[ce building
SW 8 Argonaut Multiple commercial/light industrial buildings W 1 and 5 Argonaut Commercial/light industrial building NW Playa Circle, various
addresses
Multi-family residential complex
NE 72 to 80 Summerland
Circle
Single family residential
Topographic Characteristics
Terrain: Flat to gently sloping
Direction of Downward
Slope:
Southeast
On-site Water Bodies: None
Other SigniYcant
Features:
None
General Description of Structures and Improvements
Buildings: One (1)
Approx. Building Size: 49,975 feet (per Assessor)
Approx. Year Built: 1989 (per Assessor)
Number of Stories: Two (2)
Subgrade Levels: Zero (0)
Exterior Ground Cover: Aphalt paved parking
Ancillary Structures: None
Sources of Heating and
Cooling:
SoCal Gas
Potable Water/Sewage
Disposal:
Moulton Niguel Water District
6.3 Site Features and Conditions
Storage/Usage of Hazardous Substances and Petroleum Products The following approximate number of containers, and general description of their contents, capacity, container types and storage conditions, were observed to be stored and/or used at the Subject Property:
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Occupant Substance Qty/Container Type Storage Conditions N/A (none) N/A N/A
Bulk Petroleum/Hazardous Material Storage Tanks
If identiYed or suspected, storage tanks for bulk petroleum or hazardous material storage are described as follows:
AST/UST Product Capacity Construction
Year
Installed Status Location/Notes
N/A N/A N/A N/A N/A N/A No storage tanks were
identiYed.
Strong, Pungent or Noxious Odors and their Sources
No strong, pungent or noxious odors were noted at the Subject Property.
Standing Surface Water/Pools & Sumps
No standing water, pools or sumps containing liquids likely to be hazardous substances or petroleum products were noted.
Drums, Totes and Intermediate Bulk Containers
No hazardous substance or petroleum product drums were noted.
UnidentiHed Substance Containers
No unidentiYed substance containers suspected of containing hazardous substance or petroleum product were noted.
PCBs in Oil Filled Electrical/Hydraulic Equipment
The following oil-Ylled electrical/hydraulic equipment was identiYed at the Property: Elevator and transformers.
It is noted that identiYcation of PCB containing Zuorescent light ballasts, caulk, paint, or other materials located inside and are part of the building or structure is outside of the scope of the ASTM E1527-21 standard and this assessment.
Stains or Corrosion on Floors, Walls or Ceilings
No stains or corrosion of Zoors, walls or ceilings, excluding any staining from water, were noted.
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Drains and Sumps
No Zoor drains or sumps were noted at the Subject Property.
Pits/Ponds/Lagoons
No pits, ponds or lagoons were identiYed in connection with waste treatment or disposal.
Stained Soil, Pavement/Stressed Vegetation
No stained soil, pavement or stressed vegetation was observed.
On-Site Solid Waste Disposal/Fill Material
No evidence of on-site disposal of trash, construction debris, demolition debris or other solid waste was observed.
Waste Water
Sanitary sewage generated at the Subject Property is discharged via a connection to the local public sewer system.
Septic Systems/Cesspools
No septic systems or cesspools were identiYed at the Subject Property.
Wells
No wells (including any dry wells, irrigation wells, injection wells, abandoned wells, or other wells) were identiYed at the Subject Property.
Railroad Spurs
No railroad spurs were identiYed on the Subject Property.
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7.0 BUSINESS ENVIRONMENTAL RISKS
In accordance with the contract agreement for this assessment, Hillmann has performed cursory reviews of several potential Business Environmental Risks (also known as “Non-Scope Considerations”). The ASTM E1527-21 standard deYnes the term business environmental risk (BER) as, “a risk which can have a material environmental or environmentally-driven impact on the business associated with the current or planned use of a parcel of commercial real estate, not necessarily limited to those environmental issues required to be investigated in this practice.”
7.1 Asbestos-Containing Material (ACM)
The contracted scope of work included a cursory visual screening of the accessed portions of buildings at the Subject Property built prior to 1990 for suspect asbestos containing materials (ACM). The information provided in this section, where applicable, is limited to identiYcation of potential suspect materials in the readily accessible and observed areas of the building, and their general condition. This is not intended to be a comprehensive survey for the presence of ACM, and no testing has been conducted.
▪ Suspected ACM noted within the accessed building areas include: Acoustical ceiling tiles, adhesives/mastics, and drywall.
7.2 Lead-Based Paint
The contracted scope of work included a cursory visual screening of the condition of painted surfaces in the accessed areas of residential buildings/units built prior to 1980. This is not intended to constitute a comprehensive survey for LBP or potential lead hazards, and no testing has been conducted.
▪ No residential buildings were present at the Property.
7.3 Radon
Data compiled by the USEPA, as summarized by the regulatory database report, indicated that the Subject Property is located in an area classiYed as Zone 2 or 'moderate risk'. area for radon.
Radon testing was not included in the scope of this assessment.
7.4 Mold/Microbial Damage
The contracted scope of work included a cursory visual screening of the accessed areas of the building for evidence of signiYcant damage to building materials and Ynishes as result of moisture intrusion and/or mold/microbial growth.
▪ No evidence of signiYcant problems with moisture intrusion or mold/microbial growth was noted at the Subject Property.
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7.5 NWI Mapped Wetlands
The National Wetlands Inventory online Wetland Mapper was reviewed for indications of jurisdictional wetlands at or immediately adjoining the Subject Property. The scope of work for this assessment excluded a visual determination of regulated wetlands at the Subject Property.
It is emphasized that, regardless of the data reviewed via the NWI Wetlands Mapper, a Yeld delineation of regulated wetlands by a qualiYed professional would be warranted to determine the presence or absence of regulated wetlands at the Subject Property. ▪ A review of NWI Wetlands Mapper did not indicate regulated wetland areas on the Property.
7.6 Lead in Drinking Water
Potable water service at the Property is provided by a utility connection with Moulton Niguel Water District. The scope of work for this assessment included a review of the potential for elevated levels of lead in drinking water by determining the source of the drinking water supply and a review of available compliance or testing data.
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8.0 REFERENCES
ASTM International, “Designation E1527-21 Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process”; ASTM, West Conshohocken, PA, 2021.
ASTM International, “Designation E2600-15-Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transaction”, ASTM, West Conshohocken, PA, 2015.
United States Environmental Protection Agency (USEPA), “EPA Map of Radon Zones by U.S.
County, EPA 402/F19/004”, www.epa.gov/radon/epa-map-radon-zones, 2019 U.S. Fish and Wildlife Service – National Wetlands Inventory, “Wetlands Mapper”, fwsprimary.wim.usgs.gov/wetlands/apps/wetlands-mapper/ 2024 Environmental Data Resources Inc. (EDR), “The EDR Radius Map™ Report with GeoCheck®”, EDR, Sheldon, CT, 2024.
EDR, “The EDR-City Directory Abstract”, EDR, Sheldon, CT, 2024.
EDR, “The EDR Aerial Photo Decade Package”, EDR, Sheldon, CT, 2024.
EDR, “CertiYed Sanborn Map Report”, EDR, Sheldon, CT, 2024.
EDR, “EDR Historical Topo Map Report with QuadMatch™”, EDR, Sheldon, CT, 2024.
Buonicore A., “Methodology for Identifying the Area of Concern Around a Property Potentially Impacted by Vapor Migration from Nearby Contaminated Sources, Paper 2011-A301-AWMA”, The Buonicore Group, Milford, CT, 2011.
Phase I Environmental Site Assessment -35- C3-9987
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APPENDIX A
Site Diagram/Vicinity Map
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•••
Site Location Map N
H l LLMANN
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95Argonaut
Aliso
Viejo, California 92656
SCALE: (Not to scale) PROJ
ECT No: C#-9987 A
1209
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Diagram N
H l LLMANN
CONSULT I NG
95Argonaut
Aliso
Viejo, California 92656
SCALE: (Not to scale) PROJECT No: C#-9987 A
1210
APPENDIX B
Site Photographs
1211
1. Front entrance along the south elevation of the Subject Property building.
2. North perimeter of the Subject Property.
3. View of east perimeter of the Subject Property (looking north). 4. View of southeast perimeter of the Subject Property (looking northeast).
5. South perimeter of the Subject Property. 6. Southwest perimeter of the Subject Property.
SITE PHOTOGRAPHS
95 Argonaut
Aliso Viejo, California
Project No. C3-9987
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7. West perimeter of the Subject Property. 8. Glenwood Drive (looking west); to the right, community park.
9. View of east adjoining water tanks. 10. Argonaut followed by south adjacent o[ce building.
11. Argonaut followed by the southeast adjoining o[ce building (85 Argonaut).
12. Argonaut followed by the west adjacent o[ce building.
SITE PHOTOGRAPHS
95 Argonaut
Aliso Viejo, California
Project No. C3-9987
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13. Intersection of Glenwood Drive and Argonaut followed by the northwest adjacent multi-family dwellings.
14. Typical view of entrance into an o[ce unit.
15. View of lobby. 16. Typical interior view of an o[ce (vacant unit).
17. Typical interior view of an o[ce (vacant unit). 18. Typical interior view of an o[ce (vacant unit).
SITE PHOTOGRAPHS
95 Argonaut
Aliso Viejo, California
Project No. C3-9987
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19. Typical view of hallways. 20. View of lobby.
21. Typical view of restroom. 22. Typical interior view of an o[ce (vacant unit).
23. Typical interior view of an o[ce (vacant unit). 24. Typical interior view of an o[ce (vacant unit).
SITE PHOTOGRAPHS
95 Argonaut
Aliso Viejo, California
Project No. C3-9987
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25. Typical interior view of an o[ce (vacant unit). 26. Typical interior view of an o[ce (vacant unit).
27. Typical view of an occupied unit. 28. Typical view of an occupied unit.
29. Typical view of an occupied unit. 30. Typical view of an occupied unit.
SITE PHOTOGRAPHS
95 Argonaut
Aliso Viejo, California
Project No. C3-9987
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31. Typical view of an occupied unit. 32. Typical view of an occupied unit.
33. Typical view of an occupied unit. 34. View of second maintenance closet.
35. View of elevator equipment. 36. Electrical room.
SITE PHOTOGRAPHS
95 Argonaut
Aliso Viejo, California
Project No. C3-9987
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37. Solid waste bin located along the northeast corner of the site.
38. Solid waste bin enclosure located along the northeast corner of the site.
39. Interior view of the solid waste bin located along the southeast perimeter of the site.
40. Transformers located along the Northeast perimeter of the site.
41. View of maintenance closet.
SITE PHOTOGRAPHS
95 Argonaut
Aliso Viejo, California
Project No. C3-9987
HILLMANN
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APPENDIX C
Questionnaires / User Provided Information
1219
Your Property. Our Priority.
Making a better future for all the communities we touch. www.HillmannConsulting.com
PHASE I ESA - ENVIRONMENTAL QUESTIONNAIRE
Instructions: This questionnaire should be completed by the property owner, or representative(s) designated by the owner as being most knowledgeable of the physical characteristics, site use history and environmental condition of the subject property. Please complete, sign at bottom of page 5, and return to Hillmann via email, or in person during the site inspection. Hillmann contact name: __________________ Email:[email protected] Document Request/Environmental Report Disclosure: Copies of existing environmental reports and other documents pertinent to the environmental condition of the Property are requested for review. This includes, but is not necessarily limited to, the following types of documents.
• Environmental assessments (Phase I ESA, Transaction screen ESA, Preliminary Assessments, etc.) • Subsurface or water testing: (Phase II, site investigation, subsurface testing, drinking water, groundwater monitoring, etc.) • Site remediation documents, and any associated regulatory correspondences • Petroleum storage tank testing/closure reports, and any associated regulatory documents. • Building survey/inspection/testing reports for asbestos, lead, mold or radon; any associated O&M documents • Environmental permits/registrations/certifications (bulk petroleum, waste discharge, emissions, potable wells, etc.). • Environmental/health/fire code regulatory violations or citations Property Details
Street address(es)
City, ST ZIP:
Property ownership entity
and primary contact person:
(name/company/ph#/email):
Tax ID:
(block/lot or APN)
Contact’s affiliation to owner:
(if other than the owner)
Property size:
(acres or SF)
Questionnaire completed by:
(if different than above)
Total bldg. area: No. of years at, or familiar,
with the Property:
Number of residential
units If residential:
No. of years-current ownership:
Date(s) of bldg
construction:
Prior owner name/contact info:
(if owned <5 yrs)
Current Non-Residential Occupants & Type of Use
(For facilities with ≥ 10 non-residential occupants, please provide a copy of the latest rent roll in lieu of completing the table below) Occupant Name: Type of Use:
NAICS #
(if known)
Appx # yrs
at Property
Kofi Bonner Kbonner
95 Argonaut
Aliso Viejo, CA 92656
Argonaut Offices, LLC
Kevin Moshayedi/
623-091-01 Owner
2.85-Acres Kevin Moshayedi
48,860 SF 13 Years
1990 N/A
see attached rent roll
N/A 13 Years
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Phase I ESA-EQ Page 2 of 5 Revised 04/30/2020
Utilities and Services:
Type Yes No NA Name of Provider Type Yes No NA Name of Provider Water: Fuel Oil:
Sewer: HVAC Maint:
Power: Elev Maint:
Nat Gas: Septic Maint:
Pest
Control: Pool Maint:
Please answer each question. Check “D/K” for “Don’t Know”. Additional space for comments/details is provided on Page 5.
Previous Environmental Investigations
1. Have any previous environmental investigations (see list on Page 1) been performed at the Property? If YES, please briefly elaborate below and forward copies of the report(s): Yes No D/K Property & Adjoining Usage
2. To the best of your knowledge, is the Property or any adjoining property currently occupied or formerly occupied for industrial purposes? If YES, please elaborate below:
Property:
Yes No D/K
Adj. Property:
Yes No D/K
3. Is the property or any adjoining property currently used, or have they ever been used, as a gasoline filling station, dry cleaning facility, automotive service/repair shop, auto body repair shop, commercial printing facility, photo development laboratory shop, junkyard, landfill, or as a waste treatment, storage disposal, recycling or processing facility? If YES, please elaborate below:
Property:
Yes No D/K
Adj. Property:
Yes No D/K
4. Have any hazardous substances or petroleum products, unidentified waste materials, tires, automotive or industrial batteries, or any other waste materials been dumped above grade, buried and/or burned on the property? Yes No D/K
Bulk Storage Tanks
5. Are there currently, or have there been previously, any registered or unregistered above ground or underground storage tanks located at the Property? If YES, please provide number, size, age of tanks, permits, closure reports, regulatory agency correspondence, and related information.
Currently:
Yes No D/K
Previously:
Yes No D/K
6. Are there currently, or have there been previously, any vent pipes, or access ways indicating a fill pipe protruding from the ground on the property or adjacent to any structure located on the property? If YES, please elaborate below:
Currently:
Yes No D/K
Previously:
Yes No D/K
7. Are there currently, or have there been previously, any leakage of hazardous substances or petroleum products from above ground or underground storage tank systems at the Property? If YES, please elaborate below:
Currently:
Yes No D/K
Previously:
Yes No D/K
X Moulton Niguel Water Dist X
X South OC Waterwater Authority X Air Control Systems
X SCE X Liftech Elevator
X SoCal Gas X
Beltran & Sons
Contract for Phase 1 from 2006 in files, but report not in files.
X
X
X
X
X
X
X
X
X
X
X
X
X X X
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Phase I ESA-EQ Page 3 of 5 Revised 04/30/2020
Spills, Releases, Wastes
8. Are there currently, or have there been previously, any waste discharges on or adjacent to the property, other than storm water or into a municipal sanitary sewer system? If YES, please elaborate below:
Currently:
Yes No D/K
Previously:
Yes No D/K
9. Are there currently, or have there been previous, any septic systems, dry wells or leach fields on the property? If YES, please elaborate below:
Currently:
Yes No D/K
Previously:
Yes No D/K
10. Are there currently, or have there been previously, any flooring, drains or walls located within the facility that are, or have been, stained by substances (or, in the case of drains, used for) other than water or are emanating foul odors? If YES, please elaborate below:
Currently:
Yes No D/K
Previously:
Yes No D/K
11. Are there currently, or have there been previously, any spills or releases of hazardous substances or petroleum products within the building(s) or on the exterior of the Property? If YES, please elaborate below:
Currently:
Yes No D/K
Previously:
Yes No D/K
12. Has any non-native and/or contaminated fill material been deposited on the Property? If YES, please elaborate below: Yes No D/K
13. Have any current or former property occupants generated hazardous wastes or other wastes (such as waste oil, or medical wastes) that required non-conventional storage, handling and/or disposal methods? If YES, please indicate type of waste and the name of the waste handling contractor: Yes No D/K Transformers/Hydraulic Equipment
14. Are any power transformers, capacitors, oil-filled switchgear or hydraulic equipment present at the Property? If YES, please elaborate below; and indicate approximate age and ownership: Yes No D/K
15. If hydraulic equipment is present, indicate approximate age of equipment & ownership:
Regulatory Disclosure
16. Have there been any environmental liens or governmental notification or involvement relating to past or current use or disposal of hazardous substances with respect to the property of any facility or structure located on the property? If YES, please elaborate below: Yes No D/K
17. If the property is served by a private well or non-public water system, have contaminants been identified in the well or system that exceed guidelines applicable to the water system, or has the well been designated as contaminated by any government environmental/health agency? (If YES, please elaborate below. If not applicable, please check NO) Yes No D/K
X
X
X
X
X
X
X
X
X
X
Transformers for powering building, Elevator is hydraulic X
Transformers & elevator estimated install year: 1990
X
X
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Phase I ESA-EQ Page 4 of 5 Revised 04/30/2020
18. Is there any environmental litigation, administrative action or cleanup action involving the property related to a release or threatened release of any hazardous substance or petroleum product? If YES, please elaborate below: Yes No D/K
19. Are you aware of testing of any environmental media (soil, groundwater, surface water, etc.) at the property which identified levels of contaminants in excess of regulatory standards and/or cleanup guidelines? If YES, please elaborate below: Yes No D/K
Additional Environmental/Building Conditions
20.a. Has testing of building materials for asbestos ever been conducted at the Property? If YES, please forward a copy of test results and/or survey reports: Yes No D/K
20.b. Are any asbestos containing materials known to be present at the Property? If YES, please elaborate:
Yes No D/K
20.c. Is there an Asbestos Operations & Maintenance (O&M) program in place? If YES, please forward a copy. Yes No D/K
21.a. Has lead paint testing/risk assessment ever been conducted at the Property? If YES, please forward a copy of test results. Yes No D/K
21.b. Is lead-based paint known to be present at the Property? If YES, please elaborate:
Yes No D/K
21.c. Is there a lead paint Operations & Maintenance (O&M) (or equivalent) program in place? If YES, please forward a copy. Yes No D/K
21.d. For any residential buildings built prior to 1987, has any testing for lead in drinking water been performed? If YES, please provide a copy of all test results. Yes No D/K
21.e. If Yes to 23.d., has any lead testing of drinking water indicated results exceeding 15 parts per billion (or microgram per liter)? If YES, please elaborate and forward documentation of any mitigation performed to reduce lead concentration in drinking water.
Yes No D/K
22.a. Has radon testing ever been conducted at the Property? If YES, please forward a copy of test results.
Yes No D/K
22.b. Are there any radon mitigations systems at the Property? If YES, please provide details of the systems including the most recent service records. Yes No D/K
23.a. Are there any problems with water intrusion, water damaged surfaces or excessive mold growth within the buildings? If YES, please elaborate:
Yes No D/K
23.b. Is there a Moisture Control (or Mold Management) Program in place If YES, please forward a copy.
Yes No D/K
24.a. Are any pest control, pesticides or herbicides products utilized or applied at the Property? If YES, please elaborate.
Yes No D/K
24.b. If Yes to 24.a., are all products applied by licensed pest control contractor? If YES, provide company name and any applicable license #s if available. If NO, please describe what products are utilized, who applies them and/or how they are applied or utilized.
Yes No D/K
X
X
X
X
X
X
X
X
X
X
X
X
X
Exterior treatment for ants and spiders, interior treatment only as needed.
X
Beltran & Sons Pest Control: License 58083
X
X
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Phase I ESA-EQ Page 5 of 5 Revised 11/16/2020
Additional Details/Comments:
For any questions that warrant further elaboration, please use the following space as necessary, and/or provide documentation along with the completed questionnaire:
Certification
I, ________________________, state to the best of my knowledge, information and belief, that all of the facts stated in response to the questions and requests for information contained in this Environmental Questionnaire are true.
Signature: ________________________________ Date: _______________________ Title: ____________________________________
On behalf of: ___________________________________________ (name of entity)
Juliet Hover
4/10/2024
Senior Portfolio Manager
Argonaut Offices, LLC
n,, ,1, ~-1-f¼f/'-(l/4,
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Exhibit G – Page 1
Argonaut 95 Mesa 2024.04.02_95 Argonaut_PSA_Final
RENT ROLL
EXHIBIT “G”
Database: RIVERROCKGRP Re nt Roll Poge: 1
Bldg Status: Active only Argonaut Offices LLC Date: 1/16/2024 1/1/2024 nme: 12:17 PM
GLA Monthly Annual Monthly Expense Monthly - Future Rent Increases Bldg Id Suit Id Occupant Name Rent Start Expiration Sq1t Base Rent Rate PSF Cost Recovery Stop Other Income Cat Date Monthly Amount PSF Vacant Suites
235 100/130 Vacant 3,999
235 105 Vacant 1,448
235 160/170 Vacant 4,565
235 215 Vacant 2,090
235 260 Vacant 11,616
Occupied Suites
235 110 CARMELITA$ TEOUILERJA CORP. 7/1/2022 9/30/2025 2,399 6,545.34 32.74 191.00 RNT 7/1/2024 6,741.70 33.72 RNT 7/1/2025 6,943.95 34.73
235 115 AUSSIE PET MOBILE, INC 5/1/2012 4/30/2024 1,407 3,939.60 33.60 232.00 235 120 PARAMOUNT BED USA CORPORAl 3/1/2020 2/2812025 3,668 10,821.93 35.40 527.00 RNT 3/1/2024 11,146.59 36.47 235 145 MARCELLE CHALOUB 1/1/2012 12/31/2027 765 1,950.75 30.60 RNT 1/1/2025 2,027.25 31 .80 RNT 1/1/2026 2,103.75 33.00
RNT 1/1/2027 2,180.75 342 1
235 190 ALISO VIEJO COMMUNITY ASSOC~ 911/2013 8/31/2024 5,725 14,02625 29.40 1,554.00 235 200 MNET FINANCIALS, INC 611/2016 5/31/2026 3,346 15,142.10 54.31 RNT 611/2024 15,599.22 55.94 RNT 6/1/2025 16,056.34 57.58
235 210 MNET FINANCIALS, INC. 5/1/2021 5/31/2026 2,219
235 270 WHALLS GROUP, LLC 811/2021 11/30/2026 3,245 9,118.45 33.72 301.00 RNT 811/2024 9,410.50 34.80 RNT 811/2025 9,670.10 35.76
RNT 811/2026 9,962.15 36.84
235 280 MNET FINANCIALS,INC 1/1/2019 5/31/2026 2,368
Totals : Occupied Sqll: 51.46% 9Units 25,142 61,544.42 2,805.00 0.00 Leased/Unoccupied Sqll: 0Units 0
Vacant Sqll: 48.54% 5Units 23,718
Total Sqll: 14 Units 48,860 61,544.42
1225
Exhibit G – Page 2
Argonaut 95 Mesa 2024.04.02_95 Argonaut_PSA_Final
Database: RIVERROCKGRP
Bldg Status: Active only
GLA
Bldg Id Suit Id Occupant Name Rent Start Expiration Sqft Total Argonaut Offi ces LLC:
Occupied Sqfl: 51.46% 9Units 25,142
Leased/Unoccupied Sqfl: OUnits 0
Vacant Sqfl: 48.54% SUnits 23,718
Total Sqfl: 14 Units 48,860
Grand Total:
Occupied Sqfl: 51.46% 9Units 25,142
Leased/Unoccupied Sqfl: OUnits 0
Vacant Sqfl: 48.54% SUnits 23,718
Total Sqfl: 14Units 48,860
Rent Roll
Argonaut Offices LLC
1/1/202 4
Monthly Annual
Base Rent Rate PSF
61,544.42
61,544.42
61,544.42
61,544.42
Monthly Expense
Cost Recovery Stop
2,805.00
2,805.00
Monthly
Other Income
0.00 0.00
Page:
Date:
Time:
- Future Rent Increases
Cat Date Monthly Amount
2 1/16/2024
12:17 PM
PSF
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Environmental Health & Safety | Due Diligence & Remediation Management | Construction Services Making a better future for all the communities we touch. www.HillmannConsulting.com
ASTM E 1527-21/AAI - USER QUESTIONNAIRE
Instructions: This form should be completed by a representative of the USER of the Phase I ESA report and returned to Hillmann via email or in-person. The report USER is the entity on whose behalf the assessment is being prepared and that will be relying on the report for liability protections.
In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2001 (the “Brownfields Amendments”),188 the USER must conduct the following inquiries required by 40 CFR 312.25, 312.28, 312.29, 312.30, and 312.31. The user should provide the following information to the environmental professional. Failure to conduct these inquiries could result in a determination that “all appropriate inquiries” is not complete. Please complete the following questionnaire and provide any of the referenced information (if available) to Hillmann.
USER
Company Name:
USER
Mailing Address:
Respondent Name
& Email Address:
Date of
Completion:
Property Address: YES NO DETAIL (optional):
Search of Land Title Records and AULs:
Has the User performed a review of land title records and judicial records for environmental liens and Activity and Use Limitations (AULs) filed or recorded against the property? If yes to the above question:
Did the review identify any environmental liens or Activity and Use Limitations (AUL), such as engineering controls, land use restrictions or institutional controls that are in place at the property and/or have been filed or recorded against the property under federal, tribal, state or local law?
Specialized knowledge or experience of the person seeking to qualify for the LLP:
Do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and
processes used by this type of business?
Relationship of the purchase price to the fair market value of the property if it were not contaminated:
Does the purchase price being paid for this property reasonably reflect the fair market value of the property? If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property?
MLC Holdings 5 Peters Canyon Road, Suite 310, Irvine, CA 92606
Johanna Crooker
johanna,[email protected]
4/3/24
95 Argonaut, Aliso Viejo, CA 92656
X
X
X
1227
Ph I ESA-UQ Page 2 of 2 Form Revised 01/05/2022
Property Address: YES NO DETAIL (optional):
Commonly Known or Reasonably Ascertainable
Information:
Are you aware of commonly known or reasonably ascertainable information about the property that would help the
environmental professional to identify conditions indicative of releases or threatened releases? ANSWER BELOW
- Do you know the past uses of the property?
- Do you know of specific chemicals that are present or were once present at the property?
- Do you know of spills or other chemical releases that have taken place at the property?
- Do you know of any environmental cleanups that have
taken place at the property?
The degree of obviousness of the presence or likely presence of contamination at the property, and the ability to detect the contamination by appropriate investigation:
Based on your knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of releases at the property?
Litigation/Administrative Proceedings/Government Notices As the User of this ESA, do you have knowledge of (1) any pending, threatened, or past litigation relevant to hazardous substances or petroleum products in, on, or from the property; (2) any pending, threatened, or past administrative proceedings relevant to hazardous substances or petroleum products in, on or from the property; and (3) any notices from any governmental entity regarding any possible violation of environmental laws or possible liability relating to hazardous substances or petroleum products.
User’s Reason for performing Phase I ESA:
Additional Details, if applicable:
95 Argonaut, Aliso Viejo, CA 92656
X Office Space
X
X
X
X
X
For due diligence of a future residential development
purposes.
1228
Database: Rent Roll Page: 1
Date:
Time:
Occupant Name Rent Start Expiration Sqft
Monthly
Base Rent
Annual
Rate PSF
Monthly
Cost Recovery
Monthly
Stop Other Income
Expense ------------------- Future Rent Increases ------------------------------------------------ Bldg Id Cat Date Monthly Amount PSF
Bldg Status:
Suit Id
RIVERROCKGRP
Argonaut Offices LLC
4/4/2024
03:11 PM
Argonaut Offices LLC
GLA
4/4/2024
Active only
Vacant Suites
235 100/130 Vacant 3,999
235 105 Vacant 1,448
235 160/170 Vacant 4,565
235 215 Vacant 2,090
235 260 Vacant 11,616
Occupied Suites
235 110 CARMELITAS TEQUILERIA CORP. 7/1/2022 9/30/2025 2,399 6,545.34 32.74 211.00 RNT 7/1/2024 6,741.70 33.72 RNT 7/1/2025 6,943.95 34.73
235 115 AUSSIE PET MOBILE, INC 5/1/2012 4/30/2024 1,407 3,939.60 33.60 272.00 235 120 PARAMOUNT BED USA CORPORATIONS 3/1/2020 2/28/2025 3,668 11,146.59 36.47 650.00 235 145 MARCELLE CHALOUB 1/1/2012 12/31/2027 765 1,950.75 30.60 7.00 RNT 1/1/2025 2,027.25 31.80 RNT 1/1/2026 2,103.75 33.00
RNT 1/1/2027 2,180.75 34.21
235 190 ALISO VIEJO COMMUNITY ASSOCIATION 9/1/2013 8/31/2024 5,725 14,026.25 29.40 1,716.00 235 200 MNET FINANCIALS, INC 6/1/2016 5/31/2026 3,346 15,142.10 54.31 1,361.00 RNT 6/1/2024 15,599.22 55.94 RNT 6/1/2025 16,056.34 57.58
235 210 MNET FINANCIALS, INC. 5/1/2021 5/31/2026 2,219
235 270 WHALLS GROUP, LLC 8/1/2021 11/30/2026 3,245 9,118.45 33.72 410.00 RNT 8/1/2024 9,410.50 34.80 RNT 8/1/2025 9,670.10 35.76
RNT 8/1/2026 9,962.15 36.84
235 280 MNET FINANCIALS,INC 1/1/2019 5/31/2026 2,368
Totals: Occupied Sqft: 51.46% 25,142 61,869.08 4,627.00 0.00 0 Units
Vacant Sqft:
Leased/Unoccupied Sqft:
48.54% 5 Units
0 23,718
9 Units
Total Sqft: 14 Units 48,860 61,869.08
1229
Database: Rent Roll Page: 2
Date:
Time:
Occupant Name Rent Start Expiration Sqft
Monthly
Base Rent
Annual
Rate PSF
Monthly
Cost Recovery
Monthly
Stop Other Income
Expense ------------------- Future Rent Increases ------------------------------------------------ Bldg Id Cat Date Monthly Amount PSF
Bldg Status:
Suit Id
RIVERROCKGRP
Argonaut Offices LLC
4/4/2024
03:11 PM
Argonaut Offices LLC
GLA
4/4/2024
Active only
Occupied Sqft: 51.46% 25,142 61,869.08 4,627.00 0.00
Total Argonaut Offices LLC:
Vacant Sqft:
Leased/Unoccupied Sqft:
48.54%
0 Units
5 Units
9 Units
0 23,718
Total Sqft: 14 Units 48,860 61,869.08
Occupied Sqft: 25,142
Vacant Sqft:
61,869.08 4,627.00 0.00
Grand Total:
Leased/Unoccupied Sqft:
51.46%
48.54%
0 Units 0
5 Units
9 Units
23,718
Total Sqft: 14 Units 48,860 61,869.08
1230
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1232
APPENDIX D
Regulatory Records Documentation
1233
FORM-LBC-CCA
®kcehCoeG htiw tropeR ™paM suidaR RDE ehT
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Argonaut - MLC Holdings, Inc.
95 Argonaut
Aliso Viejo, CA 92656
Inquiry Number: 07614512.2r
April 04, 2024
~EDR ®
1234
TABLE OF CONTENTS
SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 9
Orphan Summary 240
Government Records Searched/Data Currency Tracking GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum A-1
Physical Setting Source Summary A-2
Physical Setting SSURGO Soil Map A-5
Physical Setting Source Map A-11
Physical Setting Source Map Findings A-13
Physical Setting Source Records Searched PSGR-1
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, LLC. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. This Report is provided on an "AS IS", "AS AVAILABLE" basis. NO WARRANTY EXPRESS OR IMPLIED IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, LLC AND ITS SUBSIDIARIES,
AFFILIATES AND THIRD PARTY SUPPLIERS DISCLAIM ALL WARRANTIES, OF ANY KIND OR NATURE, EXPRESS OR IMPLIED,
ARISING OUT OF OR RELATED TO THIS REPORT OR ANY OF THE DATA AND INFORMATION PROVIDED IN THIS REPORT,
INCLUDING WITHOUT LIMITATION, ANY WARRANTIES REGARDING ACCURACY, QUALITY, CORRECTNESS, COMPLETENESS,
COMPREHENSIVENESS, SUITABILITY, MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, TITLE, NON-INFRINGEMENT, MISAPPROPRIATION, OR OTHERWISE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA
RESOURCES, LLC OR ITS SUBSIDIARIES, AFFILIATES OR THIRD PARTY SUPPLIERS BE LIABLE TO ANYONE FOR ANY DIRECT,
INCIDENTAL, INDIRECT, SPECIAL, CONSEQUENTIAL OR OTHER DAMAGES OF ANY TYPE OR KIND (INCLUDING BUT NOT LIMITED TO LOSS OF PROFITS, LOSS OF USE, OR LOSS OF DATA) INFORMATION PROVIDED IN THIS REPORT. Any analyses, estimates, ratings, environmental risk levels, or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property.
Only an assessment performed by a qualified environmental professional can provide findings, opinions or conclusions regarding the environmental risk or conditions in, on or at any property.
Copyright 2024 by Environmental Data Resources, LLC. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, LLC, or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, LLC or its affiliates. All other trademarks used herein are the property of their respective owners.
TC07614512.2r Page 1
1235
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 1
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E1527 - 21), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E2247 - 16), the ASTM Standard Practice for Limited Environmental Due Diligence: Transaction Screen Process (E1528 - 22) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
95 ARGONAUT
ALISO VIEJO, CA 92656
COORDINATES
Latitude (North): 33.5945930 - 33˚ 35’ 40.53’’
Longitude (West): 117.7244490 - 117˚ 43’ 28.01’’
Universal Tranverse Mercator: Zone 11
UTM X (Meters): 432780.4
UTM Y (Meters): 3717248.8
Elevation: 397 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map: 50006201 SAN JUAN CAPISTRANO, CA
Version Date: 2022
AERIAL PHOTOGRAPHY IN THIS REPORT
Portions of Photo from: 20200424
Source: USDA
1236
07614512.2r Page 2
G31 UNITED PARCEL SERVIC 22 BROOKLINE UST FINDER RELEASE Higher 2224, 0.421, SW G30 UNITED PARCEL SERVIC 22 BROOKLINE DRIVE RCRA-LQG, LUST, CERS HAZ WASTE, SWEEPS UST, CERS...Higher 2224, 0.421, SW 29 SUSAN LYSTER 2 RAINWOOD RCRA NonGen / NLR Lower 1248, 0.236, SSE F28 CHEVRON STATION #200 23022 ALISO CREEK RD UST Higher 1057, 0.200, WSW F27 CHEVRON STATION #200 23022 ALISO CREEK RD CERS HAZ WASTE, CERS TANKS, CHMIRS, CERS Higher 1057, 0.200, WSW F26 CHEVRON STATION #200 23022 ALISO CREEK RD UST FINDER Higher 1057, 0.200, WSW F25 CHEVRON # 0200913 23022 ALISO CREEK RD UST Higher 1057, 0.200, WSW F24 CHEVRON # 0200913 23022 ALISO CREEK RD UST Higher 1057, 0.200, WSW F23 CHEVRON 200913 23022 ALISO CREEK RD RCRA-LQG, SWEEPS UST, CA FID UST, FINDS, ECHO Higher 1057, 0.200, WSW 22 PARA TECH COATING IN 35 ARGONAUT RCRA-SQG, CERS HAZ WASTE, FINDS, ECHO, HWTS,... Higher 712, 0.135, SSW E21 ALISO VIEJO TOWING A 31 ARGONAUT CERS HAZ WASTE, CERS Higher 693, 0.131, SSW E20 ALISO VIEJO TOWING 31 ARGONAUT RCRA NonGen / NLR Higher 693, 0.131, SSW D19 KENNEDY PIPELINE COM 61 ARGONAUT RCRA NonGen / NLR Higher 688, 0.130, South D18 KENNEDY PIPELINE CO 61 ARGONAUT CERS HAZ WASTE, CERS TANKS, CA FID UST, CERS Higher 688, 0.130, South D17 KENNEDY PIPELINE CO 61 ARGONAUT UST, SWEEPS UST Higher 688, 0.130, South D16 KENNEDY PIPELINE CO 61 ARGONAUT UST FINDER Higher 688, 0.130, South E15 BEARING ENGINEERS IN 27 ARGONAUT CERS HAZ WASTE, HWTS, HAZNET, CERS Higher 653, 0.124, SW E14 BEARING ENGINEERS 27 ARGONAUT RCRA NonGen / NLR Higher 653, 0.124, SW C13 MOBILE TECH INC 21 ARGONAUT EDR Hist Auto Higher 600, 0.114, SW C12 HALO CLINICAL LAB IN 21 ARGONAUT STE B RCRA NonGen / NLR Higher 600, 0.114, SW C11 HALO CLINICAL LAB, I 21 ARGONAUT RCRA NonGen / NLR Higher 600, 0.114, SW C10 HUNTER GRAPHICS INC 21 ARGONAUT RCRA-SQG, FINDS, ECHO Higher 600, 0.114, SW D9 INVOY TECHNOLOGIES 72 ARGONAUT RCRA NonGen / NLR Higher 566, 0.107, South C8 AMBRY GENETICS CORP 15 ARGONAUT RCRA-LQG Higher 565, 0.107, WSW B7 AMBRY GENETICS 7 ARGONAUT CERS HAZ WASTE Higher 398, 0.075, WSW B6 AMBRY GENETICS 7 ARGONAUT CERS TANKS, CERS Higher 398, 0.075, WSW B5 AMBRY GENETICS CORPO 7 ARGONAUT RCRA-LQG Higher 398, 0.075, WSW B4 SOFT HEALTH TECHNOLO 8 ARGONAUT STE 170 RCRA NonGen / NLR Higher 242, 0.046, SW B3 INCEPTUS MEDICAL 8 ARGONAUT STE 100 RCRA NonGen / NLR Higher 242, 0.046, SW A2 SUN ALLIANCE 95 ARGONAUT HWTS TP
A1 CORTE FINA HOMEOWNER 95 ARGONAUT STE 160 EDR Hist Auto TP
MAPPED SITES SUMMARY
Target Property Address:
95 ARGONAUT
ALISO VIEJO, CA 92656
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION 1237
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 3
TARGET PROPERTY SEARCH RESULTS
The target property was identified in the following records. For more information on this property see page 9 of the attached EDR Radius Map report:
Site Database(s) EPA ID
CORTE FINA HOMEOWNER
95 ARGONAUT STE 160
ALISO VIEJO, CA 92656
EDR Hist Auto N/A
SUN ALLIANCE
95 ARGONAUT
ALISO VIEJO, CA 92656
HWTS N/A
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases:
STANDARD ENVIRONMENTAL RECORDS
Lists of Federal NPL (Superfund) sites
NPL National Priority List
Proposed NPL Proposed National Priority List Sites
NPL LIENS Federal Superfund Liens
Lists of Federal Delisted NPL sites
Delisted NPL National Priority List Deletions
Lists of Federal sites subject to CERCLA removals and CERCLA orders FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System
Lists of Federal CERCLA sites with NFRAP
SEMS-ARCHIVE Superfund Enterprise Management System Archive Lists of Federal RCRA facilities undergoing Corrective Action CORRACTS Corrective Action Report
Lists of Federal RCRA TSD facilities
RCRA-TSDF RCRA - Treatment, Storage and Disposal
1238
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 4
Lists of Federal RCRA generators
RCRA-VSQG RCRA - Very Small Quantity Generators (Formerly Conditionally Exempt Small Quantity Generators)
Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System
US ENG CONTROLS Engineering Controls Sites List
US INST CONTROLS Institutional Controls Sites List
Federal ERNS list
ERNS Emergency Response Notification System
Lists of state- and tribal (Superfund) equivalent sites RESPONSE State Response Sites
Lists of state- and tribal hazardous waste facilities
ENVIROSTOR EnviroStor Database
Lists of state and tribal landfills and solid waste disposal facilities SWF/LF Solid Waste Information System
Lists of state and tribal leaking storage tanks
INDIAN LUST Leaking Underground Storage Tanks on Indian Land CPS-SLIC Statewide SLIC Cases
Lists of state and tribal registered storage tanks
FEMA UST Underground Storage Tank Listing
AST Aboveground Petroleum Storage Tank Facilities
INDIAN UST Underground Storage Tanks on Indian Land
Lists of state and tribal voluntary cleanup sites
INDIAN VCP Voluntary Cleanup Priority Listing
VCP Voluntary Cleanup Program Properties
Lists of state and tribal brownfield sites
BROWNFIELDS Considered Brownfieds Sites Listing
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS A Listing of Brownfields Sites
Local Lists of Landfill / Solid Waste Disposal Sites
WMUDS/SWAT Waste Management Unit Database
1239
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 5
SWRCY Recycler Database
HAULERS Registered Waste Tire Haulers Listing
INDIAN ODI Report on the Status of Open Dumps on Indian Lands ODI Open Dump Inventory
DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations IHS OPEN DUMPS Open Dumps on Indian Land
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL Delisted National Clandestine Laboratory Register HIST Cal-Sites Historical Calsites Database
SCH School Property Evaluation Program
CDL Clandestine Drug Labs
Toxic Pits Toxic Pits Cleanup Act Sites
US CDL National Clandestine Laboratory Register
Local Lists of Registered Storage Tanks
HIST UST Hazardous Substance Storage Container Database Local Land Records
LIENS Environmental Liens Listing
LIENS 2 CERCLA Lien Information
DEED Deed Restriction Listing
Records of Emergency Release Reports
HMIRS Hazardous Materials Information Reporting System
CHMIRS California Hazardous Material Incident Report System LDS Land Disposal Sites Listing
MCS Military Cleanup Sites Listing
Orange Co. Industrial Site List of Industrial Site Cleanups SPILLS 90 SPILLS 90 data from FirstSearch
Other Ascertainable Records
FUDS Formerly Used Defense Sites
DOD Department of Defense Sites
SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information
EPA WATCH LIST EPA WATCH LIST
2020 COR ACTION 2020 Corrective Action Program List
TSCA Toxic Substances Control Act
TRIS Toxic Chemical Release Inventory System
SSTS Section 7 Tracking Systems
ROD Records Of Decision
RMP Risk Management Plans
RAATS RCRA Administrative Action Tracking System
PRP Potentially Responsible Parties
PADS PCB Activity Database System
ICIS Integrated Compliance Information System
FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
MLTS Material Licensing Tracking System
1240
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 6
COAL ASH DOE Steam-Electric Plant Operation Data
COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database
RADINFO Radiation Information Database
HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data
CONSENT Superfund (CERCLA) Consent Decrees
INDIAN RESERV Indian Reservations
FUSRAP Formerly Utilized Sites Remedial Action Program
UMTRA Uranium Mill Tailings Sites
LEAD SMELTERS Lead Smelter Sites
US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File
ABANDONED MINES Abandoned Mines
MINES MRDS Mineral Resources Data System
FINDS Facility Index System/Facility Registry System
UXO Unexploded Ordnance Sites
ECHO Enforcement & Compliance History Information
DOCKET HWC Hazardous Waste Compliance Docket Listing
FUELS PROGRAM EPA Fuels Program Registered Listing
PFAS NPL Superfund Sites with PFAS Detections Information PFAS FEDERAL SITES Federal Sites PFAS Information
PFAS TSCA PFAS Manufacture and Imports Information
PFAS TRIS List of PFAS Added to the TRI
PFAS RCRA MANIFEST PFAS Transfers Identified In the RCRA Database Listing PFAS ATSDR PFAS Contamination Site Location Listing
PFAS WQP Ambient Environmental Sampling for PFAS
PFAS NPDES Clean Water Act Discharge Monitoring Information PFAS ECHO Facilities in Industries that May Be Handling PFAS Listing PFAS ECHO FIRE TRAINING Facilities in Industries that May Be Handling PFAS Listing PFAS PART 139 AIRPORT All Certified Part 139 Airports PFAS Information Listing AQUEOUS FOAM NRC Aqueous Foam Related Incidents Listing BIOSOLIDS ICIS-NPDES Biosolids Facility Data
PFAS PFAS Contamination Site Location Listing
AQUEOUS FOAM Former Fire Training Facility Assessments Listing CA BOND EXP. PLAN Bond Expenditure Plan
CHROME PLATING Chrome Plating Facilities Listing
CUPA Listings CUPA Resources List
DRYCLEANERS Cleaner Facilities
EMI Emissions Inventory Data
ENF Enforcement Action Listing
Financial Assurance Financial Assurance Information Listing ICE Inspection, Compliance and Enforcement
HWP EnviroStor Permitted Facilities Listing
HWT Registered Hazardous Waste Transporter Database
HAZNET Facility and Manifest Data
MINES Mines Site Location Listing
MWMP Medical Waste Management Program Listing
NPDES NPDES Permits Listing
PEST LIC Pesticide Regulation Licenses Listing
PROC Certified Processors Database
Notify 65 Proposition 65 Records
HAZMAT Hazardous Material Facilities
UIC UIC Listing
UIC GEO UIC GEO (GEOTRACKER)
1241
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 7
WASTEWATER PITS Oil Wastewater Pits Listing
WDS Waste Discharge System
WIP Well Investigation Program Case List
MILITARY PRIV SITES MILITARY PRIV SITES (GEOTRACKER)
PROJECT PROJECT (GEOTRACKER)
WDR Waste Discharge Requirements Listing
CIWQS California Integrated Water Quality System
CERS CERS
NON-CASE INFO NON-CASE INFO (GEOTRACKER)
OTHER OIL GAS OTHER OIL & GAS (GEOTRACKER)
PROD WATER PONDS PROD WATER PONDS (GEOTRACKER)
SAMPLING POINT SAMPLING POINT (GEOTRACKER)
WELL STIM PROJ Well Stimulation Project (GEOTRACKER)
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP EDR Proprietary Manufactured Gas Plants
EDR Hist Cleaner EDR Exclusive Historical Cleaners
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF Recovered Government Archive Solid Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed.
Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
STANDARD ENVIRONMENTAL RECORDS
Lists of Federal RCRA generators
RCRA-LQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month.
A review of the RCRA-LQG list, as provided by EDR, and dated 12/04/2023 has revealed that there are 3 1242
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 8
RCRA-LQG sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ AMBRY GENETICS CORPO 7 ARGONAUT WSW 0 - 1/8 (0.075 mi.) B5 14 EPA ID:: CAR000254599
AMBRY GENETICS CORP 15 ARGONAUT WSW 0 - 1/8 (0.107 mi.) C8 35 EPA ID:: CAR000222810
CHEVRON 200913 23022 ALISO CREEK RD WSW 1/8 - 1/4 (0.200 mi.) F23 161 EPA ID:: CAD983637851
RCRA-SQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month.
A review of the RCRA-SQG list, as provided by EDR, and dated 12/04/2023 has revealed that there are 2 RCRA-SQG sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ HUNTER GRAPHICS INC 21 ARGONAUT SW 0 - 1/8 (0.114 mi.) C10 43 EPA ID:: CAD982509853
PARA TECH COATING IN 35 ARGONAUT SSW 1/8 - 1/4 (0.135 mi.) 22 108 EPA ID:: CAR000057828
Lists of state and tribal leaking storage tanks
LUST: Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater.
A review of the LUST list, as provided by EDR, has revealed that there is 1 LUST site within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ UNITED PARCEL SERVIC 22 BROOKLINE DRIVE SW 1/4 - 1/2 (0.421 mi.) G30 200 Database: LUST, Date of Government Version: 12/04/2023
Database: LUST REG 9, Date of Government Version: 03/01/2001 Database: ORANGE CO. LUST, Date of Government Version: 10/10/2023 Status: Completed - Case Closed
Closed Date: 1/4/96
Facility Id: 95UT025
Status: Case Closed
Global Id: T0605902532
Case Number: 9UT3197
1243
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 9
Lists of state and tribal registered storage tanks
UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the State Water Resources Control Board’s Hazardous Substance Storage Container Database.
A review of the UST list, as provided by EDR, has revealed that there are 4 UST sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ KENNEDY PIPELINE CO 61 ARGONAUT S 1/8 - 1/4 (0.130 mi.) D17 68 Database: UST, Date of Government Version: 12/04/2023
Database: ORANGE CO. UST, Date of Government Version: 10/10/2023 Facility Id: FA25143
Facility Id: FA0025143
Facility Id: FA0025143
CHEVRON # 0200913 23022 ALISO CREEK RD WSW 1/8 - 1/4 (0.200 mi.) F24 167 Database: UST, Date of Government Version: 12/04/2023
Facility Id: 12182
CHEVRON # 0200913 23022 ALISO CREEK RD WSW 1/8 - 1/4 (0.200 mi.) F25 168 Database: ORANGE CO. UST, Date of Government Version: 10/10/2023 Facility Id: FA24729
Facility Id: FA0024729
CHEVRON STATION #200 23022 ALISO CREEK RD WSW 1/8 - 1/4 (0.200 mi.) F28 196 Database: UST, Date of Government Version: 12/04/2023
Facility Id: FA0024729
ADDITIONAL ENVIRONMENTAL RECORDS
Local Lists of Hazardous waste / Contaminated Sites
CERS HAZ WASTE: List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, and RCRA LQ HW Generator programs.
A review of the CERS HAZ WASTE list, as provided by EDR, and dated 01/16/2024 has revealed that there are 6 CERS HAZ WASTE sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation PageMap IDDirection / Distance Address ____________________ ________ ___________________ _____ _____ AMBRY GENETICS 7 ARGONAUT WSW 0 - 1/8 (0.075 mi.) B7 30 BEARING ENGINEERS IN 27 ARGONAUT SW 0 - 1/8 (0.124 mi.) E15 52 KENNEDY PIPELINE CO 61 ARGONAUT S 1/8 - 1/4 (0.130 mi.) D18 70 ALISO VIEJO TOWING A 31 ARGONAUT SSW 1/8 - 1/4 (0.131 mi.) E21 100 PARA TECH COATING IN 35 ARGONAUT SSW 1/8 - 1/4 (0.135 mi.) 22 108 CHEVRON STATION #200 23022 ALISO CREEK RD WSW 1/8 - 1/4 (0.200 mi.) F27 169 1244
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 10
Local Lists of Registered Storage Tanks
SWEEPS UST: Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list.
A review of the SWEEPS UST list, as provided by EDR, and dated 06/01/1994 has revealed that there are 2 SWEEPS UST sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ KENNEDY PIPELINE CO 61 ARGONAUT S 1/8 - 1/4 (0.130 mi.) D17 68 Status: A
Tank Status: A
Comp Number: 9851
CHEVRON 200913 23022 ALISO CREEK RD WSW 1/8 - 1/4 (0.200 mi.) F23 161 Status: A
Tank Status: A
Comp Number: 12182
CA FID UST: The Facility Inventory Database contains active and inactive underground storage tank locations. The source is the State Water Resource Control Board.
A review of the CA FID UST list, as provided by EDR, and dated 10/31/1994 has revealed that there are 2 CA FID UST sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ KENNEDY PIPELINE CO 61 ARGONAUT S 1/8 - 1/4 (0.130 mi.) D18 70 Facility Id: 30012495
Status: A
CHEVRON 200913 23022 ALISO CREEK RD WSW 1/8 - 1/4 (0.200 mi.) F23 161 Facility Id: 30010575
Status: A
CERS TANKS: List of sites in the California Environmental Protection Agency (CalEPA) Regulated Site Portal which fall under the Aboveground Petroleum Storage and Underground Storage Tank regulatory programs.
A review of the CERS TANKS list, as provided by EDR, and dated 01/16/2024 has revealed that there are 3 CERS TANKS sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ AMBRY GENETICS 7 ARGONAUT WSW 0 - 1/8 (0.075 mi.) B6 24 KENNEDY PIPELINE CO 61 ARGONAUT S 1/8 - 1/4 (0.130 mi.) D18 70 CHEVRON STATION #200 23022 ALISO CREEK RD WSW 1/8 - 1/4 (0.200 mi.) F27 169 1245
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 11
Other Ascertainable Records
RCRA NonGen / NLR: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste.
A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 12/04/2023 has revealed that there are 9 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ INCEPTUS MEDICAL 8 ARGONAUT STE 100 SW 0 - 1/8 (0.046 mi.) B3 10 EPA ID:: CAL000472373
SOFT HEALTH TECHNOLO 8 ARGONAUT STE 170 SW 0 - 1/8 (0.046 mi.) B4 12 EPA ID:: CAL000402655
INVOY TECHNOLOGIES 72 ARGONAUT S 0 - 1/8 (0.107 mi.) D9 40 EPA ID:: CAC003059445
HALO CLINICAL LAB, I 21 ARGONAUT SW 0 - 1/8 (0.114 mi.) C11 45 EPA ID:: CAC003215244
HALO CLINICAL LAB IN 21 ARGONAUT STE B SW 0 - 1/8 (0.114 mi.) C12 48 EPA ID:: CAL000478070
BEARING ENGINEERS 27 ARGONAUT SW 0 - 1/8 (0.124 mi.) E14 50 EPA ID:: CAL000111876
KENNEDY PIPELINE COM 61 ARGONAUT S 1/8 - 1/4 (0.130 mi.) D19 96 EPA ID:: CAL000037032
ALISO VIEJO TOWING 31 ARGONAUT SSW 1/8 - 1/4 (0.131 mi.) E20 98 EPA ID:: CAL000441567
Lower Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ SUSAN LYSTER 2 RAINWOOD SSE 1/8 - 1/4 (0.236 mi.) 29 198 EPA ID:: CAC003160661
Cortese: The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites).
A review of the Cortese list, as provided by EDR, and dated 12/13/2023 has revealed that there is 1 Cortese site within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ UNITED PARCEL SERVIC 22 BROOKLINE DRIVE SW 1/4 - 1/2 (0.421 mi.) G30 200 Cleanup Status: COMPLETED - CASE CLOSED
1246
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 12
HIST CORTESE: The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency.
A review of the HIST CORTESE list, as provided by EDR, and dated 04/01/2001 has revealed that there is 1 HIST CORTESE site within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ UNITED PARCEL SERVIC 22 BROOKLINE DRIVE SW 1/4 - 1/2 (0.421 mi.) G30 200 Reg Id: 9UT3197
UST FINDER: EPA developed UST Finder, a web map application containing a comprehensive, state-sourced national map of underground storage tank (UST) and leaking UST (LUST) data. It provides the attributes and locations of active and closed USTs, UST facilities, and LUST sites from states and from Tribal lands and US territories . UST Finder contains information about proximity of UST facilities and LUST sites to: surface and groundwater public drinking water protection areas; estimated number of private domestic wells and number of people living nearby; and flooding and wildfires.
A review of the UST FINDER list, as provided by EDR, and dated 06/08/2023 has revealed that there are 2 UST FINDER sites within approximately 0.25 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ KENNEDY PIPELINE CO 61 ARGONAUT S 1/8 - 1/4 (0.130 mi.) D16 67 CHEVRON STATION #200 23022 ALISO CREEK RD WSW 1/8 - 1/4 (0.200 mi.) F26 168 UST FINDER RELEASE: US EPA’s UST Finder data is a national composite of leaking underground storage tanks.
This data contains information about, and locations of, leaking underground storage tanks. Data was collected from state sources and standardized into a national profile by EPA’s Office of Underground Storage Tanks, Office of Research and Development, and the Association of State and Territorial Solid Waste Management Officials.
A review of the UST FINDER RELEASE list, as provided by EDR, and dated 06/08/2023 has revealed that there is 1 UST FINDER RELEASE site within approximately 0.5 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ UNITED PARCEL SERVIC 22 BROOKLINE SW 1/4 - 1/2 (0.421 mi.) G31 238
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past 1247
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 13
sites and operations that typically create environmental concerns, but may not show up in current government records searches.
A review of the EDR Hist Auto list, as provided by EDR, has revealed that there is 1 EDR Hist Auto site within approximately 0.125 miles of the target property.
Equal/Higher Elevation Address Direction / Distance Map ID Page ____________________ ________ ___________________ _____ _____ MOBILE TECH INC 21 ARGONAUT SW 0 - 1/8 (0.114 mi.) C13 50 1248
EXECUTIVE SUMMARY
TC07614512.2r EXECUTIVE SUMMARY 14
Due to poor or inadequate address information, the following sites were not mapped. Count: 2 records.
Site Name Database(s) ____________ ____________
GOLDEN RAIN FOUNDATION OF LAG HILL LUST, EMI
ARTISTIC MAINTENANCE INC CPS-SLIC
1249
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 4 80
4 8 0
520
4 5
80 2 0
520
5 20
4 8 0
0 6 8 0
480
760 560
7 2 0
5 2 0
4 8 0
4 8 0
6 8 0 4 0 0
6 0 0
6 8 0
5 6
0 7 2 0
6 4 0
6 4 0
4 0 0
4 4
0 2 8 0
4 0 0
8 2 8
0 0
3 6 0
7 60
7 6 0
6 00
3 2 0
7 2 0
7 2 0
7 2 0
6 8 0
6 8 0
6 8 0
6 8 0
320
3 20
5 20
0 2
3 6 0
6 4 0
6 4 0
6 4 0
6 4 0
6 4 0
6 4 0
6 4 0
6 0 0
6 0 0
6 0 0
6 0 0
6 0 0
6 0 0
600
6 0 0
6 0 0
5 6 0
5 6 0
5 6 0
5 6 0
5 6 0
5 6 0
5 6 0
5 6 0
5 6 0
5 2 0
5 2 0
5 2 0
5 2 0
5 2 0
5 2 0
5 2 0
5 2 0
4 8 0
4 8 0
4 8 0
4 8 0
4 8 0
4 8 0
4 8 0
480
4 4 0
4 4 0
4 4 0
4 4 0
4 4 0
4 4 0
4 4 0
4 4 0
4 4 0
4 4 0
4 0
4 0 0
4 0 0
4 0 0
4 0 0
4 0 0
2 4 0
2 40
2 8 0
280
2 8 0
2 8 0
2 8 0
2 8 0
3 3 2 0
3 2 0
3 2 0
3 2 0
3 2 0
3 2 0
3 2 0
3 2 0
3 6 0
360
3 6 0
3 6 0
3 6 0
0 3 6 0
N Target Property
• Sites at elevations higher than
or equal to the target property
• Sites at elevations lower than
the target property
.1 Manufactured Gas Plants
[:] National Priority List Sites
[2J Dept. Defense Sites
SITE NAME: Argonaut- MLC Holdings, Inc.
ADDRESS: 95 Argonaut
Aliso Viejo CA 92656
LAT/LONG: 33.594593 I 117. 724449
OVERVIEW MAP - 07614512.2R
0 1/4 1/2
D Indian Reservations BIA
N Power transmission lines
lfflffl Areas of Concern
Special Flood Hazard Area (1%)
0.2% Annual Chance Flood Hazard
D National Wetland Inventory
D State Wetlands
This report includes Interactive Map Layers to
display and/or hide map information. The
legend includes only those icons for the
default map view.
CLIENT: Hillmann Environmental Co.
CONTACT: Vivianne Bisson
INQUIRY# : 07614512.2r
DATE: April 04, 2024 8: 17 am
Copyright© 2024 EDR, Inc. © 2015 Tom Tom Rel. 2015.
1250
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 560
480
400
560
480
400
520
480
440
440
400
360
N Target Property
... Sites at elevations higher than
or equal to the target property
Sites at elevations lower than
the target property
.1 Manufactured Gas Plants
• Sensitive Receptors
Q National Priority List Sites
[2J Dept. Defense Sites
SITE NAME: Argonaut- MLC Holdings, Inc.
ADDRESS: 95Argonaut
LAT/LONG:
Aliso Viejo CA 92656
33.594593 I 117. 724449
DETAIL MAP - 07614512.2R
0 1/16
D Indian Reservations BIA
N Power transmission lines
Special Flood Hazard Area (1%)
0.2% Annual Chance Flood Hazard
D National Wetland Inventory
D State Wetlands
118
lfflffl Areas of Concern
This report includes Interactive Map Layers to
display and/or hide map information. The
legend includes only those icons for the
default map view.
CLIENT: Hillmann Environmental Co.
CONTACT: Vivianne Bisson
INQUIRY# : 07614512.2r
DATE: April 04, 2024 8: 18 am
Copyright© 2024 EDR, Inc.© 2015 Tom Tom Rel. 2015.
1251
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database (Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
STANDARD ENVIRONMENTAL RECORDS
Lists of Federal NPL (Superfund) sites
NPL 1.000 0 0 0 0 NR 0
Proposed NPL 1.000 0 0 0 0 NR 0
NPL LIENS 1.000 0 0 0 0 NR 0
Lists of Federal Delisted NPL sites
Delisted NPL 1.000 0 0 0 0 NR 0
Lists of Federal sites subject to
CERCLA removals and CERCLA orders
FEDERAL FACILITY 0.500 0 0 0 NR NR 0
SEMS 0.500 0 0 0 NR NR 0
Lists of Federal CERCLA sites with NFRAP
SEMS-ARCHIVE 0.500 0 0 0 NR NR 0
Lists of Federal RCRA facilities
undergoing Corrective Action
CORRACTS 1.000 0 0 0 0 NR 0
Lists of Federal RCRA TSD facilities
RCRA-TSDF 0.500 0 0 0 NR NR 0
Lists of Federal RCRA generators
RCRA-LQG 0.250 2 1 NR NR NR 3
RCRA-SQG 0.250 1 1 NR NR NR 2
RCRA-VSQG 0.250 0 0 NR NR NR 0
Federal institutional controls /
engineering controls registries
LUCIS 0.500 0 0 0 NR NR 0
US ENG CONTROLS 0.500 0 0 0 NR NR 0
US INST CONTROLS 0.500 0 0 0 NR NR 0
Federal ERNS list
ERNS 0.001 0 NR NR NR NR 0
Lists of state- and tribal
(Superfund) equivalent sites
RESPONSE 1.000 0 0 0 0 NR 0
Lists of state- and tribal
hazardous waste facilities
ENVIROSTOR 1.000 0 0 0 0 NR 0
Lists of state and tribal landfills
and solid waste disposal facilities
SWF/LF 0.500 0 0 0 NR NR 0
TC07614512.2r Page 4
1252
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database (Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted Lists of state and tribal leaking storage tanks
LUST 0.500 0 0 1 NR NR 1
INDIAN LUST 0.500 0 0 0 NR NR 0
CPS-SLIC 0.500 0 0 0 NR NR 0
Lists of state and tribal registered storage tanks
FEMA UST 0.250 0 0 NR NR NR 0
UST 0.250 0 4 NR NR NR 4
AST 0.250 0 0 NR NR NR 0
INDIAN UST 0.250 0 0 NR NR NR 0
Lists of state and tribal voluntary cleanup sites
INDIAN VCP 0.500 0 0 0 NR NR 0
VCP 0.500 0 0 0 NR NR 0
Lists of state and tribal brownfield sites
BROWNFIELDS 0.500 0 0 0 NR NR 0
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS 0.500 0 0 0 NR NR 0
Local Lists of Landfill / Solid
Waste Disposal Sites
WMUDS/SWAT 0.500 0 0 0 NR NR 0
SWRCY 0.500 0 0 0 NR NR 0
HAULERS 0.001 0 NR NR NR NR 0
INDIAN ODI 0.500 0 0 0 NR NR 0
ODI 0.500 0 0 0 NR NR 0
DEBRIS REGION 9 0.500 0 0 0 NR NR 0
IHS OPEN DUMPS 0.500 0 0 0 NR NR 0
Local Lists of Hazardous waste /
Contaminated Sites
US HIST CDL 0.001 0 NR NR NR NR 0
HIST Cal-Sites 1.000 0 0 0 0 NR 0
SCH 0.250 0 0 NR NR NR 0
CDL 0.001 0 NR NR NR NR 0
Toxic Pits 1.000 0 0 0 0 NR 0
CERS HAZ WASTE 0.250 2 4 NR NR NR 6
US CDL 0.001 0 NR NR NR NR 0
Local Lists of Registered Storage Tanks
SWEEPS UST 0.250 0 2 NR NR NR 2
HIST UST 0.250 0 0 NR NR NR 0
CA FID UST 0.250 0 2 NR NR NR 2
CERS TANKS 0.250 1 2 NR NR NR 3
Local Land Records
LIENS 0.001 0 NR NR NR NR 0
TC07614512.2r Page 5
1253
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database (Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted LIENS 2 0.001 0 NR NR NR NR 0
DEED 0.500 0 0 0 NR NR 0
Records of Emergency Release Reports
HMIRS 0.001 0 NR NR NR NR 0
CHMIRS 0.001 0 NR NR NR NR 0
LDS 0.001 0 NR NR NR NR 0
MCS 0.001 0 NR NR NR NR 0
Orange Co. Industrial Site 0.001 0 NR NR NR NR 0
SPILLS 90 0.001 0 NR NR NR NR 0
Other Ascertainable Records
RCRA NonGen / NLR 0.250 6 3 NR NR NR 9
FUDS 1.000 0 0 0 0 NR 0
DOD 1.000 0 0 0 0 NR 0
SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0
US FIN ASSUR 0.001 0 NR NR NR NR 0
EPA WATCH LIST 0.001 0 NR NR NR NR 0
2020 COR ACTION 0.250 0 0 NR NR NR 0
TSCA 0.001 0 NR NR NR NR 0
TRIS 0.001 0 NR NR NR NR 0
SSTS 0.001 0 NR NR NR NR 0
ROD 1.000 0 0 0 0 NR 0
RMP 0.001 0 NR NR NR NR 0
RAATS 0.001 0 NR NR NR NR 0
PRP 0.001 0 NR NR NR NR 0
PADS 0.001 0 NR NR NR NR 0
ICIS 0.001 0 NR NR NR NR 0
FTTS 0.001 0 NR NR NR NR 0
MLTS 0.001 0 NR NR NR NR 0
COAL ASH DOE 0.001 0 NR NR NR NR 0
COAL ASH EPA 0.500 0 0 0 NR NR 0
PCB TRANSFORMER 0.001 0 NR NR NR NR 0
RADINFO 0.001 0 NR NR NR NR 0
HIST FTTS 0.001 0 NR NR NR NR 0
DOT OPS 0.001 0 NR NR NR NR 0
CONSENT 1.000 0 0 0 0 NR 0
INDIAN RESERV 1.000 0 0 0 0 NR 0
FUSRAP 1.000 0 0 0 0 NR 0
UMTRA 0.500 0 0 0 NR NR 0
LEAD SMELTERS 0.001 0 NR NR NR NR 0
US AIRS 0.001 0 NR NR NR NR 0
US MINES 0.250 0 0 NR NR NR 0
ABANDONED MINES 0.250 0 0 NR NR NR 0
MINES MRDS 0.250 0 0 NR NR NR 0
FINDS 0.001 0 NR NR NR NR 0
UXO 1.000 0 0 0 0 NR 0
ECHO 0.001 0 NR NR NR NR 0
DOCKET HWC 0.001 0 NR NR NR NR 0
FUELS PROGRAM 0.250 0 0 NR NR NR 0
PFAS NPL 0.250 0 0 NR NR NR 0
TC07614512.2r Page 6
1254
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database (Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted PFAS FEDERAL SITES 0.250 0 0 NR NR NR 0
PFAS TSCA 0.250 0 0 NR NR NR 0
PFAS TRIS 0.250 0 0 NR NR NR 0
PFAS RCRA MANIFEST 0.250 0 0 NR NR NR 0
PFAS ATSDR 0.250 0 0 NR NR NR 0
PFAS WQP 0.250 0 0 NR NR NR 0
PFAS NPDES 0.250 0 0 NR NR NR 0
PFAS ECHO 0.250 0 0 NR NR NR 0
PFAS ECHO FIRE TRAINING 0.250 0 0 NR NR NR 0
PFAS PART 139 AIRPORT 0.250 0 0 NR NR NR 0
AQUEOUS FOAM NRC 0.250 0 0 NR NR NR 0
BIOSOLIDS 0.001 0 NR NR NR NR 0
PFAS 0.250 0 0 NR NR NR 0
AQUEOUS FOAM 0.250 0 0 NR NR NR 0
CA BOND EXP. PLAN 1.000 0 0 0 0 NR 0
CHROME PLATING 0.500 0 0 0 NR NR 0
Cortese 0.500 0 0 1 NR NR 1
CUPA Listings 0.250 0 0 NR NR NR 0
DRYCLEANERS 0.250 0 0 NR NR NR 0
EMI 0.001 0 NR NR NR NR 0
ENF 0.001 0 NR NR NR NR 0
Financial Assurance 0.001 0 NR NR NR NR 0
ICE 0.001 0 NR NR NR NR 0
HIST CORTESE 0.500 0 0 1 NR NR 1
HWP 1.000 0 0 0 0 NR 0
HWT 0.250 0 0 NR NR NR 0
HWTS 0.001 1 0 NR NR NR NR 1
HAZNET 0.001 0 NR NR NR NR 0
MINES 0.250 0 0 NR NR NR 0
MWMP 0.250 0 0 NR NR NR 0
NPDES 0.001 0 NR NR NR NR 0
PEST LIC 0.001 0 NR NR NR NR 0
PROC 0.500 0 0 0 NR NR 0
Notify 65 1.000 0 0 0 0 NR 0
HAZMAT 0.250 0 0 NR NR NR 0
UIC 0.001 0 NR NR NR NR 0
UIC GEO 0.001 0 NR NR NR NR 0
WASTEWATER PITS 0.500 0 0 0 NR NR 0
WDS 0.001 0 NR NR NR NR 0
WIP 0.250 0 0 NR NR NR 0
MILITARY PRIV SITES 0.001 0 NR NR NR NR 0
PROJECT 0.001 0 NR NR NR NR 0
WDR 0.001 0 NR NR NR NR 0
CIWQS 0.001 0 NR NR NR NR 0
CERS 0.001 0 NR NR NR NR 0
NON-CASE INFO 0.001 0 NR NR NR NR 0
OTHER OIL GAS 0.001 0 NR NR NR NR 0
PROD WATER PONDS 0.001 0 NR NR NR NR 0
SAMPLING POINT 0.001 0 NR NR NR NR 0
WELL STIM PROJ 0.001 0 NR NR NR NR 0
UST FINDER 0.250 0 2 NR NR NR 2
TC07614512.2r Page 7
1255
MAP FINDINGS SUMMARY
Search
Distance Target Total
Database (Miles) Property < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted UST FINDER RELEASE 0.500 0 0 1 NR NR 1
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP 1.000 0 0 0 0 NR 0
EDR Hist Auto 0.125 1 1 NR NR NR NR 2
EDR Hist Cleaner 0.125 0 NR NR NR NR 0
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA LF 0.001 0 NR NR NR NR 0
RGA LUST 0.001 0 NR NR NR NR 0
- Totals -- 2 13 21 4 0 0 40
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC07614512.2r Page 8
1256
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
2008 CORTE FINA HOMEOWNERS ASSOC Gasoline Service Stations, NEC 2007 CORTE FINA HOMEOWNERS ASSOC Gasoline Service Stations, NEC Type:Year: Name:
EDR Hist Auto
Site 1 of 2 in cluster A
Actual:
397 ft.
Property ALISO VIEJO, CA 92656
Target 95 ARGONAUT STE 160 N/A
A1 EDR Hist AutoCORTE FINA HOMEOWNERS ASSOC 1021341993
Longitude: -117.724718
Latitude: 33.593981
Category: STATE
Facility Type: PERMANENT
Facility Status: Inactive
Not reportedContact Fax:
Not reportedContact Phone:
GARDEN GROVE, CA 928410000City,State,Zip:
Not reportedContact Address 2:
INACTIVE PER VQ00 - NJContact Address:
RON FOUNTAINContact Name:
Not reportedOwner Fax:
Not reportedOwner Phone:
ALISO VIEJO, CA 926560000Owner City,State,Zip:
Not reportedOwner Address 2:
95 ARGONAUTOwner Address:
SUN ALLIANCEOwner Name:
ALISO VIEJO, CA 926560000Mailing City,State,Zip:
Not reportedMailing Address 2:
95 ARGONAUTMailing Address:
Not reportedMailing Name:
Not reportedLast Act Date:
02/23/1998Create Date:
06/30/2000Inactive Date:
CAL000188181EPA ID:
ALISO VIEJO, CA 92656City,State,Zip:
Not reportedAddress 2:
95 ARGONAUTAddress:
SUN ALLIANCEName:
HWTS:
Site 2 of 2 in cluster A
Actual:
397 ft.
Property ALISO VIEJO, CA 92656
Target 95 ARGONAUT N/A
A2 HWTSSUN ALLIANCE S124820005
TC07614512.2r Page 9
1257
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Institutional Control Indicator: No
Environmental Control Indicator: No
No NCAPS rankingCorrective Action Priority Ranking:
NoNon-TSDFs Where RCRA CA has Been Imposed Universe:
NoSubject to Corrective Action Universe:
No202 GPRA Corrective Action Baseline:
Not on the Baseline2018 GPRA Renewals Baseline:
Not on the Baseline2018 GPRA Permit Baseline:
Not reportedSub-Part K Indicator:
NHazardous Secondary Material Indicator:
Not reportedFederal Facility Indicator:
---Active Site State-Reg Handler:
NoFederal Universal Waste:
NoUniversal Waste Destination Facility:
NoUniversal Waste Indicator:
NoOff-Site Waste Receipt:
NoUnderground Injection Control:
NoSmelting Melting and Refining Furnace Exemption:
NoSmall Quantity On-Site Burner Exemption:
NoRecycler Activity with Storage:
NoTransfer Facility Activity:
NoTransporter Activity:
NoMixed Waste Generator:
NoImporter Activity:
NoShort-Term Generator Activity:
OtherOperator Type:
Michael JacksonOperator Name:
OtherOwner Type:
Inceptus Medical LlcOwner Name:
ALISO VIEJO, CA 92656Mailing City,State,Zip:
8 ARGONAUT STE 100Mailing Address:
Not reportedState District:
Not reportedState District Owner:
Not reportedActive Site Indicator:
Not reportedAccessibility:
Not reportedBiennial Report Cycle:
Not reportedNon-Notifier:
Not a generator, verifiedFederal Waste Generator Description:
Not reportedLand Type:
09EPA Region:
Not reportedContact Title:
[email protected] Email:
Not reportedContact Fax:
949-636-1575Contact Telephone:
ALISO VIEJO, CA 92656Contact City,State,Zip:
8 ARGONAUT STE 100Contact Address:
MICHAEL JACKSONContact Name:
CAL000472373EPA ID:
ALISO VIEJO, CA 92656Handler City,State,Zip:
8 ARGONAUT STE 100Handler Address:
Inceptus MedicalHandler Name:
20220805Date Form Received by Agency:
RCRA Listings:
242 ft. Site 1 of 5 in cluster B
0.046 mi.
Relative:
Higher
Actual:
431 ft.
< 1/8 ALISO VIEJO, CA 92656
SW 8 ARGONAUT STE 100 CAL000472373
B3 RCRA NonGen / NLRINCEPTUS MEDICAL 1027468027
TC07614512.2r Page 10
1258
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Electronic Manifest Broker: No
Non Storage Recycler Activity: No
YesCurrent Record:
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Not a generator, verifiedFederal Waste Generator Description:
INCEPTUS MEDICALHandler Name:
20220805Receive Date:
Historic Generators:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
949-598-0300Owner/Operator Telephone:
ALISO VIEJO, CA 92656Owner/Operator City,State,Zip:
8 ARGONAUT STE 100Owner/Operator Address:
Not reportedDate Ended Current:
Not reportedDate Became Current:
OtherLegal Status:
INCEPTUS MEDICAL LLCOwner/Operator Name:
OwnerOwner/Operator Indicator:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
949-636-1575Owner/Operator Telephone:
ALISO VIEJO, CA 92656Owner/Operator City,State,Zip:
8 ARGONAUT STE 100Owner/Operator Address:
Not reportedDate Ended Current:
Not reportedDate Became Current:
OtherLegal Status:
MICHAEL JACKSONOwner/Operator Name:
OperatorOwner/Operator Indicator:
Handler - Owner Operator:
NoSub-Part P Indicator:
NoManifest Broker:
NoRecycler Activity Without Storage:
NoExporter of Spent Lead Acid Batteries:
NoImporter of Spent Lead Acid Batteries:
NoRecognized Trader-Exporter:
NoRecognized Trader-Importer:
20220816Handler Date of Last Change:
Not reportedFinancial Assurance Required:
NoSignificant Non-Complier With a Compliance Schedule Universe:
NoAddressed Significant Non-Complier Universe:
NoUnaddressed Significant Non-Complier Universe:
NoSignificant Non-Complier Universe:
N/AGroundwater Controls Indicator:
N/AHuman Exposure Controls Indicator:
INCEPTUS MEDICAL (Continued) 1027468027
TC07614512.2r Page 11
1259
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: ALL OTHER MISCELLANEOUS MANUFACTURING NAICS Code: 339999
List of NAICS Codes and Descriptions:
INCEPTUS MEDICAL (Continued) 1027468027
Universal Waste Indicator: Yes
Off-Site Waste Receipt: No
NoUnderground Injection Control:
NoSmelting Melting and Refining Furnace Exemption:
NoSmall Quantity On-Site Burner Exemption:
NoRecycler Activity with Storage:
NoTransfer Facility Activity:
NoTransporter Activity:
NoMixed Waste Generator:
NoImporter Activity:
NoShort-Term Generator Activity:
OtherOperator Type:
John TaylorOperator Name:
OtherOwner Type:
Soft Health Technologies LlcOwner Name:
ALISO VIEJO, CA 92656-4215Mailing City,State,Zip:
8 ARGONAUT STE 170Mailing Address:
Not reportedState District:
Not reportedState District Owner:
Handler ActivitiesActive Site Indicator:
Not reportedAccessibility:
Not reportedBiennial Report Cycle:
Not reportedNon-Notifier:
Not a generator, verifiedFederal Waste Generator Description:
Not reportedLand Type:
09EPA Region:
Not reportedContact Title:
[email protected] Email:
Not reportedContact Fax:
949-697-3386Contact Telephone:
ALISO VIEJO, CA 92656Contact City,State,Zip:
8 ARGONAUTContact Address:
JOHN TAYLORContact Name:
CAL000402655EPA ID:
ALISO VIEJO, CA 92656-4215Handler City,State,Zip:
8 ARGONAUT STE 170Handler Address:
Soft Health Technologies LlcHandler Name:
20141202Date Form Received by Agency:
RCRA Listings:
242 ft. Site 2 of 5 in cluster B
0.046 mi.
Relative:
Higher
Actual:
431 ft.
< 1/8 ALISO VIEJO, CA 92656
SW 8 ARGONAUT STE 170 CAL000402655
B4 RCRA NonGen / NLRSOFT HEALTH TECHNOLOGIES LLC 1024847614 TC07614512.2r Page 12
1260
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 949-716-6770
Owner/Operator City,State,Zip: ALISO VIEJO, CA 92656-4215 Owner/Operator Address: 8 ARGONAUT STE 170
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: SOFT HEALTH TECHNOLOGIES LLC
Owner/Operator Indicator: Owner
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 949-697-3386
Owner/Operator City,State,Zip: ALISO VIEJO, CA 92656
Owner/Operator Address: 8 ARGONAUT
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: JOHN TAYLOR
Owner/Operator Indicator: Operator
Handler - Owner Operator:
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 20180906
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Federal Universal Waste: No
Universal Waste Destination Facility: Yes
SOFT HEALTH TECHNOLOGIES LLC (Continued) 1024847614
TC07614512.2r Page 13
1261
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: GAME, TOY, AND CHILDREN’S VEHICLE MANUFACTURING NAICS Code: 339932
List of NAICS Codes and Descriptions:
Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: Yes
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: SOFT HEALTH TECHNOLOGIES LLC
Receive Date: 20141202
Historic Generators:
SOFT HEALTH TECHNOLOGIES LLC (Continued) 1024847614
Owner Name: Konica Minolta Pm Inc
Mailing City,State,Zip: ALISO VIEJO, CA 92656
ENTERPRISEMailing Address:
Not reportedState District:
Not reportedState District Owner:
Handler ActivitiesActive Site Indicator:
Not reportedAccessibility:
2021Biennial Report Cycle:
Not reportedNon-Notifier:
Large Quantity GeneratorFederal Waste Generator Description:
PrivateLand Type:
09EPA Region:
SR. EH&S MANAGERContact Title:
[email protected] Email:
Not reportedContact Fax:
949-539-5466Contact Telephone:
ALISO VIEJO, CA 92054Contact City,State,Zip:
ARGONAUTContact Address:
OMAR JOEL AZPURUContact Name:
CAR000254599EPA ID:
ALISO VIEJO, CA 92656Handler City,State,Zip:
ARGONAUTHandler Address:
Ambry Genetics CorporationHandler Name:
20220211Date Form Received by Agency:
RCRA Listings:
398 ft. Site 3 of 5 in cluster B
0.075 mi.
Relative:
Higher
Actual:
435 ft.
< 1/8 ALISO VIEJO, CA 92656
WSW 7 ARGONAUT CAR000254599
B5 RCRA-LQGAMBRY GENETICS CORPORATION 1018155097
TC07614512.2r Page 14
1262
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Hazardous Waste Summary:
Click Here for Biennial Reporting System Data:
Year: 2017
Click Here for Biennial Reporting System Data:
Year: 2019
Click Here for Biennial Reporting System Data:
Year: 2021
Biennial: List of Years
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 20220705
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Federal Universal Waste: No
Universal Waste Destination Facility: No
Universal Waste Indicator: No
Off-Site Waste Receipt: No
Underground Injection Control: No
Smelting Melting and Refining Furnace Exemption: No
Small Quantity On-Site Burner Exemption: No
Recycler Activity with Storage: No
Transfer Facility Activity: No
Transporter Activity: No
Mixed Waste Generator: No
Importer Activity: No
Short-Term Generator Activity: No
Operator Type: Private
Operator Name: Ambry Genetics Corporation
Owner Type: Private
AMBRY GENETICS CORPORATION (Continued) 1018155097
TC07614512.2r Page 15
1263
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Owner/Operator Address: 411 NEWARK POMPTON TURNPIKE
Date Ended Current: Not reported
Date Became Current: 20171025
Legal Status: Private
Owner/Operator Name: KONICA MINOLTA PM INC
Owner/Operator Indicator: Owner
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 949-900-5500
Owner/Operator City,State,Zip: ALISO VIEJO, CA 92656
Owner/Operator Address: 15 ARGONAUT
Date Ended Current: Not reported
Date Became Current: 20141106
Legal Status: Private
Owner/Operator Name: AMBRY GENETICS CORPORATION
Owner/Operator Indicator: Operator
Handler - Owner Operator:
Waste Description: L-Phenylalanine, 4-[Bis(2-Chloroethyl)Amino]- (Or) Melphalan Waste Code: U150
Mitomycin C
hoxy-5-Methyl-, [1as-(1aalpha, 8beta, 8aalpha, 8balpha)]- (Or) 6-Amino-8-[[(Aminocarbonyl)Oxy]Methyl]-1,1a,2,8,8a,8b-Hexahydro-8a-Met Waste Description: Azirino [2’,3’:3,4]Pyrrolo[1,2-A]Indole-4,7-Dione, Waste Code: U010
Mixtures.
Bottoms From The Recovery Of These Spent Solvents And Spent Solvent More Of Those Solvents Listed In F001, F002, F004, And F005; And Still Solvents, And A Total Of Ten Percent Or More (By Volume) Of One Or Containing, Before Use, One Or More Of The Above Nonhalogenated Nonhalogenated Solvents; And All Spent Solvent Mixtures/Blends Mixtures/Blends Containing, Before Use, Only The Above Spent Alcohol, Cyclohexanone, And Methanol; All Spent Solvent Acetate, Ethyl Benzene, Ethyl Ether, Methyl Isobutyl Ketone, N-Butyl Waste Description: The Following Spent Nonhalogenated Solvents: Xylene, Acetone, Ethyl Waste Code: F003
Spent Solvent Mixtures.
F005; And Still Bottoms From The Recovery Of These Spent Solvents And Above Halogenated Solvents Or Those Solvents Listed In F001, F004, And Use, A Total Of Ten Percent Or More (By Volume) Of One Or More Of The Trichloroethane; All Spent Solvent Mixtures/Blends Containing, Before Ortho-Dichlorobenzene, Trichlorofluoromethane, And 1,1,2, Chlorobenzene, 1,1,2-Trichloro-1,2,2-Trifluoroethane,
Methylene Chloride, Trichloroethylene, 1,1,1-Trichloroethane, Waste Description: The Following Spent Halogenated Solvents: Tetrachloroethylene, Waste Code: F002
Waste Description: Corrosive Waste
Waste Code: D002
Waste Description: Ignitable Waste
Waste Code: D001
AMBRY GENETICS CORPORATION (Continued) 1018155097
TC07614512.2r Page 16
1264
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Legal Status: Private
Owner/Operator Name: AMBRY GENETICS CORPORATION
OperatorOwner/Operator Indicator:
[email protected]/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
949-900-5540Owner/Operator Telephone:
ALISO VIEJO, CA 92656Owner/Operator City,State,Zip:
15 ARGONAUTOwner/Operator Address:
Not reportedDate Ended Current:
20160122Date Became Current:
PrivateLegal Status:
AMBRY GENETICS CORPORATIONOwner/Operator Name:
OperatorOwner/Operator Indicator:
[email protected]/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
949-536-5466Owner/Operator Telephone:
ALISO VIEJO, CA 92656Owner/Operator City,State,Zip:
1 ENTERPRISEOwner/Operator Address:
Not reportedDate Ended Current:
20160122Date Became Current:
PrivateLegal Status:
AMBRY GENETICS CORPORATIONOwner/Operator Name:
OperatorOwner/Operator Indicator:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
949-900-5500Owner/Operator Telephone:
ALISO VIEJO, CA 92656Owner/Operator City,State,Zip:
15 ARGONAUTOwner/Operator Address:
Not reportedDate Ended Current:
20141106Date Became Current:
PrivateLegal Status:
AMBRY GENETICS CORPORATIONOwner/Operator Name:
OwnerOwner/Operator Indicator:
[email protected]/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
973-633-1500Owner/Operator Telephone:
WAYNE, NJ 07470Owner/Operator City,State,Zip:
411 NEWARK POMPTON TURNPIKEOwner/Operator Address:
Not reportedDate Ended Current:
20171025Date Became Current:
PrivateLegal Status:
KONICA MINOLTA PM INCOwner/Operator Name:
OwnerOwner/Operator Indicator:
[email protected]/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
973-633-1500Owner/Operator Telephone:
WAYNE, NJ 07470Owner/Operator City,State,Zip:
AMBRY GENETICS CORPORATION (Continued) 1018155097
TC07614512.2r Page 17
1265
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Non Storage Recycler Activity: No
Current Record: No
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Large Quantity GeneratorFederal Waste Generator Description:
AMBRY GENETICS CORPORATIONHandler Name:
20181030Receive Date:
Historic Generators:
[email protected]/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
949-536-5466Owner/Operator Telephone:
ALISO VIEJO, CA 92656Owner/Operator City,State,Zip:
1 ENTERPRISEOwner/Operator Address:
Not reportedDate Ended Current:
20160122Date Became Current:
PrivateLegal Status:
AMBRY GENETICS CORPORATIONOwner/Operator Name:
OperatorOwner/Operator Indicator:
[email protected]/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
949-900-5540Owner/Operator Telephone:
WAYNE, NJ 07470Owner/Operator City,State,Zip:
411 NEWARK POMPTON TURNPIKEOwner/Operator Address:
Not reportedDate Ended Current:
20171025Date Became Current:
PrivateLegal Status:
KONICA MINOLTA PM INCOwner/Operator Name:
OwnerOwner/Operator Indicator:
[email protected]/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
949-900-5540Owner/Operator Telephone:
WAYNE, NJ 07470Owner/Operator City,State,Zip:
411 NEWARK POMPTON TURNPIKEOwner/Operator Address:
Not reportedDate Ended Current:
20171025Date Became Current:
PrivateLegal Status:
KONICA MINOLTA PM INCOwner/Operator Name:
OwnerOwner/Operator Indicator:
[email protected]/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
949-536-5466Owner/Operator Telephone:
ALISO VIEJO, CA 92656Owner/Operator City,State,Zip:
1 ENTERPRISEOwner/Operator Address:
Not reportedDate Ended Current:
20160122Date Became Current:
AMBRY GENETICS CORPORATION (Continued) 1018155097
TC07614512.2r Page 18
1266
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
NAICS Description: RESEARCH AND DEVELOPMENT IN BIOTECHNOLOGY NAICS Code: 541711
List of NAICS Codes and Descriptions:
NoElectronic Manifest Broker:
NoNon Storage Recycler Activity:
NoCurrent Record:
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Large Quantity GeneratorFederal Waste Generator Description:
AMBRY GENETICS CORPORATIONHandler Name:
20210514Receive Date:
Not reportedElectronic Manifest Broker:
Not reportedNon Storage Recycler Activity:
NoCurrent Record:
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Large Quantity GeneratorFederal Waste Generator Description:
AMBRY GENETICS CORPORATIONHandler Name:
20150630Receive Date:
NoElectronic Manifest Broker:
NoNon Storage Recycler Activity:
YesCurrent Record:
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Large Quantity GeneratorFederal Waste Generator Description:
AMBRY GENETICS CORPORATIONHandler Name:
20220211Receive Date:
NoElectronic Manifest Broker:
NoNon Storage Recycler Activity:
NoCurrent Record:
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Large Quantity GeneratorFederal Waste Generator Description:
AMBRY GENETICS CORPORATIONHandler Name:
20210520Receive Date:
NoElectronic Manifest Broker:
AMBRY GENETICS CORPORATION (Continued) 1018155097
TC07614512.2r Page 19
1267
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Enforcement Docket Number: Not reported
Enforcement Responsible Agency: Not reported
Date of Enforcement Action: Not reported
Enforcement Identifier: Not reported
Scheduled Compliance Date: Not reported
Violation Responsible Agency: Not reported
Return to Compliance Qualifier: Not reported
Actual Return to Compliance Date: Not reported
Date Violation was Determined: Not reported
Violation Short Description: Not reported
Agency Which Determined Violation: Not reported
Found Violation: No
Final Amount: Not reported
Final Count: Not reported
Paid Amount: Not reported
Final Monetary Amount: Not reported
Proposed Amount: Not reported
SEP Type Description: Not reported
SEP Type: Not reported
SEP Defaulted Date: Not reported
SEP Actual Date: Not reported
SEP Scheduled Completion Date: Not reported
SEP Expenditure Amount: Not reported
SEP Sequence Number: Not reported
Enforcement Responsible Sub-Organization: Not reported
Enforcement Responsible Person: Not reported
Enforcement Type: Not reported
Consent/Final Order Lead Agency: Not reported
Consent/Final Order Respondent Name: Not reported
Consent/Final Order Sequence Number: Not reported
Disposition Status Description: Not reported
Disposition Status: Not reported
Disposition Status Date: Not reported
Appeal Resolution Date: Not reported
Appeal Initiated Date: Not reported
Corrective Action Component: Not reported
Enforcement Attorney: Not reported
Enforcement Docket Number: Not reported
Enforcement Responsible Agency: Not reported
Date of Enforcement Action: Not reported
Enforcement Identifier: Not reported
Scheduled Compliance Date: Not reported
Violation Responsible Agency: Not reported
Return to Compliance Qualifier: Not reported
Actual Return to Compliance Date: Not reported
Date Violation was Determined: Not reported
Violation Short Description: Not reported
Agency Which Determined Violation: Not reported
Found Violation: No
Has the Facility Received Notices of Violations:
NAICS Description: MEDICAL LABORATORIES
NAICS Code: 621511
NAICS Description: RESEARCH AND DEVELOPMENT IN BIOTECHNOLOGY (EXCEPT NANOBIOTECHNOLOGY NAICS Code: 541714
AMBRY GENETICS CORPORATION (Continued) 1018155097
TC07614512.2r Page 20
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EPA ID NumberDatabase(s)SiteElevation
SEP Type: Not reported
SEP Defaulted Date: Not reported
SEP Actual Date: Not reported
SEP Scheduled Completion Date: Not reported
SEP Expenditure Amount: Not reported
SEP Sequence Number: Not reported
Enforcement Responsible Sub-Organization: Not reported
Enforcement Responsible Person: Not reported
Enforcement Type: Not reported
Consent/Final Order Lead Agency: Not reported
Consent/Final Order Respondent Name: Not reported
Consent/Final Order Sequence Number: Not reported
Disposition Status Description: Not reported
Disposition Status: Not reported
Disposition Status Date: Not reported
Appeal Resolution Date: Not reported
Appeal Initiated Date: Not reported
Corrective Action Component: Not reported
Enforcement Attorney: Not reported
Enforcement Docket Number: Not reported
Enforcement Responsible Agency: Not reported
Date of Enforcement Action: Not reported
Enforcement Identifier: Not reported
Scheduled Compliance Date: Not reported
Violation Responsible Agency: Not reported
Return to Compliance Qualifier: Not reported
Actual Return to Compliance Date: Not reported
Date Violation was Determined: Not reported
Violation Short Description: Not reported
Agency Which Determined Violation: Not reported
Found Violation: No
Final Amount: Not reported
Final Count: Not reported
Paid Amount: Not reported
Final Monetary Amount: Not reported
Proposed Amount: Not reported
SEP Type Description: Not reported
SEP Type: Not reported
SEP Defaulted Date: Not reported
SEP Actual Date: Not reported
SEP Scheduled Completion Date: Not reported
SEP Expenditure Amount: Not reported
SEP Sequence Number: Not reported
Enforcement Responsible Sub-Organization: Not reported
Enforcement Responsible Person: Not reported
Enforcement Type: Not reported
Consent/Final Order Lead Agency: Not reported
Consent/Final Order Respondent Name: Not reported
Consent/Final Order Sequence Number: Not reported
Disposition Status Description: Not reported
Disposition Status: Not reported
Disposition Status Date: Not reported
Appeal Resolution Date: Not reported
Appeal Initiated Date: Not reported
Corrective Action Component: Not reported
Enforcement Attorney: Not reported
AMBRY GENETICS CORPORATION (Continued) 1018155097
TC07614512.2r Page 21
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Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Enforcement Docket Number: Not reported
Enforcement Responsible Agency: Not reported
Date of Enforcement Action: Not reported
Enforcement Identifier: Not reported
Scheduled Compliance Date: Not reported
Violation Responsible Agency: State
Return to Compliance Qualifier: Documented
Actual Return to Compliance Date: 20200810
Date Violation was Determined: 20200610
Violation Short Description: Generators - Records/Reporting Agency Which Determined Violation: State
Found Violation: Yes
Final Amount: Not reported
Final Count: Not reported
Paid Amount: Not reported
Final Monetary Amount: Not reported
Proposed Amount: Not reported
SEP Type Description: Not reported
SEP Type: Not reported
SEP Defaulted Date: Not reported
SEP Actual Date: Not reported
SEP Scheduled Completion Date: Not reported
SEP Expenditure Amount: Not reported
SEP Sequence Number: Not reported
Enforcement Responsible Sub-Organization: Not reported
Enforcement Responsible Person: Not reported
Enforcement Type: Not reported
Consent/Final Order Lead Agency: Not reported
Consent/Final Order Respondent Name: Not reported
Consent/Final Order Sequence Number: Not reported
Disposition Status Description: Not reported
Disposition Status: Not reported
Disposition Status Date: Not reported
Appeal Resolution Date: Not reported
Appeal Initiated Date: Not reported
Corrective Action Component: Not reported
Enforcement Attorney: Not reported
Enforcement Docket Number: Not reported
Enforcement Responsible Agency: Not reported
Date of Enforcement Action: Not reported
Enforcement Identifier: Not reported
Scheduled Compliance Date: Not reported
Violation Responsible Agency: Not reported
Return to Compliance Qualifier: Not reported
Actual Return to Compliance Date: Not reported
Date Violation was Determined: Not reported
Violation Short Description: Not reported
Agency Which Determined Violation: Not reported
Found Violation: No
Final Amount: Not reported
Final Count: Not reported
Paid Amount: Not reported
Final Monetary Amount: Not reported
Proposed Amount: Not reported
SEP Type Description: Not reported
AMBRY GENETICS CORPORATION (Continued) 1018155097
TC07614512.2r Page 22
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EPA ID NumberDatabase(s)SiteElevation
Evaluation Type Description: COMPLIANCE EVALUATION INSPECTION Found Violation: No
StateEvaluation Responsible Agency:
20211201Evaluation Date:
Not reportedFormer Citation:
Not reportedRequest Agency:
Not reportedDate Response Received:
Not reportedDate of Request:
Not reportedScheduled Compliance Date:
Not reportedActual Return to Compliance Date:
Not reportedEvaluation Responsible Sub-Organization:
CUPAEvaluation Responsible Person Identifier:
COMPLIANCE EVALUATION INSPECTIONEvaluation Type Description:
NoFound Violation:
StateEvaluation Responsible Agency:
20210303Evaluation Date:
Not reportedFormer Citation:
Not reportedRequest Agency:
Not reportedDate Response Received:
Not reportedDate of Request:
Not reportedScheduled Compliance Date:
Not reportedActual Return to Compliance Date:
Not reportedEvaluation Responsible Sub-Organization:
CUPAEvaluation Responsible Person Identifier:
COMPLIANCE EVALUATION INSPECTIONEvaluation Type Description:
NoFound Violation:
StateEvaluation Responsible Agency:
20201020Evaluation Date:
Evaluation Action Summary:
Not reportedFinal Amount:
Not reportedFinal Count:
Not reportedPaid Amount:
Not reportedFinal Monetary Amount:
Not reportedProposed Amount:
Not reportedSEP Type Description:
Not reportedSEP Type:
Not reportedSEP Defaulted Date:
Not reportedSEP Actual Date:
Not reportedSEP Scheduled Completion Date:
Not reportedSEP Expenditure Amount:
Not reportedSEP Sequence Number:
Not reportedEnforcement Responsible Sub-Organization:
Not reportedEnforcement Responsible Person:
Not reportedEnforcement Type:
Not reportedConsent/Final Order Lead Agency:
Not reportedConsent/Final Order Respondent Name:
Not reportedConsent/Final Order Sequence Number:
Not reportedDisposition Status Description:
Not reportedDisposition Status:
Not reportedDisposition Status Date:
Not reportedAppeal Resolution Date:
Not reportedAppeal Initiated Date:
Not reportedCorrective Action Component:
Not reportedEnforcement Attorney:
AMBRY GENETICS CORPORATION (Continued) 1018155097
TC07614512.2r Page 23
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Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Former Citation: Not reported
Request Agency: Not reported
Date Response Received: Not reported
Date of Request: Not reported
Scheduled Compliance Date: Not reported
Actual Return to Compliance Date: 20200810
Evaluation Responsible Sub-Organization: Not reported
Evaluation Responsible Person Identifier: CUPA
Evaluation Type Description: COMPLIANCE EVALUATION INSPECTION Found Violation: Yes
Evaluation Responsible Agency: State
Evaluation Date: 20200610
Former Citation: Not reported
Request Agency: Not reported
Date Response Received: Not reported
Date of Request: Not reported
Scheduled Compliance Date: Not reported
Actual Return to Compliance Date: Not reported
Evaluation Responsible Sub-Organization: Not reported
Evaluation Responsible Person Identifier: Not reported
Evaluation Type Description: COMPLIANCE EVALUATION INSPECTION Found Violation: No
Evaluation Responsible Agency: State
Evaluation Date: 20200811
Former Citation: Not reported
Request Agency: Not reported
Date Response Received: Not reported
Date of Request: Not reported
Scheduled Compliance Date: Not reported
Actual Return to Compliance Date: Not reported
Evaluation Responsible Sub-Organization: Not reported
Evaluation Responsible Person Identifier: CUPA
AMBRY GENETICS CORPORATION (Continued) 1018155097
CERS Description: Chemical Storage Facilities
CERS ID: 10668994
368624Site ID:
ALISO VIEJO, CA 92656City,State,Zip:
7 ARGONAUTAddress:
AMBRY GENETICSName:
CERS:
Aboveground Petroleum StorageCERS Description:
10668994CERS ID:
368624Site ID:
ALISO VIEJO, CA 92656City,State,Zip:
7 ARGONAUTAddress:
AMBRY GENETICSName:
CERS TANKS:
398 ft. Site 4 of 5 in cluster B
0.075 mi.
Relative:
Higher
Actual:
435 ft.
< 1/8 ALISO VIEJO, CA 92656
WSW CERS7 ARGONAUT N/A
B6 CERS TANKSAMBRY GENETICS S123513709
TC07614512.2r Page 24
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Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
materials storage area were reviewed at this time. The facility has reviewed this date. Safety/cleanup equipment is available. Hazardous easily 714-433-6000 Employee Business Emergency Plan Training was number to the plan so that if there is a spill we can be notified through CERS 10668994. Changes to the BEP to add the OC CUPA phone - Marissa Tracy, EH&S Coordinator. The HMBEP has been submitted this date, consent to enter, inspect and take photographs was given by materials chemical inventory and business emergency plan inspection Eval Notes: Ambry Genetics, 7 Argonaut, Aliso Viejo On site to conduct hazardous Routine done by local agencyEval Type:
NoViolations Found:
03-14-2017Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
emailed to Douglas Echeverria [email protected]
Emergency Action Plan was available for review. Inspection report the transferring, labeling, daily empty for the facility. The and reviewed. Brian with ACT is at this facility and responsible for Waste is hauled by ACT once a week. Tracking documents were available and trace chemotherapy waste. Waste containers are closed and labeled. generated at this facility include biohazardous, sharps, pathology, storage area is locked. Observed red bags that were zip-tied. Wastes inspection A walk through of the facility was conducted. The final Health and Safety Manager who granted consent to enter and conduct the inspection. Met this date with Douglas Echeverria, Sr. Environmental On site to conduct a Medical Waste Large Quantity GeneratorEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
03-08-2023Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
APSAEval Program:
Orange County Environmental HealthEval Division:
requirements. The APST website is [Truncated]
website that contains information regarding the APST program and its appropriate staff. Orange County Environmental Health has created a double walled and it is also diked. 4) Training on SPCC plan for containment or diversionary structures are available, the tank is inspection activities is available for tank. 3) Appropriate secondary required to be reviewed every 5 years. 2) Periodic checklist of for Tier I facilities under 10,000 gallons was used b. Plan is Prepared and implemented and dated 2/24/2017 a. The federal template petroleum products . Facility has the Following: 1) On site SPCC Act (APSA). Facility has between 1,320 and 9,999 gallons of regulated Coordinator Facility is regulated under the Aboveground Storage Tank enter, inspect and take photographs was given by - Marissa Tracy, EH&S aboveground petroleum storage tank (APST) inspection, consent to Ambry Genetics, 7 Argonaut, Aliso Viejo On site to conductEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
03-14-2017Eval Date:
Compliance Evaluation InspectionEval General Type:
Evaluation:
AMBRY GENETICS (Continued) S123513709
TC07614512.2r Page 25
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Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Eval Notes: On site for routine Hazardous Materials Business Plan (HMBP) Eval Type: Routine done by local agency
NoViolations Found:
03-06-2023Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
APSAEval Program:
Orange County Environmental HealthEval Division:
or diversionary structures
inspections are conducted weekly) - Appropriate secondary containment Training - Periodic checklist is available for tanks (per SPCC prepared and implemented. SPCC must be evaluated every 5 years) - Tier 1 Spill Prevention Controls and Countermeasures (SPCC) plan products (Tier 1 facility). Facility has the following: - On-site facility has between 1,320 and 9,999 gallons of regulated petroleum regulated under the Aboveground Storage Tank Act (APSA). This Facility contains: - 1 Diesel APST (4820 gallons) Facility is Access to this facility was provided by Ryan Castillo, EHS Supervisor.
On site for an aboveground petroleum storage tank (APST) inspection. Eval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
06-10-2020Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
change. The HMBP must be submitted online [Truncated]
revised documents (electronically though CERS) within 30 days of type of amount of chemicals that are maintained on site, please submit are at or above disclosure thresholds. If there is a change in the identifying all hazardous materials, including hazardous wastes, which prepare and implement an HMBP. The facility is responsible for a liquid, 500 lbs of a solid, 200 cubic ft of a compressed gas) must handle hazardous materials at or over reportable quantities (55 gal of California Health & Safety Code Ch. 6.95, businesses that store and - Emergency Contingency Plan - Employee Training Records Per reported on site. The following were available for review this date:
inspection. Hazardous Materials disclosed in CERS match what is and Safety Manager who granted consent to enter and conduct the inspection. Met this date with Joel Azpuru Sr. Environmental Health On site for routine Hazardous Materials Business Plan (HMBP)Eval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
12-01-2021Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
each year as a [Truncated]
indicating you should go in and review and resubmit around January of March 1st each year. You will get communication (probably email) you are required to review the submittal yearly and resubmit prior to quantities: diesel 4820 gallons, air 1550 cubic feet. **Please note, the following hazardous materials that exceed the required disclosure AMBRY GENETICS (Continued) S123513709
TC07614512.2r Page 26
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Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
training records were available for review (maintained online) records for oil handling personnel are reported to be given and Appropriate secondary containment are in place. Annual SPCC training available and reviewed. No spill have occurred or been reported. inspections per SPCC are being conducted. Tank inspection logs were SPCC plan must be reviewed and updated every five (5) years. Periodic The SPCC Plan was on site for review and was dated March 22, 2021. petroleum products) - 1 diesel emergency generator (4,820 gallons) greater than 1,320 gallons but less than 9,999 gallons of regulated consent to inspect. This facility is a Tier I Facility (equal to or Joel Azpru, Sr. Environmental Health and Safety Manager, provided Eval Notes: On site for an Aboveground Petroleum Storage tank (APST) inspection.
Routine done by local agencyEval Type:
NoViolations Found:
12-01-2021Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
tank
Center: USB (battery array) - Backup generator: Diesel aboveground Argonaut - North Side of bldg: Nitrogen/Air aboveground tank - Data and disclose the batteries as part of your inventory, if necessary. 7 hazardous materials for the battery array exceeds the threshold above of your hazardous materials inventory. Determine if the amount of Currently the battery array in the Data Center is not listed as part into the state’s portal CERS website (http://cers.calepa.ca.gov). required to develop the following items and submit them electronically gallons of liquid, 500 pounds of solid, or 200 cubic feet of a gas are or store hazardous materials in quantities equal to or exceeding 55 Supervisor, and included the areas noted below. Businesses who handle and take photographs (if needed) was provided by Ryan Castillo, EHS Dean Freed of OCHCA. Access to the facility, and permission to inspect On site for routine hazardous materials inspection. Also present wasEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
06-10-2020Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
that are maintained on site, please submit revise
thresholds. If there is a change in the type of amount of chemicals including hazardous wastes, which are at or above disclosure The facility is responsible for identifying all hazardous materials, 200 cubic ft of a compressed gas) must prepare and implement an HMBP. over reportable quantities (55 gal of a liquid, 500 lbs of a solid, Ch. 6.95, businesses that store and handle hazardous materials at or Plan - Employee Training Records Per California Health & Safety Code following were available for review this date: - Emergency Contingency disclosed in CERS (10668994) match what is reported on site. The quantities: diesel fuel, R-404A, Liquid Nitrogen. Hazardous Materials inspection. Observed the following materials on site at reportable Health and Safety Manager who granted consent to enter and conduct the inspection. Met this date with Douglas Echeverria, Sr. Environmental AMBRY GENETICS (Continued) S123513709
TC07614512.2r Page 27
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Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Affiliation Phone: ,
Affiliation Zip: Not reported
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Sr. EH&S ManagerEntity Title:
Douglas EcheverriaEntity Name:
Identification SignerAffiliation Type Desc:
(714) 433-6406,Affiliation Phone:
92705-5611Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
Santa AnaAffiliation City:
1241 East Dyer RoadSuite 120Affiliation Address:
Not reportedEntity Title:
Orange County Env HealthEntity Name:
CUPA DistrictAffiliation Type Desc:
,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
Ambry Genetics CorporationEntity Name:
Parent CorporationAffiliation Type Desc:
,Affiliation Phone:
92656Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
Aliso ViejoAffiliation City:
1 EnterpriseAffiliation Address:
Not reportedEntity Title:
Mailing AddressEntity Name:
Facility Mailing AddressAffiliation Type Desc:
Affiliation:
-117.726430Longitude:
33.594140Latitude:
Center of a facility or station.,Ref Point Type Desc:
Not reportedCoord Name:
10668994Program ID:
HMBPEnv Int Type Code:
Ambry GeneticsFacility Name:
368624Site ID:
Coordinates:
CERS,Eval Source:
APSAEval Program:
Orange County Environmental HealthEval Division:
Inspection report emailed to [email protected]
AMBRY GENETICS (Continued) S123513709
TC07614512.2r Page 28
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EPA ID NumberDatabase(s)SiteElevation
Affiliation Phone: (949) 900-5500,
Affiliation Zip: 92656
Affiliation Country: United States
Affiliation State: CA
Affiliation City: Alsio Viejo
Affiliation Address: 1 Enterprise
Entity Title: Not reported
Entity Name: REALM IDx
Affiliation Type Desc: Property Owner
Affiliation Phone: ,
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
Douglas EcheverriaEntity Name:
Document PreparerAffiliation Type Desc:
,Affiliation Phone:
92656Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
Aliso ViejoAffiliation City:
1 EnterpriseAffiliation Address:
Not reportedEntity Title:
Douglas EcheverriaEntity Name:
Environmental ContactAffiliation Type Desc:
(949) 900-5500,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
Ambry Genetics CorporationEntity Name:
OperatorAffiliation Type Desc:
(949) 900-5500,Affiliation Phone:
92656Affiliation Zip:
United StatesAffiliation Country:
CAAffiliation State:
Aliso ViejoAffiliation City:
1 EnterpriseAffiliation Address:
Not reportedEntity Title:
REALM IDxEntity Name:
Legal OwnerAffiliation Type Desc:
AMBRY GENETICS (Continued) S123513709
TC07614512.2r Page 29
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EPA ID NumberDatabase(s)SiteElevation
Eval Date: 03-14-2017
Eval General Type: Compliance Evaluation Inspection
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
emailed to Douglas Echeverria [email protected]
Emergency Action Plan was available for review. Inspection report the transferring, labeling, daily empty for the facility. The and reviewed. Brian with ACT is at this facility and responsible for Waste is hauled by ACT once a week. Tracking documents were available and trace chemotherapy waste. Waste containers are closed and labeled. generated at this facility include biohazardous, sharps, pathology, storage area is locked. Observed red bags that were zip-tied. Wastes inspection A walk through of the facility was conducted. The final Health and Safety Manager who granted consent to enter and conduct the inspection. Met this date with Douglas Echeverria, Sr. Environmental On site to conduct a Medical Waste Large Quantity GeneratorEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
03-08-2023Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
APSAEval Program:
Orange County Environmental HealthEval Division:
requirements. The APST website is [Truncated]
website that contains information regarding the APST program and its appropriate staff. Orange County Environmental Health has created a double walled and it is also diked. 4) Training on SPCC plan for containment or diversionary structures are available, the tank is inspection activities is available for tank. 3) Appropriate secondary required to be reviewed every 5 years. 2) Periodic checklist of for Tier I facilities under 10,000 gallons was used b. Plan is Prepared and implemented and dated 2/24/2017 a. The federal template petroleum products . Facility has the Following: 1) On site SPCC Act (APSA). Facility has between 1,320 and 9,999 gallons of regulated Coordinator Facility is regulated under the Aboveground Storage Tank enter, inspect and take photographs was given by - Marissa Tracy, EH&S aboveground petroleum storage tank (APST) inspection, consent to Ambry Genetics, 7 Argonaut, Aliso Viejo On site to conductEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
03-14-2017Eval Date:
Compliance Evaluation InspectionEval General Type:
Evaluation:
Hazardous Waste GeneratorCERS Description:
10668994CERS ID:
368624Site ID:
ALISO VIEJO, CA 92656City,State,Zip:
7 ARGONAUTAddress:
AMBRY GENETICSName:
CERS HAZ WASTE:
398 ft. Site 5 of 5 in cluster B
0.075 mi.
Relative:
Higher
Actual:
435 ft.
< 1/8 ALISO VIEJO, CA 92656
WSW 7 ARGONAUT N/A
B7 CERS HAZ WASTEAMBRY GENETICS S129010514
TC07614512.2r Page 30
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EPA ID NumberDatabase(s)SiteElevation
Training - Periodic checklist is available for tanks (per SPCC prepared and implemented. SPCC must be evaluated every 5 years) - Tier 1 Spill Prevention Controls and Countermeasures (SPCC) plan products (Tier 1 facility). Facility has the following: - On-site facility has between 1,320 and 9,999 gallons of regulated petroleum regulated under the Aboveground Storage Tank Act (APSA). This Facility contains: - 1 Diesel APST (4820 gallons) Facility is Access to this facility was provided by Ryan Castillo, EHS Supervisor.
Eval Notes: On site for an aboveground petroleum storage tank (APST) inspection.
Routine done by local agencyEval Type:
NoViolations Found:
06-10-2020Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
change. The HMBP must be submitted online [Truncated]
revised documents (electronically though CERS) within 30 days of type of amount of chemicals that are maintained on site, please submit are at or above disclosure thresholds. If there is a change in the identifying all hazardous materials, including hazardous wastes, which prepare and implement an HMBP. The facility is responsible for a liquid, 500 lbs of a solid, 200 cubic ft of a compressed gas) must handle hazardous materials at or over reportable quantities (55 gal of California Health & Safety Code Ch. 6.95, businesses that store and - Emergency Contingency Plan - Employee Training Records Per reported on site. The following were available for review this date:
inspection. Hazardous Materials disclosed in CERS match what is and Safety Manager who granted consent to enter and conduct the inspection. Met this date with Joel Azpuru Sr. Environmental Health On site for routine Hazardous Materials Business Plan (HMBP)Eval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
12-01-2021Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
each year as a [Truncated]
indicating you should go in and review and resubmit around January of March 1st each year. You will get communication (probably email) you are required to review the submittal yearly and resubmit prior to quantities: diesel 4820 gallons, air 1550 cubic feet. **Please note, the following hazardous materials that exceed the required disclosure materials storage area were reviewed at this time. The facility has reviewed this date. Safety/cleanup equipment is available. Hazardous easily 714-433-6000 Employee Business Emergency Plan Training was number to the plan so that if there is a spill we can be notified through CERS 10668994. Changes to the BEP to add the OC CUPA phone - Marissa Tracy, EH&S Coordinator. The HMBEP has been submitted this date, consent to enter, inspect and take photographs was given by materials chemical inventory and business emergency plan inspection Ambry Genetics, 7 Argonaut, Aliso Viejo On site to conduct hazardousEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
AMBRY GENETICS (Continued) S129010514
TC07614512.2r Page 31
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Eval Notes: On site for an Aboveground Petroleum Storage tank (APST) inspection.
Eval Type: Routine done by local agency
NoViolations Found:
12-01-2021Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
tank
Center: USB (battery array) - Backup generator: Diesel aboveground Argonaut - North Side of bldg: Nitrogen/Air aboveground tank - Data and disclose the batteries as part of your inventory, if necessary. 7 hazardous materials for the battery array exceeds the threshold above of your hazardous materials inventory. Determine if the amount of Currently the battery array in the Data Center is not listed as part into the state’s portal CERS website (http://cers.calepa.ca.gov). required to develop the following items and submit them electronically gallons of liquid, 500 pounds of solid, or 200 cubic feet of a gas are or store hazardous materials in quantities equal to or exceeding 55 Supervisor, and included the areas noted below. Businesses who handle and take photographs (if needed) was provided by Ryan Castillo, EHS Dean Freed of OCHCA. Access to the facility, and permission to inspect On site for routine hazardous materials inspection. Also present wasEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
06-10-2020Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
that are maintained on site, please submit revise
thresholds. If there is a change in the type of amount of chemicals including hazardous wastes, which are at or above disclosure The facility is responsible for identifying all hazardous materials, 200 cubic ft of a compressed gas) must prepare and implement an HMBP. over reportable quantities (55 gal of a liquid, 500 lbs of a solid, Ch. 6.95, businesses that store and handle hazardous materials at or Plan - Employee Training Records Per California Health & Safety Code following were available for review this date: - Emergency Contingency disclosed in CERS (10668994) match what is reported on site. The quantities: diesel fuel, R-404A, Liquid Nitrogen. Hazardous Materials inspection. Observed the following materials on site at reportable Health and Safety Manager who granted consent to enter and conduct the inspection. Met this date with Douglas Echeverria, Sr. Environmental On site for routine Hazardous Materials Business Plan (HMBP)Eval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
03-06-2023Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
APSAEval Program:
Orange County Environmental HealthEval Division:
or diversionary structures
inspections are conducted weekly) - Appropriate secondary containment AMBRY GENETICS (Continued) S129010514
TC07614512.2r Page 32
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EPA ID NumberDatabase(s)SiteElevation
Affiliation Phone: (714) 433-6406,
Affiliation Zip: 92705-5611
Not reportedAffiliation Country:
CAAffiliation State:
Santa AnaAffiliation City:
1241 East Dyer RoadSuite 120Affiliation Address:
Not reportedEntity Title:
Orange County Env HealthEntity Name:
CUPA DistrictAffiliation Type Desc:
,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
Ambry Genetics CorporationEntity Name:
Parent CorporationAffiliation Type Desc:
,Affiliation Phone:
92656Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
Aliso ViejoAffiliation City:
1 EnterpriseAffiliation Address:
Not reportedEntity Title:
Mailing AddressEntity Name:
Facility Mailing AddressAffiliation Type Desc:
Affiliation:
-117.726430Longitude:
33.594140Latitude:
Center of a facility or station.,Ref Point Type Desc:
Not reportedCoord Name:
10668994Program ID:
HMBPEnv Int Type Code:
Ambry GeneticsFacility Name:
368624Site ID:
Coordinates:
CERS,Eval Source:
APSAEval Program:
Orange County Environmental HealthEval Division:
Inspection report emailed to [email protected]
training records were available for review (maintained online) records for oil handling personnel are reported to be given and Appropriate secondary containment are in place. Annual SPCC training available and reviewed. No spill have occurred or been reported. inspections per SPCC are being conducted. Tank inspection logs were SPCC plan must be reviewed and updated every five (5) years. Periodic The SPCC Plan was on site for review and was dated March 22, 2021. petroleum products) - 1 diesel emergency generator (4,820 gallons) greater than 1,320 gallons but less than 9,999 gallons of regulated consent to inspect. This facility is a Tier I Facility (equal to or Joel Azpru, Sr. Environmental Health and Safety Manager, provided AMBRY GENETICS (Continued) S129010514
TC07614512.2r Page 33
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Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Affiliation Country: United States
Affiliation State: CA
Alsio ViejoAffiliation City:
1 EnterpriseAffiliation Address:
Not reportedEntity Title:
REALM IDxEntity Name:
Property OwnerAffiliation Type Desc:
,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
Douglas EcheverriaEntity Name:
Document PreparerAffiliation Type Desc:
,Affiliation Phone:
92656Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
Aliso ViejoAffiliation City:
1 EnterpriseAffiliation Address:
Not reportedEntity Title:
Douglas EcheverriaEntity Name:
Environmental ContactAffiliation Type Desc:
(949) 900-5500,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
Ambry Genetics CorporationEntity Name:
OperatorAffiliation Type Desc:
(949) 900-5500,Affiliation Phone:
92656Affiliation Zip:
United StatesAffiliation Country:
CAAffiliation State:
Aliso ViejoAffiliation City:
1 EnterpriseAffiliation Address:
Not reportedEntity Title:
REALM IDxEntity Name:
Legal OwnerAffiliation Type Desc:
,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Sr. EH&S ManagerEntity Title:
Douglas EcheverriaEntity Name:
Identification SignerAffiliation Type Desc:
AMBRY GENETICS (Continued) S129010514
TC07614512.2r Page 34
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EPA ID NumberDatabase(s)SiteElevation
Affiliation Phone: (949) 900-5500,
Affiliation Zip: 92656
AMBRY GENETICS (Continued) S129010514
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
Not on the Baseline2018 GPRA Permit Baseline:
Not reportedSub-Part K Indicator:
NNHazardous Secondary Material Indicator:
Not reportedFederal Facility Indicator:
---Active Site State-Reg Handler:
NoFederal Universal Waste:
NoUniversal Waste Destination Facility:
NoUniversal Waste Indicator:
NoOff-Site Waste Receipt:
NoUnderground Injection Control:
NoSmelting Melting and Refining Furnace Exemption:
NoSmall Quantity On-Site Burner Exemption:
NoRecycler Activity with Storage:
NoTransfer Facility Activity:
NoTransporter Activity:
NoMixed Waste Generator:
NoImporter Activity:
NoShort-Term Generator Activity:
PrivateOperator Type:
Ambry Genetic CorporationOperator Name:
PrivateOwner Type:
Sherry Family PartnershipOwner Name:
ALISO VIEJO, CA 92656-0000Mailing City,State,Zip:
ARGONAUTMailing Address:
Not reportedState District:
Not reportedState District Owner:
Handler ActivitiesActive Site Indicator:
Not reportedAccessibility:
2017Biennial Report Cycle:
Not reportedNon-Notifier:
Large Quantity GeneratorFederal Waste Generator Description:
PrivateLand Type:
09EPA Region:
ENVIRONMENTAL HEALTH AND SAFETY MANAGERContact Title:
[email protected] Email:
949-900-5501Contact Fax:
949-900-5540Contact Telephone:
ALISO VIEJO, CA 92656-0000Contact City,State,Zip:
ARGONAUTContact Address:
SCOTT C DAWSONContact Name:
CAR000222810EPA ID:
ALISO VIEJO, CA 92656-0000Handler City,State,Zip:
ARGONAUTHandler Address:
Ambry Genetics CorpHandler Name:
20181030Date Form Received by Agency:
RCRA Listings:
565 ft. Site 1 of 5 in cluster C
0.107 mi.
Relative:
Higher
Actual:
442 ft.
< 1/8 ALISO VIEJO, CA 92656
WSW 15 ARGONAUT CAR000222810
C8 RCRA-LQGAMBRY GENETICS CORP 1014922508
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EPA ID NumberDatabase(s)SiteElevation
Waste Description: 2-Propenamide (Or) Acrylamide
Waste Code: U007
2-Propanone (I) (Or) Acetone (I)Waste Description:
U002Waste Code:
Mixtures.
Bottoms From The Recovery Of These Spent Solvents And Spent Solvent More Of Those Solvents Listed In F001, F002, F004, And F005; And Still Solvents, And A Total Of Ten Percent Or More (By Volume) Of One Or Containing, Before Use, One Or More Of The Above Nonhalogenated Nonhalogenated Solvents; And All Spent Solvent Mixtures/Blends Mixtures/Blends Containing, Before Use, Only The Above Spent Alcohol, Cyclohexanone, And Methanol; All Spent Solvent Acetate, Ethyl Benzene, Ethyl Ether, Methyl Isobutyl Ketone, N-Butyl The Following Spent Nonhalogenated Solvents: Xylene, Acetone, EthylWaste Description:
F003Waste Code:
ChloroformWaste Description:
D022Waste Code:
Corrosive WasteWaste Description:
D002Waste Code:
Ignitable WasteWaste Description:
D001Waste Code:
Hazardous Waste Summary:
Click Here for Biennial Reporting System Data:
2015Year:
Click Here for Biennial Reporting System Data:
2017Year:
Biennial: List of Years
NoSub-Part P Indicator:
NoManifest Broker:
NoRecycler Activity Without Storage:
NoExporter of Spent Lead Acid Batteries:
NoImporter of Spent Lead Acid Batteries:
NoRecognized Trader-Exporter:
NoRecognized Trader-Importer:
20181126Handler Date of Last Change:
Not reportedFinancial Assurance Required:
NoSignificant Non-Complier With a Compliance Schedule Universe:
NoAddressed Significant Non-Complier Universe:
NoUnaddressed Significant Non-Complier Universe:
NoSignificant Non-Complier Universe:
N/AGroundwater Controls Indicator:
N/AHuman Exposure Controls Indicator:
NoInstitutional Control Indicator:
NoEnvironmental Control Indicator:
No NCAPS rankingCorrective Action Priority Ranking:
NoNon-TSDFs Where RCRA CA has Been Imposed Universe:
NoSubject to Corrective Action Universe:
AMBRY GENETICS CORP (Continued) 1014922508
TC07614512.2r Page 36
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EPA ID NumberDatabase(s)SiteElevation
Owner/Operator Telephone: Not reported
Owner/Operator City,State,Zip: Not reported
Owner/Operator Address: Not reported
Date Ended Current: Not reported
Date Became Current: 20120102
Legal Status: Private
Owner/Operator Name: AMBRY GENETICS CORP
Owner/Operator Indicator: Operator
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 310-725-0006
Owner/Operator City,State,Zip: EL SEGUNDO, CA 92656
Owner/Operator Address: 2101 ROSENCRANS AVE
Date Ended Current: Not reported
Date Became Current: 19891001
Legal Status: Private
Owner/Operator Name: AICI LLC
Owner/Operator Indicator: Owner
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 310-725-0006
Owner/Operator City,State,Zip: EL SEGUNDO, CA 90245
Owner/Operator Address: 2101 ROSECRANS AVENUE
Date Ended Current: Not reported
Date Became Current: 19891001
Legal Status: Private
Owner/Operator Name: AICI, LLC
Owner/Operator Indicator: Owner
Owner/Operator Email: [email protected]
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 949-900-5500
Owner/Operator City,State,Zip: ALISO VIEJO, CA 92656-0000 Owner/Operator Address: 15 ARGONAUT
Date Ended Current: Not reported
Date Became Current: 20120101
Legal Status: Private
Owner/Operator Name: AMBRY GENETIC CORPORATION
Owner/Operator Indicator: Operator
Handler - Owner Operator:
Waste Description: Benzene, Dimethyl- (I,T) (Or) Xylene (I) Waste Code: U239
Waste Description: Phenol
Waste Code: U188
Waste Description: Chloroform (Or) Methane, TrichloroWaste Code: U044 Waste Description: 1-Butanol (I) (Or) N-Butyl Alcohol (I) Waste Code: U031
AMBRY GENETICS CORP (Continued) 1014922508
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EPA ID NumberDatabase(s)SiteElevation
Date Ended Current: Not reported
Date Became Current: 19940629
PrivateLegal Status:
ALCL INCOwner/Operator Name:
OwnerOwner/Operator Indicator:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
Not reportedOwner/Operator Telephone:
Not reportedOwner/Operator City,State,Zip:
Not reportedOwner/Operator Address:
Not reportedDate Ended Current:
20120101Date Became Current:
PrivateLegal Status:
AMBRY GENETICS CORPORATIONOwner/Operator Name:
OperatorOwner/Operator Indicator:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
Not reportedOwner/Operator Telephone:
Not reportedOwner/Operator City,State,Zip:
Not reportedOwner/Operator Address:
Not reportedDate Ended Current:
20120102Date Became Current:
PrivateLegal Status:
AMBRY GENETICS CORPOwner/Operator Name:
OperatorOwner/Operator Indicator:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
310-725-0006Owner/Operator Telephone:
EL SEGUNDO, CA 90245Owner/Operator City,State,Zip:
2101 ROSECRANS AVENUEOwner/Operator Address:
Not reportedDate Ended Current:
19891001Date Became Current:
PrivateLegal Status:
AICI, LLCOwner/Operator Name:
OwnerOwner/Operator Indicator:
[email protected]/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
323-839-5511Owner/Operator Telephone:
LOS ANGELES, CA 90035Owner/Operator City,State,Zip:
1040 SOUTH ROBERTSON BLVDOwner/Operator Address:
Not reportedDate Ended Current:
20180117Date Became Current:
PrivateLegal Status:
SHERRY FAMILY PARTNERSHIPOwner/Operator Name:
OwnerOwner/Operator Indicator:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
AMBRY GENETICS CORP (Continued) 1014922508
TC07614512.2r Page 38
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EPA ID NumberDatabase(s)SiteElevation
Non Storage Recycler Activity: No
Current Record: No
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Not a generator, verifiedFederal Waste Generator Description:
AMBRY GENETICS CORPORATIONHandler Name:
20171113Receive Date:
NoElectronic Manifest Broker:
NoNon Storage Recycler Activity:
YesCurrent Record:
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Large Quantity GeneratorFederal Waste Generator Description:
AMBRY GENETICS CORPHandler Name:
20181030Receive Date:
Not reportedElectronic Manifest Broker:
Not reportedNon Storage Recycler Activity:
NoCurrent Record:
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Large Quantity GeneratorFederal Waste Generator Description:
AMBRY GENETICS CORPORATIONHandler Name:
20160229Receive Date:
Historic Generators:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
Not reportedOwner/Operator Telephone:
Not reportedOwner/Operator City,State,Zip:
Not reportedOwner/Operator Address:
Not reportedDate Ended Current:
20120101Date Became Current:
PrivateLegal Status:
AMBRY GENETICS CORPORATIONOwner/Operator Name:
OperatorOwner/Operator Indicator:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
310-725-0006Owner/Operator Telephone:
EL SEGUNDO, CA 90245Owner/Operator City,State,Zip:
2321 ROSECRANS AVEOwner/Operator Address:
AMBRY GENETICS CORP (Continued) 1014922508
TC07614512.2r Page 39
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EPA ID NumberDatabase(s)SiteElevation
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: MEDICAL AND DIAGNOSTIC LABORATORIES
NAICS Code: 62151
NAICS Description: RESEARCH AND DEVELOPMENT IN BIOTECHNOLOGY (EXCEPT NANOBIOTECHNOLOGY NAICS Code: 541714
NAICS Description: RESEARCH AND DEVELOPMENT IN BIOTECHNOLOGY NAICS Code: 541711
List of NAICS Codes and Descriptions:
Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: No
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Large Quantity Generator Handler Name: AMBRY GENETICS CORP
Receive Date: 20150323
Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: No
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Small Quantity Generator Handler Name: AMBRY GENETICS CORP
Receive Date: 20111116
Electronic Manifest Broker: No
AMBRY GENETICS CORP (Continued) 1014922508
Handler City,State,Zip: ALISO VIEJO, CA 92656
Handler Address: 72 ARGONAUT
Handler Name: Invoy Technologies
Date Form Received by Agency: 20200310
RCRA Listings:
566 ft. Site 1 of 5 in cluster D
0.107 mi.
Relative:
Higher
Actual:
430 ft.
< 1/8 ALISO VIEJO, CA 92656
South 72 ARGONAUT CAC003059445
D9 RCRA NonGen / NLRINVOY TECHNOLOGIES 1026052549
TC07614512.2r Page 40
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Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Recognized Trader-Importer: No
Handler Date of Last Change: 20200313
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Federal Universal Waste: No
Universal Waste Destination Facility: No
Universal Waste Indicator: No
Off-Site Waste Receipt: No
Underground Injection Control: No
Smelting Melting and Refining Furnace Exemption: No
Small Quantity On-Site Burner Exemption: No
Recycler Activity with Storage: No
Transfer Facility Activity: No
Transporter Activity: No
Mixed Waste Generator: No
Importer Activity: No
Short-Term Generator Activity: No
Operator Type: Other
Operator Name: Rachel Parham
Owner Type: Other
Owner Name: Rachel Parham
Mailing City,State,Zip: IRVINE, CA 92618
Mailing Address: 530 TECHNOLOGY DR
State District: Not reported
State District Owner: Not reported
Active Site Indicator: Not reported
Accessibility: Not reported
Biennial Report Cycle: Not reported
Non-Notifier: Not reported
Federal Waste Generator Description: Not a generator, verified Land Type: Not reported
EPA Region: 09
Contact Title: Not reported
Contact Email: [email protected]
Contact Fax: Not reported
Contact Telephone: 323-835-4943
Contact City,State,Zip: IRVINE, CA 92618
Contact Address: 530 TECHNOLOGY DR
Contact Name: RACHEL PARHAM
EPA ID: CAC003059445
INVOY TECHNOLOGIES (Continued) 1026052549
TC07614512.2r Page 41
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EPA ID NumberDatabase(s)SiteElevation
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: ALL OTHER MISCELLANEOUS MANUFACTURING 339999NAICS Code:
List of NAICS Codes and Descriptions:
Not reportedElectronic Manifest Broker:
Not reportedNon Storage Recycler Activity:
YesCurrent Record:
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Not a generator, verifiedFederal Waste Generator Description:
INVOY TECHNOLOGIESHandler Name:
20200310Receive Date:
Historic Generators:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
323-835-4943Owner/Operator Telephone:
IRVINE, CA 92618Owner/Operator City,State,Zip:
530 TECHNOLOGY DROwner/Operator Address:
Not reportedDate Ended Current:
Not reportedDate Became Current:
OtherLegal Status:
RACHEL PARHAMOwner/Operator Name:
OwnerOwner/Operator Indicator:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
323-835-4943Owner/Operator Telephone:
IRVINE, CA 92618Owner/Operator City,State,Zip:
530 TECHNOLOGY DROwner/Operator Address:
Not reportedDate Ended Current:
Not reportedDate Became Current:
OtherLegal Status:
RACHEL PARHAMOwner/Operator Name:
OperatorOwner/Operator Indicator:
Handler - Owner Operator:
NoSub-Part P Indicator:
NoManifest Broker:
NoRecycler Activity Without Storage:
NoExporter of Spent Lead Acid Batteries:
NoImporter of Spent Lead Acid Batteries:
NoRecognized Trader-Exporter:
INVOY TECHNOLOGIES (Continued) 1026052549
TC07614512.2r Page 42
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EPA ID NumberDatabase(s)SiteElevation
Evaluations: No Evaluations Found
Evaluation Action Summary:
INVOY TECHNOLOGIES (Continued) 1026052549
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Not reportedSub-Part K Indicator:
NHazardous Secondary Material Indicator:
The land is federally-owned, The site is federally-operatedFederal Facility Indicator:
---Active Site State-Reg Handler:
NoFederal Universal Waste:
NoUniversal Waste Destination Facility:
NoUniversal Waste Indicator:
NoOff-Site Waste Receipt:
NoUnderground Injection Control:
NoSmelting Melting and Refining Furnace Exemption:
NoSmall Quantity On-Site Burner Exemption:
NoRecycler Activity with Storage:
NoTransfer Facility Activity:
NoTransporter Activity:
NoMixed Waste Generator:
NoImporter Activity:
NoShort-Term Generator Activity:
FederalOperator Type:
Not RequiredOperator Name:
PrivateOwner Type:
Alex HunterOwner Name:
ALISO VIEJO, CA 92656Mailing City,State,Zip:
ARGONAUTMailing Address:
4State District:
CaState District Owner:
Handler ActivitiesActive Site Indicator:
Not reportedAccessibility:
Not reportedBiennial Report Cycle:
Not reportedNon-Notifier:
Small Quantity GeneratorFederal Waste Generator Description:
FederalLand Type:
09EPA Region:
Not reportedContact Title:
Not reportedContact Email:
Not reportedContact Fax:
714-768-1899Contact Telephone:
ALISO VIEJO, CA 92656Contact City,State,Zip:
21 ARGONAUTContact Address:
ENVIRONMENTAL MANAGERContact Name:
CAD982509853EPA ID:
ALISO VIEJO, CA 92656Handler City,State,Zip:
ARGONAUTHandler Address:
Hunter Graphics IncHandler Name:
19891114Date Form Received by Agency:
RCRA Listings:
600 ft. Site 2 of 5 in cluster C
0.114 mi.
Relative:
Higher
Actual:
459 ft.
< 1/8 ECHOALISO VIEJO, CA 92656
SW FINDS21 ARGONAUT CAD982509853
C10 RCRA-SQGHUNTER GRAPHICS INC 1000401505
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Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Recognized Trader Exporter: No
Recognized Trader Importer: No
NoLarge Quantity Handler of Universal Waste:
CaState District Owner:
Small Quantity GeneratorFederal Waste Generator Description:
HUNTER GRAPHICS INCHandler Name:
19891114Receive Date:
Historic Generators:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
415-555-1212Owner/Operator Telephone:
NOT REQUIRED, ME 99999Owner/Operator City,State,Zip:
NOT REQUIREDOwner/Operator Address:
Not reportedDate Ended Current:
Not reportedDate Became Current:
PrivateLegal Status:
ALEX HUNTEROwner/Operator Name:
OwnerOwner/Operator Indicator:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
415-555-1212Owner/Operator Telephone:
NOT REQUIRED, ME 99999Owner/Operator City,State,Zip:
NOT REQUIREDOwner/Operator Address:
Not reportedDate Ended Current:
Not reportedDate Became Current:
FederalLegal Status:
NOT REQUIREDOwner/Operator Name:
OperatorOwner/Operator Indicator:
Handler - Owner Operator:
NoSub-Part P Indicator:
NoManifest Broker:
NoRecycler Activity Without Storage:
NoExporter of Spent Lead Acid Batteries:
NoImporter of Spent Lead Acid Batteries:
NoRecognized Trader-Exporter:
NoRecognized Trader-Importer:
20000915Handler Date of Last Change:
Not reportedFinancial Assurance Required:
NoSignificant Non-Complier With a Compliance Schedule Universe:
NoAddressed Significant Non-Complier Universe:
NoUnaddressed Significant Non-Complier Universe:
NoSignificant Non-Complier Universe:
N/AGroundwater Controls Indicator:
N/AHuman Exposure Controls Indicator:
NoInstitutional Control Indicator:
NoEnvironmental Control Indicator:
No NCAPS rankingCorrective Action Priority Ranking:
NoNon-TSDFs Where RCRA CA has Been Imposed Universe:
NoSubject to Corrective Action Universe:
No202 GPRA Corrective Action Baseline:
HUNTER GRAPHICS INC (Continued) 1000401505
TC07614512.2r Page 44
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EPA ID NumberDatabase(s)SiteElevation
City,State,Zip: ALISO VIEJO, CA 92656
Address: 21 ARGONAUT
HUNTER GRAPHICS INCName:
http://echo.epa.gov/detailed-facility-report?fid=110002837306DFR URL:
110002837306Registry ID:
1000401505Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access storers, and disposers of hazardous waste.
types of information about generators, transporters, treaters, Hazardous and Solid Waste Amendments (HSWA) of 1984. It tracks many Resource Conservation and Recovery Act (RCRA) of 1976 and the (RCRAInfo) is EPA’s comprehensive information system in support of the The Resource Conservation and Recovery Act Information System Environmental Interest/Information System:
Click Here for FRS Facility Detail Report:
Registry ID: 110002837306
FINDS:
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Codes: No NAICS Codes Found
List of NAICS Codes and Descriptions:
Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: Yes
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
HUNTER GRAPHICS INC (Continued) 1000401505
Contact Fax: Not reported
Contact Telephone: 949-648-6754
Contact City,State,Zip: ALISO VIEJO, CA 92656
Contact Address: 21 ARGONAUT
Contact Name: LONY LIM
EPA ID: CAC003215244
Handler City,State,Zip: ALISO VIEJO, CA 92656
Handler Address: 21 ARGONAUT
Handler Name: Halo Clinical Lab, Inc
Date Form Received by Agency: 20230131
RCRA Listings:
600 ft. Site 3 of 5 in cluster C
0.114 mi.
Relative:
Higher
Actual:
459 ft.
< 1/8 ALISO VIEJO, CA 92656
SW 21 ARGONAUT CAC003215244
C11 HALO CLINICAL LAB, INC RCRA NonGen / NLR 1027522871 TC07614512.2r Page 45
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Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Sub-Part P Indicator: No
Manifest Broker: No
NoRecycler Activity Without Storage:
NoExporter of Spent Lead Acid Batteries:
NoImporter of Spent Lead Acid Batteries:
NoRecognized Trader-Exporter:
NoRecognized Trader-Importer:
20230203Handler Date of Last Change:
Not reportedFinancial Assurance Required:
NoSignificant Non-Complier With a Compliance Schedule Universe:
NoAddressed Significant Non-Complier Universe:
NoUnaddressed Significant Non-Complier Universe:
NoSignificant Non-Complier Universe:
N/AGroundwater Controls Indicator:
N/AHuman Exposure Controls Indicator:
NoInstitutional Control Indicator:
NoEnvironmental Control Indicator:
No NCAPS rankingCorrective Action Priority Ranking:
NoNon-TSDFs Where RCRA CA has Been Imposed Universe:
NoSubject to Corrective Action Universe:
No202 GPRA Corrective Action Baseline:
Not on the Baseline2018 GPRA Renewals Baseline:
Not on the Baseline2018 GPRA Permit Baseline:
Not reportedSub-Part K Indicator:
NHazardous Secondary Material Indicator:
Not reportedFederal Facility Indicator:
---Active Site State-Reg Handler:
NoFederal Universal Waste:
NoUniversal Waste Destination Facility:
NoUniversal Waste Indicator:
NoOff-Site Waste Receipt:
NoUnderground Injection Control:
NoSmelting Melting and Refining Furnace Exemption:
NoSmall Quantity On-Site Burner Exemption:
NoRecycler Activity with Storage:
NoTransfer Facility Activity:
NoTransporter Activity:
NoMixed Waste Generator:
NoImporter Activity:
NoShort-Term Generator Activity:
OtherOperator Type:
Lony LimOperator Name:
OtherOwner Type:
John Feller, M.D.Owner Name:
ALISO VIEJO, CA 92656Mailing City,State,Zip:
21 ARGONAUTMailing Address:
Not reportedState District:
Not reportedState District Owner:
Not reportedActive Site Indicator:
Not reportedAccessibility:
Not reportedBiennial Report Cycle:
Not reportedNon-Notifier:
Not a generator, verifiedFederal Waste Generator Description:
Not reportedLand Type:
09EPA Region:
Not reportedContact Title:
[email protected] Email:
HALO CLINICAL LAB, INC (Continued) 1027522871
TC07614512.2r Page 46
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Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: MEDICAL LABORATORIES
NAICS Code: 621511
List of NAICS Codes and Descriptions:
Electronic Manifest Broker: No
Non Storage Recycler Activity: No
Current Record: Yes
Spent Lead Acid Battery Exporter: No
Spent Lead Acid Battery Importer: No
Recognized Trader Exporter: No
Recognized Trader Importer: No
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: HALO CLINICAL LAB, INC
Receive Date: 20230131
Historic Generators:
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 949-648-6754
Owner/Operator City,State,Zip: ALISO VIEJO, CA 92656
Owner/Operator Address: 21 ARGONAUT
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: LONY LIM
Owner/Operator Indicator: Operator
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 760-275-7919
Owner/Operator City,State,Zip: INDIAN WELLS, CA 92210
Owner/Operator Address: 74785 HWY 111 STE 101
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: JOHN FELLER, M.D.
Owner/Operator Indicator: Owner
Handler - Owner Operator:
HALO CLINICAL LAB, INC (Continued) 1027522871
TC07614512.2r Page 47
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Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Institutional Control Indicator: No
Environmental Control Indicator: No
No NCAPS rankingCorrective Action Priority Ranking:
NoNon-TSDFs Where RCRA CA has Been Imposed Universe:
NoSubject to Corrective Action Universe:
No202 GPRA Corrective Action Baseline:
Not on the Baseline2018 GPRA Renewals Baseline:
Not on the Baseline2018 GPRA Permit Baseline:
Not reportedSub-Part K Indicator:
NHazardous Secondary Material Indicator:
Not reportedFederal Facility Indicator:
---Active Site State-Reg Handler:
NoFederal Universal Waste:
NoUniversal Waste Destination Facility:
NoUniversal Waste Indicator:
NoOff-Site Waste Receipt:
NoUnderground Injection Control:
NoSmelting Melting and Refining Furnace Exemption:
NoSmall Quantity On-Site Burner Exemption:
NoRecycler Activity with Storage:
NoTransfer Facility Activity:
NoTransporter Activity:
NoMixed Waste Generator:
NoImporter Activity:
NoShort-Term Generator Activity:
OtherOperator Type:
Lony LimOperator Name:
OtherOwner Type:
Halo Clinal Lab IncOwner Name:
ALISO VIEJO, CA 92656Mailing City,State,Zip:
21 ARGONAUT STE BMailing Address:
Not reportedState District:
Not reportedState District Owner:
Not reportedActive Site Indicator:
Not reportedAccessibility:
Not reportedBiennial Report Cycle:
Not reportedNon-Notifier:
Not a generator, verifiedFederal Waste Generator Description:
Not reportedLand Type:
09EPA Region:
Not reportedContact Title:
[email protected] Email:
Not reportedContact Fax:
949-648-6754Contact Telephone:
ALISO VIEJO, CA 92656Contact City,State,Zip:
21 ARGONAUT STE BContact Address:
LONY LIMContact Name:
CAL000478070EPA ID:
ALISO VIEJO, CA 92656Handler City,State,Zip:
21 ARGONAUT STE BHandler Address:
Halo Clinical Lab IncHandler Name:
20230517Date Form Received by Agency:
RCRA Listings:
600 ft. Site 4 of 5 in cluster C
0.114 mi.
Relative:
Higher
Actual:
459 ft.
< 1/8 ALISO VIEJO, CA 92656
SW 21 ARGONAUT STE B CAL000478070
C12 RCRA NonGen / NLRHALO CLINICAL LAB INC 1027701467
TC07614512.2r Page 48
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Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Electronic Manifest Broker: No
Non Storage Recycler Activity: No
YesCurrent Record:
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Not a generator, verifiedFederal Waste Generator Description:
HALO CLINICAL LAB INCHandler Name:
20230517Receive Date:
Historic Generators:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
949-648-6754Owner/Operator Telephone:
ALISO VIEJO, CA 92656Owner/Operator City,State,Zip:
21 ARGONAUT STE BOwner/Operator Address:
Not reportedDate Ended Current:
Not reportedDate Became Current:
OtherLegal Status:
LONY LIMOwner/Operator Name:
OperatorOwner/Operator Indicator:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
760-275-7919Owner/Operator Telephone:
ALISO VIEJO, CA 92656Owner/Operator City,State,Zip:
21 ARGONAUT UNIT BOwner/Operator Address:
Not reportedDate Ended Current:
Not reportedDate Became Current:
OtherLegal Status:
HALO CLINAL LAB INCOwner/Operator Name:
OwnerOwner/Operator Indicator:
Handler - Owner Operator:
NoSub-Part P Indicator:
NoManifest Broker:
NoRecycler Activity Without Storage:
NoExporter of Spent Lead Acid Batteries:
NoImporter of Spent Lead Acid Batteries:
NoRecognized Trader-Exporter:
NoRecognized Trader-Importer:
20230612Handler Date of Last Change:
Not reportedFinancial Assurance Required:
NoSignificant Non-Complier With a Compliance Schedule Universe:
NoAddressed Significant Non-Complier Universe:
NoUnaddressed Significant Non-Complier Universe:
NoSignificant Non-Complier Universe:
N/AGroundwater Controls Indicator:
N/AHuman Exposure Controls Indicator:
HALO CLINICAL LAB INC (Continued) 1027701467
TC07614512.2r Page 49
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Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: DIAGNOSTIC IMAGING CENTERS
NAICS Code: 621512
List of NAICS Codes and Descriptions:
HALO CLINICAL LAB INC (Continued) 1027701467
2008 MOBILE TECH INC Gasoline Service Stations, NEC
Year: Name: Type:
EDR Hist Auto
600 ft. Site 5 of 5 in cluster C
0.114 mi.
Relative:
Higher
Actual:
459 ft.
< 1/8 ALISO VIEJO, CA 92656
SW 21 ARGONAUT N/A
C13 EDR Hist AutoMOBILE TECH INC 1021596172
Operator Name: Wally Logan
Owner Type: Other
Bearing Engineers IncOwner Name:
ALISO VIEJO, CA 92656-0000Mailing City,State,Zip:
27 ARGONAUTMailing Address:
Not reportedState District:
Not reportedState District Owner:
Handler ActivitiesActive Site Indicator:
Not reportedAccessibility:
Not reportedBiennial Report Cycle:
Not reportedNon-Notifier:
Not a generator, verifiedFederal Waste Generator Description:
Not reportedLand Type:
09EPA Region:
Not reportedContact Title:
[email protected] Email:
949-586-7786Contact Fax:
949-586-7442Contact Telephone:
ALISO VIEJO, CA 92656Contact City,State,Zip:
27 ARGONAUTContact Address:
WALLY LOGANContact Name:
CAL000111876EPA ID:
ALISO VIEJO, CA 92656-0000Handler City,State,Zip:
27 ARGONAUTHandler Address:
Bearing EngineersHandler Name:
19940302Date Form Received by Agency:
RCRA Listings:
653 ft. Site 1 of 4 in cluster E
0.124 mi.
Relative:
Higher
Actual:
468 ft.
< 1/8 ALISO VIEJO, CA 92656
SW 27 ARGONAUT CAL000111876
E14 RCRA NonGen / NLRBEARING ENGINEERS 1025865882
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Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Owner/Operator Indicator: Operator
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 949-586-7442
Owner/Operator City,State,Zip: ALISO VIEJO, CA 92656-0000 Owner/Operator Address: 27 ARGONAUT
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: BEARING ENGINEERS INC
Owner/Operator Indicator: Owner
Handler - Owner Operator:
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 20190627
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
---Active Site State-Reg Handler:
NoFederal Universal Waste:
YesUniversal Waste Destination Facility:
YesUniversal Waste Indicator:
NoOff-Site Waste Receipt:
NoUnderground Injection Control:
NoSmelting Melting and Refining Furnace Exemption:
NoSmall Quantity On-Site Burner Exemption:
YesRecycler Activity with Storage:
NoTransfer Facility Activity:
NoTransporter Activity:
NoMixed Waste Generator:
NoImporter Activity:
NoShort-Term Generator Activity:
OtherOperator Type:
BEARING ENGINEERS (Continued) 1025865882
TC07614512.2r Page 51
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Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: INDUSTRIAL SUPPLIES WHOLESALERS
NAICS Code: 42184
List of NAICS Codes and Descriptions:
Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: Yes
Spent Lead Acid Battery Exporter: Not reported
Spent Lead Acid Battery Importer: Not reported
Recognized Trader Exporter: Not reported
Recognized Trader Importer: Not reported
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: BEARING ENGINEERS
Receive Date: 19940302
Historic Generators:
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 949-586-7442
Owner/Operator City,State,Zip: ALISO VIEJO, CA 92656
Owner/Operator Address: 27 ARGONAUT
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: WALLY LOGAN
BEARING ENGINEERS (Continued) 1025865882
City,State,Zip: ALISO VIEJO, CA 92656
Address 2: Not reported
27 ARGONAUTAddress:
BEARING ENGINEERSName:
HWTS:
Hazardous Waste GeneratorCERS Description:
10538242CERS ID:
705434Site ID:
ALISO VIEJO, CA 92656City,State,Zip:
27 ARGONAUTAddress:
BEARING ENGINEERS INCName:
CERS HAZ WASTE:
653 ft. Site 2 of 4 in cluster E
0.124 mi. CERS
Relative:
Higher
Actual:
468 ft.
< 1/8 HAZNETALISO VIEJO, CA 92656
SW HWTS27 ARGONAUT N/A
E15 CERS HAZ WASTEBEARING ENGINEERS INC S113063595
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EPA ID NumberDatabase(s)SiteElevation
Disposal Method: H141 - Storage, Bulking, And/Or Transfer Off Site--No CA Waste Code: 221 - Waste oil and mixed oil
CAD008364432TSD EPA ID:
CAL000111876Gepaid:
2021Year:
27 ARGONAUTMailing Address:
Not reportedMailing Name:
9495867442Telephone:
WALLY LOGANContact:
ALISO VIEJO, CA 926560000City,State,Zip:
Not reportedAddress 2:
27 ARGONAUTAddress:
BEARING ENGINEERSName:
HAZNET:
926560000Facility Zip:
CAFacility State:
Not reportedFacility County:
ALISO VIEJOFacility City:
Not reportedFacility Address 2:
27 ARGONAUTFacility Address:
BEARING ENGINEERSFacility Name:
Not reportedInactive Date:
1994-03-02 00:00:00Issued EPA ID Date:
Industrial Supplies WholesalersNAICS Description:
42184NAICS Code:
2002-03-14 16:36:28.000Create Date:
CAL000111876EPA ID:
NAICS:
-117.726096Longitude:
33.592745Latitude:
STATECategory:
PERMANENTFacility Type:
ActiveFacility Status:
Not reportedContact Fax:
Not reportedContact Phone:
ALISO VIEJO, CA 92656City,State,Zip:
Not reportedContact Address 2:
27 ARGONAUTContact Address:
WALLY LOGANContact Name:
Not reportedOwner Fax:
Not reportedOwner Phone:
ALISO VIEJO, CA 926560000Owner City,State,Zip:
Not reportedOwner Address 2:
27 ARGONAUTOwner Address:
BEARING ENGINEERS INCOwner Name:
ALISO VIEJO, CA 926560000Mailing City,State,Zip:
Not reportedMailing Address 2:
27 ARGONAUTMailing Address:
Not reportedMailing Name:
Not reportedLast Act Date:
03/02/1994Create Date:
Not reportedInactive Date:
CAL000111876EPA ID:
BEARING ENGINEERS INC (Continued) S113063595
TC07614512.2r Page 53
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EPA ID NumberDatabase(s)SiteElevation
percent
CA Waste Code: 134 - Aqueous solution with total organic residues less than 10 AZR000501510TSD EPA ID:
CAL000111876Gepaid:
2012Year:
0.6255Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method:
223 - Unspecified oil-containing wasteCA Waste Code:
CAD981696420TSD EPA ID:
CAL000111876Gepaid:
2013Year:
1.2Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method:
221 - Waste oil and mixed oilCA Waste Code:
CAD008364432TSD EPA ID:
CAL000111876Gepaid:
2014Year:
0.836Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method:
221 - Waste oil and mixed oilCA Waste Code:
CAD008364432TSD EPA ID:
CAL000111876Gepaid:
2015Year:
0.418Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method:
221 - Waste oil and mixed oilCA Waste Code:
CAD008364432TSD EPA ID:
CAL000111876Gepaid:
2017Year:
0.02085Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method:
perchloroethylene, etc)
211 - Halogenated solvents (chloroforms, methyl chloride,CA Waste Code:
CAD008364432TSD EPA ID:
CAL000111876Gepaid:
2019Year:
0.00000Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method:
221 - Waste oil and mixed oilCA Waste Code:
CAD008364432TSD EPA ID:
CAL000111876Gepaid:
2019Year:
0.45872Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
BEARING ENGINEERS INC (Continued) S113063595
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EPA ID NumberDatabase(s)SiteElevation
Gen EPA ID: CAL000111876
Year: 2015
Additional Info:
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 110
Quantity Tons: 0.418
Treatment/Reovery (H010-H129) Or (H131-H135)
Meth Code: H141 - Storage, Bulking, And/Or Transfer Off Site--No RCRA Code: Not reported
Waste Code Description: 221 - Waste oil and mixed oil
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: RHO CHEM LLC
TSDF EPA ID: CAD008364432
Trans 2 Name: LA CHIQUITA TRUCKING
Trans 2 EPA ID: CAR000217000
Trans Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP
Trans EPA ID: CAD983649880
Manifest ID: 000165052DAT
Receipt Date: 20170331
Creation Date: 5/24/2017 18:31:05
Shipment Date: 20170317
Gen EPA ID: CAL000111876
Year: 2017
Additional Info:
12 additional CA HAZNET: record(s) in the EDR Site Report.
Click this hyperlink while viewing on your computer to access Tons: 0.627
Disposal Method: H061 - Fuel Blending Prior To Energy Recovery At Another Site 221 - Waste oil and mixed oilCA Waste Code:
CAD008252405TSD EPA ID:
CAL000111876Gepaid:
2009Year:
0.693Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method:
percent
134 - Aqueous solution with total organic residues less than 10CA Waste Code:
AZR000501510TSD EPA ID:
CAL000111876Gepaid:
2010Year:
0.693Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoDisposal Method:
BEARING ENGINEERS INC (Continued) S113063595
TC07614512.2r Page 55
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EPA ID NumberDatabase(s)SiteElevation
Trans 2 EPA ID: Not reported
Trans Name: RHO CHEM LLC
CAD008364432Trans EPA ID:
000164000MWIManifest ID:
20150402Receipt Date:
6/23/2015 22:15:22Creation Date:
20150401Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
55Waste Quantity:
0.209Quantity Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code:
Not reportedRCRA Code:
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RHO CHEM LLCTrans Name:
CAD008364432TSDF EPA ID:
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
RHO CHEM LLCTrans Name:
CAD008364432Trans EPA ID:
000164000MWIManifest ID:
20150402Receipt Date:
6/23/2015 22:15:22Creation Date:
20150401Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
110Waste Quantity:
0.418Quantity Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code:
Not reportedRCRA Code:
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RHO CHEM LLCTrans Name:
CAD008364432TSDF EPA ID:
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
RHO CHEM LLCTrans Name:
CAD008364432Trans EPA ID:
000164000MWIManifest ID:
20150402Receipt Date:
6/23/2015 22:15:22Creation Date:
20150401Shipment Date:
BEARING ENGINEERS INC (Continued) S113063595
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EPA ID NumberDatabase(s)SiteElevation
Trans Name: RHO CHEM LLC
TSDF EPA ID: CAD008364432
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans Name:
CAD983649880Trans EPA ID:
013795260JJKManifest ID:
20141126Receipt Date:
1/21/2015 22:15:08Creation Date:
20141121Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
PQuantity Unit:
800Waste Quantity:
0.4Quantity Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code:
Not reportedRCRA Code:
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RHO CHEM LLCTrans Name:
CAD008364432TSDF EPA ID:
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans Name:
CAD983649880Trans EPA ID:
013795260JJKManifest ID:
20141126Receipt Date:
1/21/2015 22:15:08Creation Date:
20141121Shipment Date:
CAL000111876Gen EPA ID:
2014Year:
Additional Info:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
55Waste Quantity:
0.209Quantity Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code:
Not reportedRCRA Code:
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RHO CHEM LLCTrans Name:
CAD008364432TSDF EPA ID:
Not reportedTrans 2 Name:
BEARING ENGINEERS INC (Continued) S113063595
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EPA ID NumberDatabase(s)SiteElevation
Waste Code Description: 223 - Unspecified oil-containing waste TSDF Alt Name: Not reported
Not reportedTSDF Alt EPA ID:
EVERGREEN ENVIRONMENTAL SERVICESTrans Name:
CAD981696420TSDF EPA ID:
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
EVERGREEN ENVIRONMENTAL SERVICESTrans Name:
CAD982413262Trans EPA ID:
010595163JJKManifest ID:
20130503Receipt Date:
7/16/2013 22:15:16Creation Date:
20130503Shipment Date:
CAL000111876Gen EPA ID:
2013Year:
Additional Info:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
PQuantity Unit:
800Waste Quantity:
0.4Quantity Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code:
Not reportedRCRA Code:
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RHO CHEM LLCTrans Name:
CAD008364432TSDF EPA ID:
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
PSC ENVIRONMENTAL SERVICES OF POMONA LPTrans Name:
CAD983649880Trans EPA ID:
013795260JJKManifest ID:
20141126Receipt Date:
1/21/2015 22:15:08Creation Date:
20141121Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
PQuantity Unit:
800Waste Quantity:
0.4Quantity Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code:
Not reportedRCRA Code:
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
BEARING ENGINEERS INC (Continued) S113063595
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Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
TSDF Alt EPA ID: Not reported
Trans Name: AA SYDCOL LLC
AZR000501510TSDF EPA ID:
INDUSTRIAL WASTE UTILIZATIONTrans 2 Name:
CAD980585293Trans 2 EPA ID:
MILES CHEMICAL COMPANYTrans Name:
CAD983613688Trans EPA ID:
005330658JJKManifest ID:
20100618Receipt Date:
1/14/2011 18:30:31Creation Date:
20100603Shipment Date:
CAL000111876Gen EPA ID:
2010Year:
Additional Info:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
165Waste Quantity:
0.693Quantity Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code:
Not reportedRCRA Code:
134 - Aqueous solution with <10% total organic residuesWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
AA SYDCOL LLCTrans Name:
AZR000501510TSDF EPA ID:
INDUSTRIAL WASTE UTILIZATIONTrans 2 Name:
CAD980585293Trans 2 EPA ID:
MILES CHEMICAL COMPANYTrans Name:
CAD983613688Trans EPA ID:
007257614JJKManifest ID:
20120423Receipt Date:
5/28/2013 22:15:14Creation Date:
20120405Shipment Date:
CAL000111876Gen EPA ID:
2012Year:
Additional Info:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
150Waste Quantity:
0.6255Quantity Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code:
Not reportedRCRA Code:
BEARING ENGINEERS INC (Continued) S113063595
TC07614512.2r Page 59
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EPA ID NumberDatabase(s)SiteElevation
Trans Name: PACIFIC RESOURCE RECOVERY
TSDF EPA ID: CAD008252405
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
PACIFIC COAST LACQUERTrans Name:
CAD008252405Trans EPA ID:
000575107JJKManifest ID:
20080519Receipt Date:
10/30/2008 18:30:46Creation Date:
20080519Shipment Date:
CAL000111876Gen EPA ID:
2008Year:
Additional Info:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
165Waste Quantity:
0.627Quantity Tons:
H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code:
Not reportedRCRA Code:
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
PACIFIC RESOURCE RECOVERYTrans Name:
CAD008252405TSDF EPA ID:
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
PACIFIC COAST LACQUERTrans Name:
CAR000194837Trans EPA ID:
004037523JJKManifest ID:
20090113Receipt Date:
6/17/2009 18:30:35Creation Date:
20090113Shipment Date:
CAL000111876Gen EPA ID:
2009Year:
Additional Info:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
165Waste Quantity:
0.693Quantity Tons:
Treatment/Reovery (H010-H129) Or (H131-H135)
H141 - Storage, Bulking, And/Or Transfer Off Site--NoMeth Code:
Not reportedRCRA Code:
134 - Aqueous solution with <10% total organic residuesWaste Code Description:
Not reportedTSDF Alt Name:
BEARING ENGINEERS INC (Continued) S113063595
TC07614512.2r Page 60
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EPA ID NumberDatabase(s)SiteElevation
Violation Source: CERS,
Violation Program: HW
Orange County Environmental HealthViolation Division:
facility.
receipts/manifests for the latest pickups of hazardous waste from your waste pickup not available for review. Provide copies of Returned to compliance on 02/09/2022. Documentation for hazardousViolation Notes:
designated facility which received the waste.
for transport shall be kept until receiving a signed copy from the transporter. The manifest signed at the time the waste was accepted three years from the date the waste was accepted by the initial Failure to keep a copy of each properly signed manifest for at leastViolation Description:
Chapter 12, Section(s) 66262.40(a)
22 CCR 12 66262.40(a) - California Code of Regulations, Title 22,Citation:
06-07-2019Violation Date:
BEARING ENGINEERS INCSite Name:
705434Site ID:
CERS,Violation Source:
HWViolation Program:
Orange County Environmental HealthViolation Division:
response sticker provided with this report and post on site. plan not available for review. Complete the hazardous waste emergency Returned to compliance on 09/03/2013. Hazardous waste contingencyViolation Notes:
constituents which could threaten human health or the environment. sudden or non-sudden release of hazardous waste or hazardous waste of the plan whenever there is a fire, explosion, or any unplanned hazards or threat to the environment and to carry out the provisions Failure to prepare and implement a Contingency Plan to minimize humanViolation Description:
15, Section(s) 66265.51
22 CCR 15 66265.51 - California Code of Regulations, Title 22, ChapterCitation:
08-27-2013Violation Date:
BEARING ENGINEERS INCSite Name:
705434Site ID:
Violations:
Chemical Storage FacilitiesCERS Description:
10538242CERS ID:
705434Site ID:
ALISO VIEJO, CA 92656City,State,Zip:
27 ARGONAUTAddress:
BEARING ENGINEERS INCName:
CERS:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
165Waste Quantity:
0.627Quantity Tons:
H061 - Fuel Blending Prior To Energy Recovery At Another SiteMeth Code:
Not reportedRCRA Code:
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
BEARING ENGINEERS INC (Continued) S113063595
TC07614512.2r Page 61
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EPA ID NumberDatabase(s)SiteElevation
Hazardous waste properly stored, labeled and dated. Hazardous waste Permission to inspect granted by jim Coombes (quality manager).
Eval Notes: Inspected perimeter of facility including the dumpster area.
Routine done by local agencyEval Type:
NoViolations Found:
04-01-2016Eval Date:
Compliance Evaluation InspectionEval General Type:
Evaluation:
CERS,Violation Source:
HWViolation Program:
Orange County Environmental HealthViolation Division:
report and post on the above mentioned containers.
identified. Fill out the hazardous waste labels provided with this drum and the two 5 gallon waste solvent drums were not properly Returned to compliance on 09/03/2013. The 55 gallon waste coolantViolation Notes:
Waste, and starting accumulation date.
generator, physical and chemical characteristics of the Hazardous the following requirements: "Hazardous Waste", name and address of the Failure to properly label hazardous waste accumulation containers withViolation Description:
Chapter 12, Section(s) 66262.34(f)
22 CCR 12 66262.34(f) - California Code of Regulations, Title 22,Citation:
08-27-2013Violation Date:
BEARING ENGINEERS INCSite Name:
705434Site ID:
CERS,Violation Source:
HWViolation Program:
Orange County Environmental HealthViolation Division:
sign in sheet) to Health Care Agency.
training. Document training and provide record (spread sheet/employee around hazardous waste need to be provided hazardous waste management Returned to compliance on 02/09/2022. All employees working with orViolation Notes:
Hazardous Waste Generator Program - Training - GeneralViolation Description:
Section(s) Multiple
HSC 6.5 Multiple - California Health and Safety Code, Chapter 6.5,Citation:
06-07-2019Violation Date:
BEARING ENGINEERS INCSite Name:
705434Site ID:
CERS,Violation Source:
HWViolation Program:
Orange County Environmental HealthViolation Division:
coolant drums.
waste labels provided during the inspection and post on the waste drums are properly stored, labeled and dated. Complete the hazardous Returned to compliance on 02/09/2022. Make sure all the waste coolantViolation Notes:
date.
characteristics of the Hazardous Waste, and starting accumulation name and address of the generator, physical and chemical portable tanks with the following requirements: "Hazardous Waste", Failure to properly label hazardous waste accumulation containers andViolation Description:
Chapter 12, Section(s) 66262.34(f)
22 CCR 12 66262.34(f) - California Code of Regulations, Title 22,Citation:
06-07-2019Violation Date:
BEARING ENGINEERS INCSite Name:
705434Site ID:
BEARING ENGINEERS INC (Continued) S113063595
TC07614512.2r Page 62
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EPA ID NumberDatabase(s)SiteElevation
Violations Found: Yes
Eval Date: 06-07-2019
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
file review for compliance statusEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
09-23-2013Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
(IN264855, IN2648707)
facility out from HW and HMBP program. Also request invoice reversal moved out 2/28/2023. On site to verify and site is vacant. Will close Received call from Jose Montayo that the facility has been vacated andEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
08-08-2023Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
Corrected re inspection date.Eval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
06-20-2019Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
[email protected]
Inspection report emailed to environmental contact
inspector and submit a request to close out this facility. site will be emptied. Will forward the new address to the Irvine new location. Currently only supplies in the warehouse remain and the hazardous waste/materials and process has already been moved to the business is currently being moved to a new location in Irvine. The Calderon, warehouse manager who provided consent to inspect. The Onsite for routine hazardous materials inspections. Met with ErnieEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-14-2023Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
years. No violations noted at this time.
for hazardous waste pickup available for review during the past three emergency response sticker completed and posted on site. Manifests BEARING ENGINEERS INC (Continued) S113063595
TC07614512.2r Page 63
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EPA ID NumberDatabase(s)SiteElevation
this report. Sign, date and return CRC to Health Care Agency within Complete the certificate of return to compliance (CRC) issued with Logan. Documentation for hazardous waste pickup reviewed on site. > Permission to inspect and take necessary photos granted by Wally Eval Notes: Inspected perimeter of facility including the dumpster area.
Routine done by local agencyEval Type:
YesViolations Found:
08-27-2013Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
(IN264855, IN2648707)
facility out from HW and HMBP program. Also request invoice reversal moved out 2/28/2023. On site to verify and site is vacant. Will close Received call from Jose Montayo that the facility has been vacated andEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
08-08-2023Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
Not reportedEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
06-07-2019Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
[email protected]
Inspection report emailed to environmental contact
inspector and submit a request to close out this facility. site will be emptied. Will forward the new address to the Irvine new location. Currently only supplies in the warehouse remain and the hazardous waste/materials and process has already been moved to the business is currently being moved to a new location in Irvine. The Calderon, warehouse manager who provided consent to inspect. The Onsite for routine hazardous waste inspections. Met with ErnieEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-14-2023Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
30 days.
site. * Provide requested documentation to Health Care Agency within Hazardous waste emergency response sticker completed and posted on Permission to inspect granted by Mark Isola (director of operations).
Inspected perimeter of facility including the dumpster area. Eval Notes:
Routine done by local agencyEval Type:
BEARING ENGINEERS INC (Continued) S113063595
TC07614512.2r Page 64
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EPA ID NumberDatabase(s)SiteElevation
Affiliation Phone: ,
Affiliation Zip: Not reported
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
BEARING ENGINEERS INCEntity Name:
Parent CorporationAffiliation Type Desc:
,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
VP EngineeringEntity Title:
Wally LoganEntity Name:
Identification SignerAffiliation Type Desc:
,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
Wally LoganEntity Name:
Document PreparerAffiliation Type Desc:
Affiliation:
-117.726620Longitude:
33.592360Latitude:
Center of a facility or station.,Ref Point Type Desc:
Not reportedCoord Name:
10538242Program ID:
HMBPEnv Int Type Code:
BEARING ENGINEERS INCFacility Name:
705434Site ID:
Coordinates:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
Deleted violations W013 and W029. No violations noted at this time.
Received CRC dated 8-28-13. Violations corrected per Wally Logan. Eval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
09-03-2013Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
30 days.
BEARING ENGINEERS INC (Continued) S113063595
TC07614512.2r Page 65
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EPA ID NumberDatabase(s)SiteElevation
Affiliation Phone: ,
Affiliation Zip: 92656
Affiliation Country: Not reported
Affiliation State: CA
Affiliation City: Aliso Viejo
Affiliation Address: 27 Argonaut
Entity Title: Not reported
Entity Name: Wally Logan
Environmental ContactAffiliation Type Desc:
(949) 586-7442,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
Bearing Engineers, Inc.Entity Name:
OperatorAffiliation Type Desc:
(949) 586-7442,Affiliation Phone:
92656Affiliation Zip:
United StatesAffiliation Country:
CAAffiliation State:
Aliso ViejoAffiliation City:
27 ArgonautAffiliation Address:
Not reportedEntity Title:
Bearing Engineers, Inc. (Corporation)Entity Name:
Legal OwnerAffiliation Type Desc:
,Affiliation Phone:
92656Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
Aliso ViejoAffiliation City:
27 ArgonautAffiliation Address:
Not reportedEntity Title:
Mailing AddressEntity Name:
Facility Mailing AddressAffiliation Type Desc:
(714) 433-6406,Affiliation Phone:
92705-5611Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
Santa AnaAffiliation City:
1241 East Dyer RoadSuite 120Affiliation Address:
Not reportedEntity Title:
Orange County Env HealthEntity Name:
CUPA DistrictAffiliation Type Desc:
BEARING ENGINEERS INC (Continued) S113063595
TC07614512.2r Page 66
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Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Tank Wall Type: Double Wall
Substances: Regular Unleaded
12000Tank Capacity:
Not reportedRemoval Date:
1988/01/01 16:00:00+00Installation Date:
OpenTank Status:
CA10516102-001_A Stand-alone Tank_1Tank ID:
CA10516102Facility ID:
2273314Object ID:
Double WallTank Wall Type:
DieselSubstances:
10000Tank Capacity:
Not reportedRemoval Date:
1988/09/01 16:00:00+00Installation Date:
OpenTank Status:
CA10516102-002_A Stand-alone Tank_1Tank ID:
CA10516102Facility ID:
2273313Object ID:
UST FINDER:
-117.723734964488Longitude:
33.5920769970827Latitude:
33.592076997Y Coord:
-117.723734964X Coord:
GeocodeCoordinate Source:
Not reportedTribe:
9EPA Region:
Not reportedDate of Last Inspection:
Open UST(s)Facility Status:
Not reportedWHPA HUC12:
Not reportedWHPA Facility Type:
Not reportedWHPA Water Type:
Not reportedWHPA PWS Facility ID:
Not reportedWithin WHPA:
Not reportedSPA HUC12:
Not reportedSPA Facility Type:
Not reportedSPA Water Type:
Not reportedSPA PWS Facility ID:
Not reportedWithin SPA:
Developed, Medium IntensityLand Use:
NoWithin 100yr Floodplain:
0Private Wells 1500ft:
880Population 1500ft:
Not reportedTOS USTs:
Not reportedClosed USTs:
2Open USTs:
PointAddressAddress Match Type:
ALISO VIEJO, CA 92656City,State,Zip:
61 ARGONAUTAddress:
KENNEDY PIPELINE COName:
CA10516102Facility ID:
736441Object ID:
UST FINDER:
688 ft. Site 2 of 5 in cluster D
0.130 mi.
Relative:
Higher
Actual:
422 ft.
1/8-1/4 ALISO VIEJO, CA 92656
South 61 ARGONAUT N/A
D16 UST FINDERKENNEDY PIPELINE CO 1028192210
TC07614512.2r Page 67
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Tank status: Renewal Permit
Tankidnumber: 30-000-FA0025143-001
CATank operator mailing state:
92606Tank operator mailing zip:
IrvineTank operator mailing city:
16331 Construction Circle EastTank operator mailing address:
Trumble PropertiesTank operator name:
CaTank owner mailing state:
92606Tank owner mailing zip:
IrvineTank owner mailing city:
16331 Construction E.Tank owner mailing address:
Trumble PropertiesTank owner name:
NoTribal lands:
9Epa region:
0Num of oos ust:
0Num of closed ust:
Not reportedNum of inuse ust:
Motor Vehicle FuelingFacility type:
Non-GovernmentOwner type:
-117.723580Longitude:
33.5920800Latitude:
10516102CERSID:
Orange County Environmental HealthPermitting Agency:
FA0025143Facility ID:
ALISO VIEJO, CA 92656City,State,Zip:
61 ARGONAUTAddress:
KENNEDY PIPELINE COName:
UST:
Not reportedNotes:
FA0025143Facility ID:
ALISO VIEJO, CA 92656-1423City,State,Zip:
61 ARGONAUTAddress:
KENNEDY PIPELINE COName:
Not reportedNotes:
FA0025143Facility ID:
ALISO VIEJO, CA 92656-1423City,State,Zip:
61 ARGONAUTAddress:
KENNEDY PIPELINE COName:
Not reportedNotes:
FA25143Facility ID:
ALISO VIEJO 92656City,State,Zip:
61 ARGONAUTAddress:
KENNEDY PIPELINE COName:
Not reportedNotes:
FA25143Facility ID:
ALISO VIEJO 92656City,State,Zip:
61 ARGONAUTAddress:
KENNEDY PIPELINE COName:
ORANGE CO. UST:
688 ft. Site 3 of 5 in cluster D
0.130 mi.
Relative:
Higher
Actual:
422 ft.
1/8-1/4 ALISO VIEJO, CA 92656
South SWEEPS UST61 ARGONAUT N/A
D17 USTKENNEDY PIPELINE CO U003433121
TC07614512.2r Page 68
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EPA ID NumberDatabase(s)SiteElevation
Tank sacrificial anode: No
Tank piping construction: Double Walled
PressureTank piping type:
FiberglassTank pwpiping construction:
FiberglassTank pc construction:
Double WallTank type:
10000Tank capacity gallons:
DieselTank contents:
1Tank num of compartments:
9/1/1988 12:00:00 AMTank installation date:
Not reportedTank closure date:
Stand Alone TankTank configuration:
Renewal PermitTank status:
30-000-FA0025143-002Tankidnumber:
CATank operator mailing state:
92606Tank operator mailing zip:
IrvineTank operator mailing city:
16331 Construction Circle EastTank operator mailing address:
Trumble PropertiesTank operator name:
CaTank owner mailing state:
92606Tank owner mailing zip:
IrvineTank owner mailing city:
16331 Construction E.Tank owner mailing address:
Trumble PropertiesTank owner name:
NoTribal lands:
9Epa region:
0Num of oos ust:
0Num of closed ust:
Not reportedNum of inuse ust:
Motor Vehicle FuelingFacility type:
Non-GovernmentOwner type:
-117.723580Longitude:
33.5920800Latitude:
10516102CERSID:
Orange County Environmental HealthPermitting Agency:
FA0025143Facility ID:
ALISO VIEJO, CA 92656City,State,Zip:
61 ARGONAUTAddress:
KENNEDY PIPELINE COName:
YesTank spill bucket:
NoTank ball float:
NoTank alarms:
YesTank cp shutoff:
NoTank cp impressed current:
NoTank sacrificial anode:
Double WalledTank piping construction:
PressureTank piping type:
FiberglassTank pwpiping construction:
FiberglassTank pc construction:
Double WallTank type:
12000Tank capacity gallons:
Regular UnleadedTank contents:
1Tank num of compartments:
1/1/1988 12:00:00 AMTank installation date:
Not reportedTank closure date:
Stand Alone TankTank configuration:
KENNEDY PIPELINE CO (Continued) U003433121
TC07614512.2r Page 69
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EPA ID NumberDatabase(s)SiteElevation
Number Of Tanks: Not reported
Content: REG UNLEADED
STG: P
Tank Use: M.V. FUEL
Active Date: Not reported
Capacity: 12000
Tank Status: A
SWRCB Tank Id: 30-000-009851-000002
Owner Tank Id: Not reported
Created Date: 02-29-88
Action Date: 09-15-92
Referral Date: 09-30-92
Board Of Equalization: 44-016784
Number: 9
Comp Number: 9851
Status: Active
City: ALISO VIEJO
Address: 61 ARGONAUT
Name: KENNEDY PIPELINE CO
Number Of Tanks: 2
Content: DIESEL
STG: P
Tank Use: M.V. FUEL
Active Date: Not reported
Capacity: 10000
Tank Status: A
SWRCB Tank Id: 30-000-009851-000001
Owner Tank Id: Not reported
Created Date: 02-29-88
Action Date: 09-15-92
Referral Date: 09-30-92
Board Of Equalization: 44-016784
Number: 9
Comp Number: 9851
Status: Active
City: ALISO VIEJO
Address: 61 ARGONAUT
Name: KENNEDY PIPELINE CO
SWEEPS UST:
Tank spill bucket: Yes
Tank ball float: No
Tank alarms: No
Tank cp shutoff: Yes
Tank cp impressed current: No
KENNEDY PIPELINE CO (Continued) U003433121
City,State,Zip: ALISO VIEJO, CA 92656
Address: 61 ARGONAUT
Name: KENNEDY PIPELINE CO
CERS HAZ WASTE:
688 ft. Site 4 of 5 in cluster D
0.130 mi. CERS
Relative:
Higher
Actual:
422 ft.
1/8-1/4 CA FID USTALISO VIEJO, CA 92656
South CERS TANKS61 ARGONAUT N/A
D18 CERS HAZ WASTEKENNEDY PIPELINE CO S101631265
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Violation Source: CERS,
Violation Program: UST
Orange County Environmental HealthViolation Division:
this date. This violation was abated during the inspection. point. The boot was pulled back during the montioring certification without secondary line leaks being found at the earliest possible the SB989 testing done 12/20/2017, so the system has been operated attached and the port was facing up. This boot was last used during Returned to compliance on 04/13/2018. The unleaded test boot was stillViolation Notes:
operated, and/or maintained properly.
Failure of the leak detection equipment to be installed, calibrated,Violation Description:
16, Section(s) 2641(j)
23 CCR 16 2641(j) - California Code of Regulations, Title 23, ChapterCitation:
04-13-2018Violation Date:
KENNEDY PIPELINE COSite Name:
372542Site ID:
Violations:
Chemical Storage FacilitiesCERS Description:
10516102CERS ID:
372542Site ID:
ALISO VIEJO, CA 92656City,State,Zip:
61 ARGONAUTAddress:
KENNEDY PIPELINE COName:
CERS:
ActiveStatus:
Not reportedComments:
Not reportedEPA ID:
Not reportedNPDES Number:
Not reportedDUNs Number:
Not reportedContact Phone:
Not reportedContact:
ALISO VIEJO 92656Mailing City,St,Zip:
Not reportedMailing Address 2:
61 ARGONAUTMailing Address:
Not reportedMail To:
7143808363Facility Phone:
Not reportedSIC Code:
Not reportedCortese Code:
Not reportedRegulated ID:
UTNKARegulated By:
30012495Facility ID:
CA FID UST:
Underground Storage TankCERS Description:
10516102CERS ID:
372542Site ID:
ALISO VIEJO, CA 92656City,State,Zip:
61 ARGONAUTAddress:
KENNEDY PIPELINE COName:
CERS TANKS:
Hazardous Waste GeneratorCERS Description:
10516102CERS ID:
372542Site ID:
KENNEDY PIPELINE CO (Continued) S101631265
TC07614512.2r Page 71
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EPA ID NumberDatabase(s)SiteElevation
Section(s) 25286(a)
Citation: HSC 6.7 25286(a) - California Health and Safety Code, Chapter 6.7, 05-22-2015Violation Date:
KENNEDY PIPELINE COSite Name:
372542Site ID:
CERS,Violation Source:
USTViolation Program:
Orange County Environmental HealthViolation Division:
piping run - T1 Unleaded piping sump
approval - contact this agency with questions. - T1 Unleaded product require the submittal of a repair plan to this agency for review and report to this agency within 60 days (3/6/21). Some repairs may Repair/replace the failed components and re-test. Submit a test containment components failed a test conducted 12/15/20.
Returned to compliance on 04/30/2021. The following secondaryViolation Notes:
containment testing).
Failure to maintain secondary containment (e.g., failure of secondaryViolation Description:
Section(s) 25291(a)(2)
HSC 6.7 25291(a)(2) - California Health and Safety Code, Chapter 6.7,Citation:
01-06-2021Violation Date:
KENNEDY PIPELINE COSite Name:
372542Site ID:
CERS,Violation Source:
USTViolation Program:
Orange County Environmental HealthViolation Division:
inspection.
electronically and a copy be available on site within 30 days of this for this site. Missing form must be completed and be submitted Statement of Understanding and Compliance Form" has not been prepared Returned to compliance on 05/06/2021. "Underground Storage TankViolation Notes:
Understanding and Compliance Form.
Failure to submit the Underground Storage Tank Statement ofViolation Description:
Chapter 16, Section(s) 2715(a)(2)
23 CCR 16 2715(a)(2) - California Code of Regulations, Title 23,Citation:
04-26-2021Violation Date:
KENNEDY PIPELINE COSite Name:
372542Site ID:
CERS,Violation Source:
HWViolation Program:
Orange County Environmental HealthViolation Division:
picked up by a registered hazardous waste hauler.
waste. Properly identify the hazardous waste containers and have them the buckets and determine which are usable product and which are hazardous wastes. Some of these buckets are without lids. Cover all buckets. The buckets contain a variety of hazardous materials and stored by the property wall that contains several five gallon plastic Returned to compliance on 04/17/2017. There is a cubic yard crateViolation Notes:
active use.
Failure to properly close hazardous waste containers when not inViolation Description:
Chapter 15, Section(s) 66265.173
22 CCR 15 66265.173 - California Code of Regulations, Title 22,Citation:
04-18-2016Violation Date:
KENNEDY PIPELINE COSite Name:
372542Site ID:
KENNEDY PIPELINE CO (Continued) S101631265
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contact this Agency for clarification. Plan Check Fees and the necessity of plan check for certain repairs or modifications, please subsequent retesting. If there is a question regarding the fittings to the electrical fitting area will require a plan check, and days, repair of the penetration fittings and adding penetration check for repair of the failed components to this Agency within 30 fittings and unsealed high electrical fittings. Please submit a plan have problems with cracked test boots and disintegrated penetration and udc all failed testing that date. The piping and UDC appear to 12/20/2017 shows that the unleaded tanks secondary piping, piping sump Violation Notes: Returned to compliance on 06/04/2018. Review of SB989 testing done on containment testing).
Failure to maintain secondary containment (e.g., failure of secondaryViolation Description:
Section(s) 25291(a)(2)
HSC 6.7 25291(a)(2) - California Health and Safety Code, Chapter 6.7,Citation:
01-17-2018Violation Date:
KENNEDY PIPELINE COSite Name:
372542Site ID:
CERS,Violation Source:
USTViolation Program:
Orange County Environmental HealthViolation Division:
be maintained on site within 30 days of this inspection.
Test Report Form for tests conducted on 12/15/19 must be obtained and Returned to compliance on 05/06/2021. A copy of Secondary ContainmentViolation Notes:
site if approved by the UPA, for the life of the UST.
Failure to maintain records of repairs and upgrades on site, or offViolation Description:
Chapter 16, Section(s) 2712(b)(6)
23 CCR 16 2712(b)(6) - California Code of Regulations, Title 23,Citation:
04-26-2021Violation Date:
KENNEDY PIPELINE COSite Name:
372542Site ID:
CERS,Violation Source:
USTViolation Program:
Orange County Environmental HealthViolation Division:
Agency within 30 days.
current certification of financial responsibility to Health Care responsibility expired on 4-15-14. Provide or electronically submit Returned to compliance on 05/18/2015. Certification of financialViolation Notes:
Financial Responsibility or other mechanism of financial assurance.
Failure to submit and maintain complete and current Certification ofViolation Description:
Chapter 6.75, Section(s) 25299.30-25299.34
HSC 6.75 25299.30-25299.34 - California Health and Safety Code,Citation:
04-18-2014Violation Date:
KENNEDY PIPELINE COSite Name:
372542Site ID:
CERS,Violation Source:
USTViolation Program:
Orange County Environmental HealthViolation Division:
within 30 days.
submit the documents to an approved electronic reporting database the E-Submit Portal on 6/23/14 were reviewed and DECLINED. Please Returned to compliance on 06/23/2015. The UST documents submitted viaViolation Notes:
operate an underground storage tank, or for renewal of the permit.
Failure to submit an complete and accurate application for a permit toViolation Description:
KENNEDY PIPELINE CO (Continued) S101631265
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Eval Program: HMRRP
Eval Division: Orange County Environmental Health
drain/sewer and any emergency [Truncated]
emergency shut offs (electrical, water and natural gas), storm symbol (N arrow) and locations for the hazardous waste storage, an entry for both. The site map is missing the site orientation as well. Waste oil and waste coolant will need to be disclosed. Add the tank. Check the maximum daily amount for the gasoline disclosure refers to the maximum amount of diesel that would ever be stored in diesel entry. Also make sure the maximum daily amount is correct. This fire code hazard class from flammable to combustible liquid II for the hazardous waste at this facility. Also, un check box II B. Change the page. Un check the 4th box in this section. There is no treatment of facility. Check the top box in section II E of the Business Activity hazardous waste generated and stored (55 gallons or greater) at this following: According to the last on site inspection, there is Reviewed and declined disclosure in e submit. Please address theEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
11-03-2014Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
6-23-16. No violations noted at this time.
Reviewed and accepted CFR disclosure in e submit. CFR valid throughEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
10-27-2014Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
File reviewEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
10-01-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
esubmit review and call to Mike regarding statusEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
06-10-2015Eval Date:
Other/UnknownEval General Type:
Evaluation:
CERS,Violation Source:
USTViolation Program:
Orange County Environmental HealthViolation Division:
Notify this Agency at least 48 hours prior to the testing event.
Please schedule the retest for the failed components within 30 days.
Facility Modification Application can be found at www.occupainfo.com KENNEDY PIPELINE CO (Continued) S101631265
TC07614512.2r Page 74
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Eval Notes: Monitor cert notification
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 03-30-2015
Eval General Type: Other/Unknown
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
657-622-9434 Fax 714-754-1768 [email protected]
Section 1241 E. Dyer Road Suite 120, Santa Ana, Ca 92705 Direct:
Hazardous Waste Specialist III Hazardous Materials Surveillance my office hours from 6:30 am to 9:30 am. Thank you, Bri Dewey REHS you have questions about the above information, please call me during seen a plan check for it, and it is over the time limit given. If violation. Did you get someone to fix the secondary yet? I have not secondary and retesting). Hi Kenny, I need an update on this emailed Kenny, requested update on violation abatement (fixing theEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
03-29-2018Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
you either use the BEP template located [Truncated]
plan section does not cover all required information. I suggest that not transfer correctly from e-submit to CERS. The business emergency following changes and resubmit within 30 days. The Emergency Plan did temperature ambient The submittal was declined, please make the fire code hazard class flammable 1b, make both pressure and pressure and temperature ambient 5 on the gasoline disclosure, add disclosure, add fire code hazard class combustible 2, make both be oxidizing gas, make storage pressure above ambient 4. on the diesel ambient 3. on oxygen- add CAS 7782-44-8, fire code hazard class should flamable gas and unstable reactive, make storage pressure above acyetylene- add CAS 74-86-2, fire code hazard class should be both you have under 55 gallons (which is the disclosure limit) 2. on wthin 30 days; 1. remove disclosure of paint material as you state CERS review rejected Please make the following changes and resubmitEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
03-13-2017Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
12-22-14 and 1-20-15. All applicable secondary components passed.
Received report for secondary containment testing performed onEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
01-22-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
KENNEDY PIPELINE CO (Continued) S101631265
TC07614512.2r Page 75
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locations of the few items that were on the map. Disclosure was disclosed site map in e submit. The map appeared accurate as to the Eval Notes: On site for a routine inspection. Walked facility with the latest Routine done by local agencyEval Type:
NoViolations Found:
04-17-2015Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
site. Spill buckets tested hydrostatically wit
were verified. Alarm history and setup tape were reviewed while on Positive shutdown and fail-safe programming were fail-safe programming lowest point. All sensors tested were verified to be operational. audible and visual alarm. Sensors were observed positioned at the fill tube shut-off valve (flapper). The monitor is operational for detectors are mechanical (VMI). Overfill protection is provided by 350. The tank annular are VR-303; sumps and UDCs are VR208s. leak gallons (diesel) 2 UDCs The system is monitored by a Veeder Root TLS The site contains two (2) DW USTs - 12,000 gallons (unleaded) - 10,000 verified. Also present was Jill Rejtharek with Trumble Properties.
Tank Testing. Technician’s certifications (Veeder-Root, ICC, VMI) were bucket testing. Met with Marty Schwartz, service technician with OC and witness the annual monitoring system certification and spill On site to conduct a routine Underground Storage Tank (UST) inspectionEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-14-2023Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
provided and documented. [Truncated]
required for all employees at this business. Make sure training is provided to Kenny Rowland. Annual business emergency plan training is corresponding section. Correct contact information and phone numbers plan template located in the portal. Complete and upload this to the missing required information. Use the emergency response/contingency emergency plan is a placeholder from the previous portal and is and the electrical shut offs. Add these to the map. The business for an employee evacuation area, propane storage, absorbent/spill kit Please address the following: Facility site map is missing locations inventory. Locations for the site map requirements are accurate. releases. Updated inventory information and added propane to the satisfactory condition. No leaking observed or indication previous and site map. Hazardous material containment appeared to be in Walked facility with the latest submitted hazardous material inventoryEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-05-2019Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
KENNEDY PIPELINE CO (Continued) S101631265
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Records reviewed on site. SB 989 testing performed on 12-28-11. available for review. Training provided to two employees on 8-6-13. alarms noted during that time period. Corrective action documentation designated operator inspection reports for the past 12 months. Two located at the low areas of secondary containment. Reviewed secondary containment sumps were free of liquid. All sensors were gallon of water in it (pumped out during inspection). The other four Diesel fill is direct bury. Diesel turbine sump had less than one of two tanks and two UDCs. Both tank annulars are liquid filled.
Veeder-Root, VMI and TEI certifications provided. Facility consists system certification. Current ICC, Franklin Fueling, F E Petro, Orange County Tank Testing currently performing a UST monitoring Eval Notes: On site for a routine compliance inspection. Martin Schwartz of Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 04-18-2014
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: UST
Eval Division: Orange County Environmental Health
violations)
Eval Notes: Fix violation status in EC (close > open for previously corrected Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 05-18-2015
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HW
Eval Division: Orange County Environmental Health
violations noted at this time.
emergency response sticker completed and posted on site. No Hazardous waste properly stored and identified. Hazardous waste Rowland. Documentation for hazardous waste pickup reviewed on site.
Permission to inspect and take necessary photos granted by Kenny Eval Notes: Inspected perimeter of facility including the dumpster area.
Eval Type: Routine done by local agency
Violations Found: No
Eval Date: 04-18-2014
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: Orange County Environmental Health
(absorbent/spill kit). * Disclosure has [Truncated]
material/waste handling areas and emergency response equipment emergency shut offs (water, electrical and natural gas), hazardous map missing site orientation (north arrow), sewer/storm drains, the maximum daily amount for the gasoline disclosure as well. Site maximum amount of diesel that would ever be stored in the tank. Check make sure the maximum daily amount is correct. This refers to the from flammable to combustible liquid II for the diesel entry. Also facility. Also, un check box II B. Change the fire code hazard class this section. There is no treatment of hazardous waste at this section II E of the Business Activity page. Un check the 4th box in declined on 11-3-14 for the following reasons: Check the top box in KENNEDY PIPELINE CO (Continued) S101631265
TC07614512.2r Page 77
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Eval Date: 04-18-2017
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: UST
Eval Division: Orange County Environmental Health
corrected.
cited in this agency’s inspection report dated 1/6/21, has been violation I382 regarding failure to maintain secondary containment, tank’s secondary piping passed when tested after repair. Outstanding installed on the secondary piping in gasoline UDC 3/4. Gasoline 2/3/21. A new Bravo Rigid FRP Clamshell Split Repair Test Reducer was secondary piping that failed initial test on 12/15/20 and retest on Form for retesting conducted on 4/16/21 on gasoline tank’s (T1) Eval Notes: I received and reviewed copy of Secondary Containment Testing Report Eval Type: Other, not routine, done by local agency
Violations Found: No
04-30-2021Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
specifications.
All monitoring equipment operational per manufacturer’s Received report for monitoring certification performed on 4-18-14. Eval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
04-24-2014Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
(electronically though CERS) within 30 [Truncated]
that are maintained on site, please submit revised documents thresholds. If there is a change in the type of amount of chemicals including hazardous wastes, which are at or above disclosure The facility is responsible for identifying all hazardous materials, 200 cubic ft of a compressed gas) must prepare and implement an HMBP. over reportable quantities (55 gal of a liquid, 500 lbs of a solid, Ch. 6.95, businesses that store and handle hazardous materials at or match what is reported on site. Per California Health & Safety Code -acetylene -welding oxygen Hazardous Materials disclosed in CERS volumes required for disclosure: - diesel - gasoline - propane materials were observed in amounts that meet or exceed the minimum facility and inspected hazardous materials storage. The following inspection. Jill Rejtharek, provided consent to inspect. Observed the On site for routine hazardous materials and business emergency planEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-18-2022Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
KENNEDY PIPELINE CO (Continued) S101631265
TC07614512.2r Page 78
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Eval Source: CERS,
Eval Program: UST
Orange County Environmental HealthEval Division:
All components passed test.
Equipment Inspection Report Form for activities conducted on 4/26/21.
Form, Spill Container Testing Report Form and Overfill Prevention I received and reviewed copies of Monitoring System CertificationEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
05-04-2021Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
hydrostatically without any in [Truncated]
and setup tape were reviewed while on site. Spill buckets tested programming were fail-safe programming were verified. Alarm history verified to be operational. Positive shutdown and fail-safe observed positioned at the lowest point. All sensors tested were monitor is operational for audible and visual alarm. Sensors were protection is provided by fill tube shut-off valve (flapper). The 350. The tank annulars are VR-303; sumps and UDCs are VR208s; Overfill gallons (diesel) 2 UDCs The system is monitored by a Veeder Root TLS The site contains two (2) DW USTs - 12,000 gallons (unleaded) - 10,000 verified. Also present was Jill Rejtharek with Trumble Properties.
Tank Testing. Technician’s certifications (Veeder-Root, ICC, VMI) were bucket testing. Met with Marty Schwartz, service technician with OC and witness the annual monitoring system certification and spill On site to conduct a routine Underground Storage Tank (UST) inspectionEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-18-2022Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
[email protected]
emailed to [email protected] and environmental contact remove the facility from hazardous waste program. Inspection report current tenant on site generates hazardous waste. Submit a RUR to facility has not generated hazardous waste since 2019 and none of the Rejtharek provided consent to inspect. According to Ms. Rejtharek, the On site to conduct a routine hazardous waste inspection. JillEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-18-2022Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
review and accepted in esubmitEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
KENNEDY PIPELINE CO (Continued) S101631265
TC07614512.2r Page 79
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Violations Found: No
Eval Date: 06-23-2015
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
passed, awaiting final results within 30 days to close SR.
Witnessed SB989 testing of failed components of SB989, all componentsEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
06-04-2018Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
Fail Safe/Sensor Out - Spill Buckets Visual Test - Line Leak Detectors - Piping Sump Sensors (2) - Fill Sump Sensors (2) - UDC Sensors (2) - The following components PASSED testing: - Tank Annular Sensors (2) site map, and spill bucket test report for a test conducted 4/30/2020.
This Agency received the monitoring system certification test report,Eval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
05-19-2020Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
that are at or above disclosure threshold to the chemical [Truncated] Add any compressed gases and vehicle maintenance chemicals/materials some hazardous materials may have been omitted from the disclosure. the maximum daily amount for the gasoline disclosure. It appears that is "dropped" in the tank. > Enter 365 for the "days on site". Check leave it. Otherwise change it to the amount you would have after fuel gallons. If this is the most that ever would be stored on site you may refers to the most you would ever store on site. You disclosed 300 class should be combustible liquid , class II > Maximum daily amount Change the following to the diesel disclosure: > Fire code hazardous mailing address in section III of the business owner/operator page. page. Mark box II E (1st) on the business activities page. Add the following: Un mark boxes II B & II E (4th) on the business activities Reviewed and declined disclosure in e submit. Please address theEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
05-13-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
File purgeEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
05-06-2016Eval Date:
Other/UnknownEval General Type:
KENNEDY PIPELINE CO (Continued) S101631265
TC07614512.2r Page 80
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Veeder-Root, VMI, and ICC certifications. NOTE: The tester states that conducted the monitoring system certification and provided current monitoring system certification. Marty Schwartz (OC Tank Testing) Eval Notes: An on-site inspection was conducted this date to witness the annual Routine done by local agencyEval Type:
NoViolations Found:
04-30-2020Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
(last conducted on 4/5/19) [Truncated]
Report Form and Overfill Prevention Equipment Inspection Report Form financial responsibility, copies of Monitoring System Certification plan, employee training records, tank pages, certification of inspection reports, responses to alarms, monitoring plan, response inspection. Valid permit, designated operator documentation, monthly testing was not witnessed since they were not filled with water during Fill Tube Shut-Off Valve which is being tested today. Spill bucket tested and passed. Overfill Prevention Equipment for this site is sensor out and were tested and passed. Line leak detectors were shut down respective turbine when submerged in water. Fail-safe and level. Sump and UDC sensors alarmed properly (visual and audible) and Sensors shut down respective turbine at sensor out and high liquid and to conduct routine UST inspection. Annulars are wet .
On site to witness monitoring system certification testing activitiesEval Notes:
Routine done by local agencyEval Type:
YesViolations Found:
04-26-2021Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
submit after modifications have been performed.
and any hazardous material handling areas. Add these to the map. Re (north arrow), emergency shut offs (electrical, water & natural gas) inventory/description. The site map is missing site orientation that are at or above disclosure threshold to the chemical Add any compressed gases and vehicle maintenance chemicals/materials some hazardous materials may have been omitted from the disclosure. flammable liquid 1-A box should be marked instead. It appears that Un mark the box "flammable gas" for the gasoline description. The diesel description. It is correctly checked as a combustible liquid. following to the disclosure: Un mark the box "flammable gas" for the Reviewed and declined re submittal in e submit. Please address theEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
07-29-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
Initial hazardous material disclosure reviewEval Notes:
Other, not routine, done by local agencyEval Type:
KENNEDY PIPELINE CO (Continued) S101631265
TC07614512.2r Page 81
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of Orange not OCHCA. Called Matt Trumble to explain.
facility. Discussed with Dean Freed. CFR appeared to be sent to city different than than what is on the e submit disclosure from this Eval Notes: File review and e submit review. The FA & PR numbers in EC are Other, not routine, done by local agencyEval Type:
NoViolations Found:
07-09-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
after SB989 repairs. All components passed on 6/4/2018
Received and reviewed results from secondary containment testing doneEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
06-22-2018Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
modifications are performed.
below where "secondary containment is ..." is shown. Resubmit after [Section IV of the monitoring plan] Mark one of the four bubbles just not available for review. Make sure the plot plan has been uploaded. following: [Section III of the monitoring plan] UST map/plot plan is Reviewed and declined submittal in e submit. Please address theEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
06-10-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
4/17/2017 monitor cert. All components passed at that time.
Recieved and reviewed the monitoring certification results from theEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
05-03-2017Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
turbines when [Truncated]
VR 208 -- UDCs: VR 208 - Sensors, initiated positive shutdown to the following were tested: - Sensors: -- Tank Annulars: VR4303 -- Sumps:
testing. Alarm history and setup tape reviewed while on site. The re-positioned in a true vertical position upon installation after so as to initiate alarms at the earliest point possible. Sensors were fill tube shut-off valve (flapper). Sensors were observed positioned panel and reads all functions normal. Overfill protection provided by - USTs (diesel, unleaded) Monitor system is a Veeder-Root monitor suspects there will be no ownership change. This facility contains: 2 tow truck company may soon start using the USTs at this facility but KENNEDY PIPELINE CO (Continued) S101631265
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to cracked test boot. Schedule testing and submit results after the Secondary piping and piping sump for the unleaded was not tested due Eval Notes: Received results for SB 989 testing performed on 12-22-14.
Other, not routine, done by local agencyEval Type:
NoViolations Found:
12-23-2014Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
SB989 Notification (12/20/17)Eval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
11-16-2017Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
SB 989 test notificationEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
11-10-2014Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
mailed October 1, 2015.
NOV issued for operating without a permit, due to non-compliance. NOVEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
10-08-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
Reviewed and accepted submittal in e submit.Eval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
08-07-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
Accepted submittal in e submitEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
07-19-2016Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
KENNEDY PIPELINE CO (Continued) S101631265
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Eval Source: CERS,
Eval Program: UST
Orange County Environmental HealthEval Division:
submit. No violations noted at this time.
notification valid through 3-14-17 UST forms previously accepted in e 12-22-14. CFR valid through 6-23-16. Designated operator on 3-9-16. Records reviewed on site. SB 989 testing performed on time period. Designated operator training provided to four employees verbiage/documentation available for the four alarms noted during that reports for the past 12 months. Corrective action
secondary containment. Reviewed designated operator inspection free of liquid. All sensors were located at the low/proper areas of filled. Diesel fill is direct bury. Secondary containment sumps were consists of two tanks and two UDCs. Both tank annulars are liquid Petro, Veeder-Root, VMI and TEI certifications provided. Facility monitoring system certification. Current ICC, Franklin Fueling, F E Ruston of Orange County Tank Testing currently performing a UST On site for a routine compliance inspection. Martin Schwartz and RichEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-18-2016Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
tank and line test that passed. Copy for file attached. insurance company prior to insurance. The system had a non-volumetric Received and reviewed copy of testing dated 11/17/17, done for theEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
11-29-2017Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
Change status to receive a permit, per Malis.Eval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
10-05-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
Deleted violation I582. Facility is ready for permit.
Reviewed and accepted designated operator submittal in e submit. Eval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
10-01-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
test boot has been replaced.
KENNEDY PIPELINE CO (Continued) S101631265
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Eval Source: CERS,
Eval Program: UST
Orange County Environmental HealthEval Division:
testing: - Unleaded: Flapper (95%) - Diesel: Flapper (95%) test report for a test conducted 4/5/2019. The following tanks PASSED This Agency received the overfill prevention equipment certificationEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
04-30-2020Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
04/13/2018. All systems and spill bucket testing passed at that time.
Received and reviewed monitoring certification from testing doneEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
04-30-2018Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
specifications.
4-18-16. All monitoring equipment operational per manufacturer’s Received results for a monitoring system certification performed onEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
04-22-2016Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
specifications.
on 4-17-15. Monitoring equipment operational per manufacturer’s Received results from a UST monitoring system certification performedEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
04-20-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
Business emergency plan available for review.
waste pickup available for review during the past three years . hazardous waste generated at this time. Documentation for hazardous operations are now conducted at building 71. Waste oil is the only Permission to inspect granted by kenny Rowland. Business maintenance Inspected perimeter of facility including the dumpster area. Eval Notes:
Routine done by local agencyEval Type:
YesViolations Found:
04-18-2016Eval Date:
Compliance Evaluation InspectionEval General Type:
KENNEDY PIPELINE CO (Continued) S101631265
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Eval Source: CERS,
Eval Program: HMRRP
Eval Division: Orange County Environmental Health
Eval Notes: esubmit review and call to Mike regarding status Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 06-10-2015
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: UST
Eval Division: Orange County Environmental Health
Eval Notes: Changed UST status to not get a permit, per Freed.
Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 05-27-2015
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: UST
Eval Division: Orange County Environmental Health
[email protected]
you have questions about this report, please contact your inspector:
Eval Notes: To access the E-Submit Portal, please go to www.esubmit.ocgov.com. If Eval Type: Other, not routine, done by local agency
Violations Found: Yes
Eval Date: 05-22-2015
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: UST
Eval Division: Orange County Environmental Health
violation has been corrected.
Form for tests conducted on 12/15/19 is available on site and this life of UST, on site. A copy of Secondary Containment Test Report monitoring, maintenance, repairs and upgrade records maintained for corrected. - Violation I319 regarding failure to maintain records of is available on site in UST binder and this violation has been Statement of Understanding and Compliance" Form. Form dated 4/27/21 Violation I007 regarding failure to submit Underground Storage Tank violations cited during routine inspection conducted on 4/26/21: - Eval Notes: On site for follow up inspection to correct the following outstanding Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 05-06-2021
Eval General Type: Other/Unknown
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: Orange County Environmental Health
Requested call backs
Eval Notes: Initial disclosure review in e submit Messages left with contacts Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 05-05-2015
Eval General Type: Other/Unknown
KENNEDY PIPELINE CO (Continued) S101631265
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info, you list the permit holder as OC tank testing, it has to be following changes and resubmit within 30 days; 1. on the facility Eval Notes: Review of CERS declined The submittal was declined, make the Eval Type: Other, not routine, done by local agency
NoViolations Found:
03-13-2017Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
Monitor cert notification for 4-17-17Eval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
03-13-2017Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
Tank Test (required by insurance) 11/17/17.Eval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
11-13-2017Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
file review a phone to Matt T regarding permitEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
07-13-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
which expires on 6-30-15.
submitted electronically in order to reissue the permit to operate the certification of financial responsibility form needs to be look at the comments regarding the designated operator form. Also, one of the forms that were submitted. Check the e submit portal and the following e mail to Matt Trumble: Hi Matt, I accepted all but to reissue the permit to operate which expires on 6-30-15. > Sent Complete the required fields and submit. This form is needed in order certification of financial responsibility in the e submit portal. plan and response plan forms in e submit. * Still need to submit date. Reviewed and accepted business owner/operator, tank, monitoring operator. List the proper phone number, ICC number and expiration needs to be listed for the "name" regarding the primary designated designated operator that has been contracted to do the inspections Reviewed and declined designated operator submittal in e submit. TheEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
06-23-2015Eval Date:
Other/UnknownEval General Type:
KENNEDY PIPELINE CO (Continued) S101631265
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type or amount of chemicals that are maintained on site, please submit which are above the disclosure thresholds. If there is a change in the for identifying all hazardous materials, to include hazardous wastes, Materials Chemical Inventory - Site Map The facility is responsible within 30 days of this report: - Business Emergency Plan - Hazardous that the facility must submit the following documents electronically Seven acetylene compressed gas cylinders This report serves as notice compressed gas cylinders - Seven oxygen compressed gas cylinders - One waste oil AST - One diesel UST - One gasoline UST - Five CO2 15-40 new oil AST - One used radiator coolant/hot tank solution AST - that exceed the required disclosure quantities: - One ATF AST - One storage. The following hazardous materials were observed in amounts audit. Observed the facility and inspected hazardous materials Eval Notes: On site for initial hazardous materials and business emergency plan Other, not routine, done by local agencyEval Type:
NoViolations Found:
04-18-2014Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
http://occupainfo.com/ for [Truncated]
Waste. E-mailed copy of report this date. >>>>Please consult Program, Hazardous Materials Program, and Management of Universal or staining noted at this time. Discussed Hazardous Waste waste in this area. Perimeter of facility inspected, no water runoff Inspected municipal trash dumpster and area, no apparent hazardous Hazardous Waste Emergency Response information and was posted. job. Consolidated waste receipts/ manifests were reviewed this date.
Kenny, employees receive Hazardous Waste Management Training on the compliance with all applicable labeling requirements this date. Per material in proper containment to avoid rain. The containers are in consisted of: small amounts of waste oil Witnessed storage of Rowland, manager Hazardous waste containers on-site this date consent to enter, inspect and take photographs was given by Kenny Routine inspection conducted this date in regards to hazardous waste,Eval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
04-17-2017Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
systems, match only the correct [Truncated]
mechanical line leak detector, you have listed both types on both wet or dry 7. under automatic tank gauging, do not list yes 8. under tank has wet annulars, or not and populate secondary containment as isolation yes 6. on the monitoring plan sections, check to see if the sumps in addition to spill bucket 5. under corrosion protection, check section, you should show yes for both striker plate and containment (ball float alone is not approve overfill) 4. on the fill component construction section should show yes for fill tube shut off valve there is competing info, and fix in tank description 3. the tank sections; check to see if they are owens corning or Xerxes tanks, either Kennedy Pipeline or the property owner 2. on tank information KENNEDY PIPELINE CO (Continued) S101631265
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direct bury. All containment sumps were free of liquid. Sensors annulars are liquid filled (Veeder-Root 303 sensors). Diesel fill is provided. Facility consists of two tanks and two UDCs. Both tank certification. Current ICC, Veeder-Root and VMI certifications County Tank Testing currently performing a UST monitoring system Eval Notes: On site for a routine compliance inspection. Martin Schwartz of Orange Routine done by local agencyEval Type:
NoViolations Found:
04-05-2019Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
available for review. No violations noted at this time. used oil filters stored on site. Emergency response/contingency plan Environmental Operations (CAL000037032) on 2-25-19. Approximately ten oil pickup reviewed on site. Eighty-five gallons taken by Consultant properly stored and identified Documentation for the latest waste Permission to inspect granted by Kenny Rowland. Hazardous waste Inspected perimeter of facility including the dumpster area. Eval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-05-2019Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
Monitor cert notificationEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
03-26-2014Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
Monitor cert notificationEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
03-25-2016Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
SB 989 retest notificationEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
01-16-2015Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
[Truncated]
KENNEDY PIPELINE CO (Continued) S101631265
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Eval Source: CERS,
Eval Program: UST
Orange County Environmental HealthEval Division:
this report.
retested and results be submitted to this agency within 30 days of cannot be corrected. Secondary piping failure must be repaired, containment cited in this agency’s inspection report dated 1/6/21, Outstanding violation I382 regarding failure to maintain secondary piping did not pass test on 2/3/21 due to cracked test boot in UDC. rigid FRP clamshell repair test reducer was installed. The secondary 12/15/20. The piping sump passed test on 2/3/21 after a new BRAVO secondary piping and piping sump, that failed initial tests on Form for retesting conducted on 2/3/21 on gasoline tank’s (T1) I received and reviewed copy of Secondary Containment Testing ReportEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
02-25-2021Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
diesel tank passed.
sump and unleaded UDC all failed visually. All components of the 12/20/2017. The unleaded secondary piping, the unleaded secondary Received and reviewed the SB989 testing from testing done onEval Notes:
Other, not routine, done by local agencyEval Type:
YesViolations Found:
01-17-2018Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
will be emailed to: [email protected]
unleaded - see violation) UDCs (2) A copy of this inspection report on unleaded - see violation) Piping sump (1 - diesel) (Failure on annular (n/a liquid-filled) Secondary piping run (1- diesel) (Failure conducted 12/15/2020. The following components PASSED testing: Tank This Agency received the secondary containment test report for a testEval Notes:
Other, not routine, done by local agencyEval Type:
YesViolations Found:
01-06-2021Eval Date:
Other/UnknownEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
three employees on 4-3-19. Records [Truncated]
during that time period. Designated operator training provided to verbiage/documentation available for the for alarms/warnings noted operator inspection reports for the past 12 months. Corrective action this date. VMI tester box certified May 2017. Reviewed designated Mechanical leak detectors tested and demonstrated to be operational on prevention (flapper valves) to be measured and tested on this date. sump sensors and two UDC sensors are Veeder-Root 208s. Overfill located at the low/proper areas of secondary containment. The three KENNEDY PIPELINE CO (Continued) S101631265
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conducted at this time. Rich Ruston, OC Tank Testing- performed the inspection report to Kenny Roland Monitoring system certification was ensure that the plans are submitted in the near future. Emailed with and paid last week. The facility will contact Dave Lopez to quotes, indicates that Dave Lopez of Clean Air Testing was contracted this date. You are still out of violation. The facility has received Eval Notes: The previous violation I382 for SB989 failure of sumps was discussed Routine done by local agencyEval Type:
YesViolations Found:
04-13-2018Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
response plan, Monitoring [Truncated]
UST Tank Information forms, CUPA UST monitoring plan, CUPA UST Operator Identification form CUPA UST Facility Information form, CUPA for review: CUPA Business Activities form, CUPA Business Owner / sumps in good order this date. The following documents were available Veeder-Root monitoring panel showed all functions normal. Sensors and type - mechanical Sensor types -208, 303 UDC type -208 sensor The 6/4/2017 FE Petro exp 12/30/17 Number of UST s -2 Leak detector ICC Tech exp 3/4/2019 Veeder-Root tech exp 1/12/18 VMI/vaporless results within 30 days. Tester provided the following certifications:
performed the monitor cert. Ensure submittal of monitor cert test conducted at this time. Marty Schwartz, Orange county Tank Testing by Kenny Rowland, manager Monitoring system certification was storage tank, consent to enter, inspect and take photographs was given Routine inspection conducted this date in regards to undergroundEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-17-2017Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
(electronically though CERS) within 30 days of change.
chemicals that are maintained on site, please submit revised documents disclosure thresholds. If there is a change in the type of amount of hazardous materials, including hazardous wastes, which are at or above implement an HMBP. The facility is responsible for identifying all lbs of a solid, 200 cubic ft of a compressed gas) must prepare and materials at or over reportable quantities (55 gal of a liquid, 500 Safety Code Ch. 6.95, businesses that store and handle hazardous (10516102) match what is reported on site. Per California Health & -acetylene -welding oxygen Hazardous Materials disclosed in CERS volumes required for disclosure: - diesel - gasoline - propane materials were observed in amounts that meet or exceed the minimum facility and inspected hazardous materials storage. The following inspection. Jill Rejtharek, provided consent to inspect. Observed the On site for routine hazardous materials and business emergency planEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-14-2023Eval Date:
Compliance Evaluation InspectionEval General Type:
KENNEDY PIPELINE CO (Continued) S101631265
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time. The facility has the following hazardous materials that exceed available. Hazardous materials storage area were reviewed at this Training was reviewed this date. Safety/cleanup equipment is been submitted through CERS 10516102 Employee Business Emergency Plan take photographs was given by - Kenny Rowland, manager The HMBEP has emergency plan inspection this date, consent to enter, inspect and Eval Notes: On site to conduct hazardous materials chemical inventory and business Routine done by local agencyEval Type:
NoViolations Found:
04-17-2017Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
entry for the UST tank [Truncated]
asterisks on the UST facility page. Delete the partial third tank submit because of the following: Complete all fields with red performed on 12-28-11. Reviewed and declined UST submittal in e Kenny Rowland on 10-14-14. Records reviewed on site. SB 989 testing during that time period. Designated operator training provided to months. Corrective action documentation available for alarms noted Reviewed designated operator inspection reports for the past 12 sensors were located at the low/proper areas of secondary containment. direct bury. Secondary containment sumps were free of liquid. All and two UDCs. Both tank annulars are liquid filled. Diesel fill is VMI and TEI certifications provided. Facility consists of two tanks certification. Current ICC, Franklin Fueling, F E Petro, Veeder-Root, County Tank Testing currently performing a UST monitoring system On site for a routine compliance inspection. Martin Schwartz of OrangeEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-17-2015Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HWEval Program:
Orange County Environmental HealthEval Division:
completed and posted on site. No violations noted at this time. pickup reviewed on site. Hazardous waste emergency response sticker properly stored and identified. Documentation for hazardous waste Permission to inspect granted by Matt Trumble. Hazardous waste Inspected perimeter of facility including the dumpster area. Eval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-17-2015Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
USTEval Program:
Orange County Environmental HealthEval Division:
Sensors and sumps in good order this date.
-bravo The Veeder-Root monitoring panel showed all functions normal. exp 5/30/19 Number of UST s -2 Sensor types -208/303 UDC type esp 4/10/19, Veeder-Root tech #a30050 exp 12/5/18 VMI/vaporless 2247 days. Tester provided the following certifications: ICC Tech 5246183 monitor cert. Ensure submittal of monitor cert test results within 30 KENNEDY PIPELINE CO (Continued) S101631265
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Affiliation City: Irvine
Affiliation Address: 16331 Construction Circle East
Not reportedEntity Title:
Trumble PropertiesEntity Name:
Legal OwnerAffiliation Type Desc:
,Affiliation Phone:
92606Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
IrvineAffiliation City:
16331 Construction Circle EastAffiliation Address:
Not reportedEntity Title:
Mailing AddressEntity Name:
Facility Mailing AddressAffiliation Type Desc:
Affiliation:
-117.723580Longitude:
33.592080Latitude:
Center of a facility or station.,Ref Point Type Desc:
Not reportedCoord Name:
10516102Program ID:
HMBPEnv Int Type Code:
KENNEDY PIPELINE COFacility Name:
372542Site ID:
Coordinates:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
been performed.
shut off location at building 71. Resubmit after modifications have electrical shut off location at building 71. > Identify natural gas hazardous material storage/handling areas (building 71). > Identify the following modifications to the facility site map: > Update the containers) Add these hazardous materials to the disclosure. Make containers (approximately 75 gallons in various one and five gallon feet) > Oxygen cylinders (approximately 950 cubic feet) > Paint disclosure threshold: > Acetylene cylinders (approximately 450 cubic hazardous materials were observed in amounts stored at above disclosed chemical inventory and site map. The following additional On site for a routine inspection. Walked facility with the latestEval Notes:
Routine done by local agencyEval Type:
NoViolations Found:
04-18-2016Eval Date:
Compliance Evaluation InspectionEval General Type:
CERS,Eval Source:
HMRRPEval Program:
Orange County Environmental HealthEval Division:
this date.
around January of each year as a reminder. Emailed copy of inspection (probably email) indicating you should go in and review and resubmit and resubmit prior to March 1st each year. You will get communication oxygen **Please note, you are required to review the submittal yearly the required disclosure quantities: diesel, gasoline, acetylene and KENNEDY PIPELINE CO (Continued) S101631265
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Entity Name: Trumble Properties
Affiliation Type Desc: UST Property Owner Name
,Affiliation Phone:
92606Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
IrvineAffiliation City:
16331 Construction Circle EastAffiliation Address:
Not reportedEntity Title:
Kassey KepplerEntity Name:
Environmental ContactAffiliation Type Desc:
(949) 380-8363,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
PRESIDENTEntity Title:
MICHAEL L TRUMBLEEntity Name:
UST Permit ApplicantAffiliation Type Desc:
(949) 230-7932,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
Trumble PropertiesEntity Name:
OperatorAffiliation Type Desc:
(714) 433-6406,Affiliation Phone:
92705-5611Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
Santa AnaAffiliation City:
1241 East Dyer RoadSuite 120Affiliation Address:
Not reportedEntity Title:
Orange County Env HealthEntity Name:
CUPA DistrictAffiliation Type Desc:
(949) 230-7932,Affiliation Phone:
92606Affiliation Zip:
United StatesAffiliation Country:
CAAffiliation State:
IrvineAffiliation City:
16331 Construction Circle EastAffiliation Address:
Not reportedEntity Title:
Trumble PropertiesEntity Name:
UST Tank OperatorAffiliation Type Desc:
(949) 559-8877,Affiliation Phone:
92606Affiliation Zip:
United StatesAffiliation Country:
CAAffiliation State:
KENNEDY PIPELINE CO (Continued) S101631265
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Affiliation Phone: ,
Affiliation Zip: Not reported
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
KENNEDY PIPELINE COEntity Name:
Parent CorporationAffiliation Type Desc:
,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Operations ManagerEntity Title:
Jill Trumble RejtharekEntity Name:
Identification SignerAffiliation Type Desc:
,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
Kassey KepplerEntity Name:
Document PreparerAffiliation Type Desc:
(949) 230-7932,Affiliation Phone:
92606Affiliation Zip:
United StatesAffiliation Country:
CaAffiliation State:
IrvineAffiliation City:
16331 Construction E.Affiliation Address:
Not reportedEntity Title:
Trumble PropertiesEntity Name:
UST Tank OwnerAffiliation Type Desc:
(949) 230-7932,Affiliation Phone:
92606Affiliation Zip:
United StatesAffiliation Country:
CaAffiliation State:
IrvineAffiliation City:
16331 Construction Circle E.Affiliation Address:
Not reportedEntity Title:
KENNEDY PIPELINE CO (Continued) S101631265
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Institutional Control Indicator: No
Environmental Control Indicator: No
No NCAPS rankingCorrective Action Priority Ranking:
NoNon-TSDFs Where RCRA CA has Been Imposed Universe:
NoSubject to Corrective Action Universe:
No202 GPRA Corrective Action Baseline:
Not on the Baseline2018 GPRA Renewals Baseline:
Not on the Baseline2018 GPRA Permit Baseline:
Not reportedSub-Part K Indicator:
NHazardous Secondary Material Indicator:
Not reportedFederal Facility Indicator:
---Active Site State-Reg Handler:
NoFederal Universal Waste:
YesUniversal Waste Destination Facility:
YesUniversal Waste Indicator:
NoOff-Site Waste Receipt:
NoUnderground Injection Control:
NoSmelting Melting and Refining Furnace Exemption:
NoSmall Quantity On-Site Burner Exemption:
YesRecycler Activity with Storage:
NoTransfer Facility Activity:
NoTransporter Activity:
NoMixed Waste Generator:
NoImporter Activity:
NoShort-Term Generator Activity:
OtherOperator Type:
Mathew TrumbleOperator Name:
OtherOwner Type:
Mathew TrumbleOwner Name:
ALISO VIEJO, CA 92656-1423Mailing City,State,Zip:
61 ARGONAUTMailing Address:
Not reportedState District:
Not reportedState District Owner:
Handler ActivitiesActive Site Indicator:
Not reportedAccessibility:
Not reportedBiennial Report Cycle:
Not reportedNon-Notifier:
Not a generator, verifiedFederal Waste Generator Description:
Not reportedLand Type:
09EPA Region:
Not reportedContact Title:
[email protected] Email:
000-000-0000Contact Fax:
949-380-8363Contact Telephone:
ALISO VIEJO, CA 92656-1423Contact City,State,Zip:
61 ARGONAUTContact Address:
MATHEW TRUMBLEContact Name:
CAL000037032EPA ID:
ALISO VIEJO, CA 92656-0000Handler City,State,Zip:
61 ARGONAUTHandler Address:
Kennedy Pipeline CompanyHandler Name:
19930729Date Form Received by Agency:
RCRA Listings:
688 ft. Site 5 of 5 in cluster D
0.130 mi.
Relative:
Higher
Actual:
422 ft.
1/8-1/4 ALISO VIEJO, CA 92656
South 61 ARGONAUT CAL000037032
D19 RCRA NonGen / NLRKENNEDY PIPELINE COMPANY 1025865694 TC07614512.2r Page 96
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Electronic Manifest Broker: Not reported
Non Storage Recycler Activity: Not reported
Current Record: Yes
Spent Lead Acid Battery Exporter: Not reported
Spent Lead Acid Battery Importer: Not reported
Recognized Trader Exporter: Not reported
Recognized Trader Importer: Not reported
Large Quantity Handler of Universal Waste: No
State District Owner: Not reported
Federal Waste Generator Description: Not a generator, verified Handler Name: KENNEDY PIPELINE COMPANY
Receive Date: 19930729
Historic Generators:
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 949-380-8363
Owner/Operator City,State,Zip: ALISO VIEJO, CA 92656-1423 Owner/Operator Address: 61 ARGONAUT
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: MATHEW TRUMBLE
Owner/Operator Indicator: Owner
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 949-380-8363
Owner/Operator City,State,Zip: ALISO VIEJO, CA 92656-1423 Owner/Operator Address: 61 ARGONAUT
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: MATHEW TRUMBLE
Owner/Operator Indicator: Operator
Handler - Owner Operator:
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 20190627
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
KENNEDY PIPELINE COMPANY (Continued) 1025865694
TC07614512.2r Page 97
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Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: POWER AND COMMUNICATION TRANSMISSION LINE CONSTRUCTION NAICS Code: 23492
List of NAICS Codes and Descriptions:
KENNEDY PIPELINE COMPANY (Continued) 1025865694
Universal Waste Indicator: Yes
Off-Site Waste Receipt: No
NoUnderground Injection Control:
NoSmelting Melting and Refining Furnace Exemption:
NoSmall Quantity On-Site Burner Exemption:
NoRecycler Activity with Storage:
NoTransfer Facility Activity:
NoTransporter Activity:
NoMixed Waste Generator:
NoImporter Activity:
NoShort-Term Generator Activity:
OtherOperator Type:
Victor JimenezOperator Name:
OtherOwner Type:
Victor JimenezOwner Name:
ALISO VIEJO, CA 92656Mailing City,State,Zip:
31 ARGONAUTMailing Address:
Not reportedState District:
Not reportedState District Owner:
Handler ActivitiesActive Site Indicator:
Not reportedAccessibility:
Not reportedBiennial Report Cycle:
Not reportedNon-Notifier:
Not a generator, verifiedFederal Waste Generator Description:
Not reportedLand Type:
09EPA Region:
Not reportedContact Title:
[email protected] Email:
949-273-6578Contact Fax:
714-360-8068Contact Telephone:
ALISO VIEJO, CA 92656Contact City,State,Zip:
31 ARGONAUTContact Address:
VICTOR JIMENEZContact Name:
CAL000441567EPA ID:
ALISO VIEJO, CA 92656Handler City,State,Zip:
31 ARGONAUTHandler Address:
Aliso Viejo TowingHandler Name:
20181206Date Form Received by Agency:
RCRA Listings:
693 ft. Site 3 of 4 in cluster E
0.131 mi.
Relative:
Higher
Actual:
471 ft.
1/8-1/4 ALISO VIEJO, CA 92656
SSW 31 ARGONAUT CAL000441567
E20 RCRA NonGen / NLRALISO VIEJO TOWING 1024872919
TC07614512.2r Page 98
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Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 714-360-8068
Owner/Operator City,State,Zip: ALISO VIEJO, CA 92656
Owner/Operator Address: 31 ARGONAUT
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: VICTOR JIMENEZ
Owner/Operator Indicator: Operator
Owner/Operator Email: Not reported
Owner/Operator Fax: Not reported
Owner/Operator Telephone Ext: Not reported
Owner/Operator Telephone: 949-360-8068
Owner/Operator City,State,Zip: ALISO VIEJO, CA 92656
Owner/Operator Address: 31 ARGONAUT
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Other
Owner/Operator Name: VICTOR JIMENEZ
Owner/Operator Indicator: Owner
Handler - Owner Operator:
Sub-Part P Indicator: No
Manifest Broker: No
Recycler Activity Without Storage: No
Exporter of Spent Lead Acid Batteries: No
Importer of Spent Lead Acid Batteries: No
Recognized Trader-Exporter: No
Recognized Trader-Importer: No
Handler Date of Last Change: 20181220
Financial Assurance Required: Not reported
Significant Non-Complier With a Compliance Schedule Universe: No Addressed Significant Non-Complier Universe: No
Unaddressed Significant Non-Complier Universe: No
Significant Non-Complier Universe: No
Groundwater Controls Indicator: N/A
Human Exposure Controls Indicator: N/A
Institutional Control Indicator: No
Environmental Control Indicator: No
Corrective Action Priority Ranking: No NCAPS ranking
Non-TSDFs Where RCRA CA has Been Imposed Universe: No
Subject to Corrective Action Universe: No
202 GPRA Corrective Action Baseline: No
2018 GPRA Renewals Baseline: Not on the Baseline
2018 GPRA Permit Baseline: Not on the Baseline
Sub-Part K Indicator: Not reported
Hazardous Secondary Material Indicator: N
Federal Facility Indicator: Not reported
Active Site State-Reg Handler: ---
Federal Universal Waste: No
Universal Waste Destination Facility: Yes
ALISO VIEJO TOWING (Continued) 1024872919
TC07614512.2r Page 99
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Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES
56299NAICS Code:
List of NAICS Codes and Descriptions:
Not reportedElectronic Manifest Broker:
Not reportedNon Storage Recycler Activity:
YesCurrent Record:
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Not a generator, verifiedFederal Waste Generator Description:
ALISO VIEJO TOWINGHandler Name:
20181206Receive Date:
Historic Generators:
ALISO VIEJO TOWING (Continued) 1024872919
transporter. The manifest signed at the time the waste was accepted three years from the date the waste was accepted by the initial Violation Description: Failure to keep a copy of each properly signed manifest for at least Chapter 12, Section(s) 66262.40(a)
22 CCR 12 66262.40(a) - California Code of Regulations, Title 22,Citation:
09-09-2021Violation Date:
ALISO VIEJO TOWING AND RECOVERYSite Name:
445757Site ID:
Violations:
Chemical Storage FacilitiesCERS Description:
10777825CERS ID:
445757Site ID:
ALISO VIEJO, CA 92656City,State,Zip:
31 ARGONAUTAddress:
ALISO VIEJO TOWING AND RECOVERYName:
CERS:
Hazardous Waste GeneratorCERS Description:
10777825CERS ID:
445757Site ID:
ALISO VIEJO, CA 92656City,State,Zip:
31 ARGONAUTAddress:
ALISO VIEJO TOWING AND RECOVERYName:
CERS HAZ WASTE:
693 ft. Site 4 of 4 in cluster E
0.131 mi.
Relative:
Higher
Actual:
471 ft.
1/8-1/4 ALISO VIEJO, CA 92656
SSW CERS31 ARGONAUT N/A
E21 CERS HAZ WASTEALISO VIEJO TOWING AND RECOVERY S123522862 TC07614512.2r Page 100
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Citation: 22 CCR 15 66265.173 - California Code of Regulations, Title 22, Violation Date: 07-12-2018
ALISO VIEJO TOWING AND RECOVERYSite Name:
445757Site ID:
CERS,Violation Source:
HWViolation Program:
Orange County Environmental HealthViolation Division:
label it as a hazardous waste- a label was left during the inspection. shop, must be managed as a hazardous waste. Obtain a lidded drum and hazardous, the waste absorbent generated at the pickup site and in the waste transporter. Until you have proven this waste absorbent is not until you dispose of it as a hazardous waste through your hazardous saturated, you may continue to use the absorbent at your location your site and dispose of it as hazardous waste or if it is not hazardous waste is problematic. You must bring this waste back to locations when you pick up the vehicles, determining that it is not a analysis. Because the absorbent waste is obtained from numerous the waste is non-hazardous by submitting to a certified lab for this waste as hazardous waste unless you can prove to this agency that below wrecked cars is presumed to be hazardous by this agency. Manage Returned to compliance on 11/13/2018. The waste absorbent waste fromViolation Notes:
generator knowledge or applying testing method.
Failure to determine if wastes generated are hazardous waste by usingViolation Description:
12, Section(s) 66262.11
22 CCR 12 66262.11 - California Code of Regulations, Title 22, ChapterCitation:
07-12-2018Violation Date:
ALISO VIEJO TOWING AND RECOVERYSite Name:
445757Site ID:
CERS,Violation Source:
HMRRPViolation Program:
Orange County Environmental HealthViolation Division:
will be abated when the submittal is accepted.
emergency plan) and submit for review within 30 days. The violation CERS for your site (business activities, materials, map and business Returned to compliance on 12/03/2018. Complete all three sections inViolation Notes:
quantities.
storing/handling a hazardous material at or above reportable Failure to complete and electronically submit a business plan whenViolation Description:
6.95, Section(s) 25508(a)(1)
HSC 6.95 25508(a)(1) - California Health and Safety Code, ChapterCitation:
07-11-2018Violation Date:
ALISO VIEJO TOWING AND RECOVERYSite Name:
445757Site ID:
CERS,Violation Source:
HWViolation Program:
Orange County Environmental HealthViolation Division:
this agency.
within 30 days of this inspection and copy of manifest be provided to years. Waste absorbent must be disposed of by registered hauler is no manifest documenting disposal of this waste in the last three since drum is full, "accumulation start date" is not label and there Accumulation period for storing waste absorbent has been exceededViolation Notes:
designated facility which received the waste.
for transport shall be kept until receiving a signed copy from the ALISO VIEJO TOWING AND RECOVERY (Continued) S123522862
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Site Name: ALISO VIEJO TOWING AND RECOVERY
Site ID: 445757
CERS,Violation Source:
HWViolation Program:
Orange County Environmental HealthViolation Division:
picture of the labeled and lidded waste absorbent drum within 30 days. disposal as a hazardous waste. To abate the violation, send me a either the trash or in the cars. Start accumulating the waste for disposing of waste absorbent from both this site and crash sites in Returned to compliance on 11/13/2018. Immediately discontinueViolation Notes:
authorized according to HSC 6.5.
from DTSC or disposing of hazardous waste at any point which is not Failure to dispose of hazardous waste at a facility which has a permitViolation Description:
Chapter 6.5, Section(s) 25189.5(a),25201(a)
HSC 6.5 25189.5(a),25201(a) - California Health and Safety Code,Citation:
07-12-2018Violation Date:
ALISO VIEJO TOWING AND RECOVERYSite Name:
445757Site ID:
CERS,Violation Source:
HMRRPViolation Program:
Orange County Environmental HealthViolation Division:
to this agency.
conducted within 30 days of this inspection and records be submitted a release or threatened release of hazardous materials, must be employee(s). Training that includes safety procedures in the event of Training in hazardous materials management has not been provided forViolation Notes:
records for a minimum of three years.
hazardous material or failure to document and maintain training safety procedures in the event of a release or threatened release of a Failure to provide initial and annual training to all employees inViolation Description:
6.95, Section(s) 25505(a)(4)
HSC 6.95 25505(a)(4) - California Health and Safety Code, ChapterCitation:
09-09-2021Violation Date:
ALISO VIEJO TOWING AND RECOVERYSite Name:
445757Site ID:
CERS,Violation Source:
HWViolation Program:
Orange County Environmental HealthViolation Division:
within 30 days.
absorbent and waste oil filter containers to abate the violation removing waste. Send me pictures of the labeled and closed waste ensure all hazardous waste containers are closed when not adding or drums that can be maintained lidded, and close these containers and adding or removing waste. CORRECTIVE ACTION: Immediately obtain hazardous waste containers shall be closed at all times except when waste oil filters are stored in sawed off plastic drums. All Returned to compliance on 11/13/2018. OBSERVATION: waste absorbent andViolation Notes:
or cause it to leak.
opened, handled, or stored in a manner which may rupture the container remove waste. (b) A container holding hazardous waste must not be always be closed during storage, except when it is necessary to add or (a) A container holding hazardous waste must
Failure to meet the following container management requirements: Violation Description:
Chapter 15, Section(s) 66265.173
ALISO VIEJO TOWING AND RECOVERY (Continued) S123522862
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within 30 days. The violation will be abated when the submittal is or the one on the CERS site and upload to CERS and submit for review Violation Notes: Returned to compliance on 12/03/2018. Complete the site map I emailed required content.
Failure to complete and electronically submit a site map with allViolation Description:
6.95, Section(s) 25508(a)(1)
HSC 6.95 25508(a)(1) - California Health and Safety Code, ChapterCitation:
07-11-2018Violation Date:
ALISO VIEJO TOWING AND RECOVERYSite Name:
445757Site ID:
CERS,Violation Source:
HWViolation Program:
Orange County Environmental HealthViolation Division:
labeled waste oil drums to abate the violation.
label the filter drum as listed above. Send me a picture of the labels to be affixed to the waste oil drums, put them on the drums and containers are marked with all the required information. I have left Immediately label these containers and ensure that all hazardous waste drained oil filters" with the date of accumulation. CORRECTIVE ACTION:
date. In addition, your waste oil filter drum must be labeled "used 4) physical state; 5) composition (contents); 6) accumulation start Waste ; 2) name and address of generator; 3) hazardous properties; be marked with the following information: 1) the words Hazardous must be appropriately labeled. All hazardous waste containers shall Returned to compliance on 11/13/2018. OBSERVATION: The waste oil drumsViolation Notes:
date.
characteristics of the Hazardous Waste, and starting accumulation name and address of the generator, physical and chemical portable tanks with the following requirements: "Hazardous Waste", Failure to properly label hazardous waste accumulation containers andViolation Description:
Chapter 12, Section(s) 66262.34(f)
22 CCR 12 66262.34(f) - California Code of Regulations, Title 22,Citation:
07-12-2018Violation Date:
ALISO VIEJO TOWING AND RECOVERYSite Name:
445757Site ID:
CERS,Violation Source:
HWViolation Program:
Orange County Environmental HealthViolation Division:
violation.
site, and submit copies to the CUPA by August 15 to abate the manifests and receipts for the last three years, maintain them on review. CORRECTIVE ACTION: Immediately locate a copy of all procedure on site for three years and have them readily available for disposal facility and all receipts used in a consolidated manifesting generators shall retain copies of all manifests signed off by the waste disposal records ] were not found on site. Hazardous waste Returned to compliance on 11/13/2018. OBSERVATION: Copies of hazardousViolation Notes:
designated facility which received the waste.
for transport shall be kept until receiving a signed copy from the transporter. The manifest signed at the time the waste was accepted three years from the date the waste was accepted by the initial Failure to keep a copy of each properly signed manifest for at leastViolation Description:
Chapter 12, Section(s) 66262.40(a)
22 CCR 12 66262.40(a) - California Code of Regulations, Title 22,Citation:
07-12-2018Violation Date:
ALISO VIEJO TOWING AND RECOVERY (Continued) S123522862
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Eval Source: CERS,
Eval Program: HW
Orange County Environmental HealthEval Division:
action.
submitted to this agency by 12/27/21 to avoid further enforcement to this agency. Please be advised that copy of manifest must be scheduled to be picked up today and copy of manifest will be submitted conducted on 9/9/21. Mr. Maldonado stated that waste absorbent is period and correct outstanding violation cited during inspection absorbent that was stored on site beyond permissible accumulation On site for follow up inspection to review manifest for wasteEval Notes:
Other, not routine, done by local agencyEval Type:
NoViolations Found:
12-10-2021Eval Date:
Other/UnknownEval General Type:
Evaluation:
CERS,Violation Source:
HMRRPViolation Program:
Orange County Environmental HealthViolation Division:
the submittal is accepted.
submit for review within 30 days. The violation will be abated when plan I emailed or the one on the CERS site and upload to CERS and Returned to compliance on 12/03/2018. Complete the Emergency ResponseViolation Notes:
hazardous material.
response plan and procedures for a release or threatened release of a Failure to establish and electronically submit an adequate emergencyViolation Description:
6.95, Section(s) 25508(a)(1)
HSC 6.95 25508(a)(1) - California Health and Safety Code, ChapterCitation:
07-11-2018Violation Date:
ALISO VIEJO TOWING AND RECOVERYSite Name:
445757Site ID:
CERS,Violation Source:
HMRRPViolation Program:
Orange County Environmental HealthViolation Division:
https://cers.calepa.ca.gov/
to California Environmental Reporting System (CERS) at
be electronically certified within 30 days of this inspection by going that they are complete, accurate, and up-to-date. HMBP documents must facility have not been reviewed annually and electronically certified be certified annually by March 1st of every year. HMBP for this Please be advised that Hazardous Materials Business Plan (HMBP) mustViolation Notes:
date.
business plan is complete and accurate on or before the annual due Failure to annually review and electronically certify that theViolation Description:
Section(s) 25508.2
HSC 6.95 25508.2 - California Health and Safety Code, Chapter 6.95,Citation:
09-09-2021Violation Date:
ALISO VIEJO TOWING AND RECOVERYSite Name:
445757Site ID:
CERS,Violation Source:
HMRRPViolation Program:
Orange County Environmental HealthViolation Division:
accepted.
ALISO VIEJO TOWING AND RECOVERY (Continued) S123522862
TC07614512.2r Page 104
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advised that "accumulation start date" must be written on the label(s) and waste absorbent (1) drums are stored closed and labeled. Please be trash cans throughout the shop. Waste oil (2), used oil filter (1) shop. I did not observe any hazardous waste in municipal trash or facility, perimeter and inspected hazardous waste storage areas in the Maldonado granted consent to conduct inspection. I walked through Eval Notes: On site to conduct routine hazardous waste inspection. Jorge Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 09-09-2021
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: Orange County Environmental Health
Solid A Sorb [Truncated]
of propane - 110 gallons of Waste Oil - approximately 6000 pounds of following hazardous materials at disclosure threshold: - 40 gallons types of oil does not exceeds 275 gallons. Facility stores the each type of oil does not exceed 55 gallons and total volume of all gallons of diesel engine oil are exempt from reporting since volume of 30 days of this inspection. The 55 gallons of new motor oil and 55 Please report/submit inventory form for this material to CERS within absorbent, Solid A Sorb (Diotamceous Earth) at disclosure threshold. last inspection or previous reporting period. Facility is now storing types and/or volumes of the hazardous material stored on site since material storage areas throughout the shop. There has been changes in inspection. I walked through facility and inspected hazardous emergency plan inspection. Jorge Maldonado granted consent to conduct Eval Notes: On site to conduct hazardous materials chemical inventory and business Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 09-09-2021
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: Orange County Environmental Health
ental-health-services/resources/fees-services for more [Truncated] https://www.ochealthinfo.com/about-hca/public-health-services/environm Management Program Fee Schedule at
refer to HCA Environmental Health Division, Hazardous Materials subsequent re-inspections may be conducted at an hourly rate. Please to avoid further enforcement action. Please be advised that second or been submitted to CERS. Violations must be complied with by 12/27/21 up-to date. Violation cannot be corrected since documents have not Hazardous Materials Business Plan (HMBP) is complete, accurate and regarding failure to annually review and electronically certify that corrected since training has not been conducted. - Violation I463 hazardous materials training for employees. Violation cannot be conducted on 9/9/21: - Violation I239 regarding failure to provide following outstanding violations cited during routine inspection Eval Notes: On site to conduct follow up inspection to discuss and correct the Eval Type: Other, not routine, done by local agency
Violations Found: No
Eval Date: 12-10-2021
Eval General Type: Other/Unknown
ALISO VIEJO TOWING AND RECOVERY (Continued) S123522862
TC07614512.2r Page 105
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EPA ID NumberDatabase(s)SiteElevation
Longitude: -117.726130
Latitude: 33.592020
Ref Point Type Desc: Center of a facility or station.,
Coord Name: Not reported
Program ID: 10777825
Env Int Type Code: HMBP
Facility Name: ALISO VIEJO TOWING AND RECOVERY
Site ID: 445757
Coordinates:
Eval Source: CERS,
Eval Program: HW
Eval Division: Orange County Environmental Health
to Eddie Gueva
Argonaut, Aliso Viejo, CA Emailed copy of report to owner- Victor and Eval Notes: New hazardous waste generator Aliso Viejo Towing and Recovery Inc, 31 Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 07-11-2018
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HMRRP
Eval Division: Orange County Environmental Health
and requesting a [Truncated]
be electronically submitted by going to http://cers.calepa.ca.gov/ Facility Site Map - Business Emergency Plan The above documents can Identification form - Hazardous Material Chemical Inventory forms - days of this inspection: - Business Activities form - Owner/Operator notified) to electronically submit the following documents within 30 hazard category flammable and OHH The facility is required (and is category combustible IIIB is used for waste/used oil. Use federal gallons of DEF *For your reference, CAS # 64742-57-0, and hazard quantities: - 110 gallons of used oil - 40 gallons of propane - 330 the following hazardous materials that exceed the required disclosure materials storage area were reviewed at this time. The facility has inspect and take photographs was given by - Eddie Gueva Hazardous business emergency plan inspection this date, consent to enter, Eval Notes: On site to conduct a new hazardous materials chemical inventory and Eval Type: Routine done by local agency
Violations Found: Yes
Eval Date: 07-11-2018
Eval General Type: Compliance Evaluation Inspection
Eval Source: CERS,
Eval Program: HW
Eval Division: Orange County Environmental Health
absorbent must be disposed [Truncated]
documenting disposal of this waste in the last three years. Waste "accumulation start date" is not label and there is no manifest for storing waste absorbent has been exceeded since drum is full, disposed outside of CA. Manifests were reviewed. Accumulation period for proper disposal within 180 days of that date in CA or 270 days if site, then have all waste hauled off site by a registered transporter when there is 27 gallons or 220 pound of hazardous waste stored on ALISO VIEJO TOWING AND RECOVERY (Continued) S123522862
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Affiliation State: CA
Affiliation City: Aliso Viejo
31 ArgonautAffiliation Address:
Not reportedEntity Title:
Victor JimenezEntity Name:
Legal OwnerAffiliation Type Desc:
,Affiliation Phone:
92656Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
Aliso ViejoAffiliation City:
31 ArgonautAffiliation Address:
Not reportedEntity Title:
EDDIE CUEVAEntity Name:
Environmental ContactAffiliation Type Desc:
(949) 360-8068,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
Victor JimenezEntity Name:
OperatorAffiliation Type Desc:
,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
ownerEntity Title:
Victor JimenezEntity Name:
Identification SignerAffiliation Type Desc:
,Affiliation Phone:
92656Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
Aliso ViejoAffiliation City:
31 ArgonautAffiliation Address:
Not reportedEntity Title:
Mailing AddressEntity Name:
Facility Mailing AddressAffiliation Type Desc:
(714) 433-6406,Affiliation Phone:
92705-5611Affiliation Zip:
Not reportedAffiliation Country:
CAAffiliation State:
Santa AnaAffiliation City:
1241 East Dyer RoadSuite 120Affiliation Address:
Not reportedEntity Title:
Orange County Env HealthEntity Name:
CUPA DistrictAffiliation Type Desc:
Affiliation:
ALISO VIEJO TOWING AND RECOVERY (Continued) S123522862
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Affiliation Phone: ,
Affiliation Zip: Not reported
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
ALISO VIEJO TOWING AND RECOVERYEntity Name:
Parent CorporationAffiliation Type Desc:
,Affiliation Phone:
Not reportedAffiliation Zip:
Not reportedAffiliation Country:
Not reportedAffiliation State:
Not reportedAffiliation City:
Not reportedAffiliation Address:
Not reportedEntity Title:
EDDIE CUEVAEntity Name:
Document PreparerAffiliation Type Desc:
(949) 360-8068,Affiliation Phone:
92656Affiliation Zip:
United StatesAffiliation Country:
ALISO VIEJO TOWING AND RECOVERY (Continued) S123522862
Owner Name: Jeffrey Stewart
Mailing City,State,Zip: ALISO VIEJO, CA 92656
35 ARGONAUTMailing Address:
Not reportedState District:
Not reportedState District Owner:
Handler ActivitiesActive Site Indicator:
Not reportedAccessibility:
Not reportedBiennial Report Cycle:
Not reportedNon-Notifier:
Small Quantity GeneratorFederal Waste Generator Description:
PrivateLand Type:
09EPA Region:
Not reportedContact Title:
Not reportedContact Email:
Not reportedContact Fax:
949-855-8010Contact Telephone:
ALISO VIEJO, CA 92656Contact City,State,Zip:
35 ARGONAUTContact Address:
LUIS SORIANOContact Name:
CAR000057828EPA ID:
ALISO VIEJO, CA 92656Handler City,State,Zip:
35 ARGONAUTHandler Address:
Para Tech Coating IncHandler Name:
19991013Date Form Received by Agency:
RCRA Listings:
CERS
HAZNET
712 ft. HWTS
0.135 mi. ECHO
Relative:
Higher
Actual:
463 ft.
1/8-1/4 FINDSALISO VIEJO, CA 92656
SSW CERS HAZ WASTE35 ARGONAUT CAR000057828
22 RCRA-SQGPARA TECH COATING INC 1001815610
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EPA ID NumberDatabase(s)SiteElevation
Owner/Operator Address: 35 ARGONAUT
Date Ended Current: Not reported
Date Became Current: Not reported
Legal Status: Private
Owner/Operator Name: JEFFREY STEWART
Owner/Operator Indicator: Owner
Handler - Owner Operator:
Waste Description: Ignitable Waste
Waste Code: D001
Hazardous Waste Summary:
Sub-Part P Indicator: No
Manifest Broker: Not reported
Recycler Activity Without Storage: Not reported
NoExporter of Spent Lead Acid Batteries:
NoImporter of Spent Lead Acid Batteries:
NoRecognized Trader-Exporter:
NoRecognized Trader-Importer:
20021007Handler Date of Last Change:
Not reportedFinancial Assurance Required:
NoSignificant Non-Complier With a Compliance Schedule Universe:
NoAddressed Significant Non-Complier Universe:
NoUnaddressed Significant Non-Complier Universe:
NoSignificant Non-Complier Universe:
N/AGroundwater Controls Indicator:
N/AHuman Exposure Controls Indicator:
NoInstitutional Control Indicator:
NoEnvironmental Control Indicator:
No NCAPS rankingCorrective Action Priority Ranking:
NoNon-TSDFs Where RCRA CA has Been Imposed Universe:
NoSubject to Corrective Action Universe:
No202 GPRA Corrective Action Baseline:
Not on the Baseline2018 GPRA Renewals Baseline:
Not on the Baseline2018 GPRA Permit Baseline:
Not reportedSub-Part K Indicator:
NNHazardous Secondary Material Indicator:
Not reportedFederal Facility Indicator:
---Active Site State-Reg Handler:
NoFederal Universal Waste:
NoUniversal Waste Destination Facility:
NoUniversal Waste Indicator:
NoOff-Site Waste Receipt:
NoUnderground Injection Control:
NoSmelting Melting and Refining Furnace Exemption:
NoSmall Quantity On-Site Burner Exemption:
NoRecycler Activity with Storage:
NoTransfer Facility Activity:
NoTransporter Activity:
NoMixed Waste Generator:
NoImporter Activity:
NoShort-Term Generator Activity:
Not reportedOperator Type:
Not reportedOperator Name:
PrivateOwner Type:
PARA TECH COATING INC (Continued) 1001815610
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EPA ID NumberDatabase(s)SiteElevation
transporters, and treatment, storage, and disposal facilities. provides information on hazardous waste shipments for generators, California’s Hazardous Waste Tracking System Data Mart (HWTS-DATAMART) storers, and disposers of hazardous waste.
types of information about generators, transporters, treaters, Hazardous and Solid Waste Amendments (HSWA) of 1984. It tracks many Resource Conservation and Recovery Act (RCRA) of 1976 and the (RCRAInfo) is EPA’s comprehensive information system in support of the The Resource Conservation and Recovery Act Information System Environmental Interest/Information System:
Click Here for FRS Facility Detail Report:
Registry ID: 110002930437
FINDS:
CERS Description: Hazardous Waste Generator
CERS ID: 10548292
Site ID: 418870
City,State,Zip: ALISO VIEJO, CA 92656
Address: 35 ARGONAUT
Name: PARA TECH COATING INC
CERS HAZ WASTE:
Evaluations: No Evaluations Found
Evaluation Action Summary:
Violations: No Violations Found
Facility Has Received Notices of Violations:
No NAICS Codes FoundNAICS Codes:
List of NAICS Codes and Descriptions:
Not reportedElectronic Manifest Broker:
Not reportedNon Storage Recycler Activity:
YesCurrent Record:
NoSpent Lead Acid Battery Exporter:
NoSpent Lead Acid Battery Importer:
NoRecognized Trader Exporter:
NoRecognized Trader Importer:
NoLarge Quantity Handler of Universal Waste:
Not reportedState District Owner:
Small Quantity GeneratorFederal Waste Generator Description:
PARA TECH COATING INCHandler Name:
19991013Receive Date:
Historic Generators:
Not reportedOwner/Operator Email:
Not reportedOwner/Operator Fax:
Not reportedOwner/Operator Telephone Ext:
949-855-8010Owner/Operator Telephone:
ALISO VIEJO, CA 92656Owner/Operator City,State,Zip:
PARA TECH COATING INC (Continued) 1001815610
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Facility Zip: 926564151
Facility State: CA
Not reportedFacility County:
ALISO VIEJOFacility City:
Not reportedFacility Address 2:
35 ARGONAUTFacility Address:
PARA TECH COATING INCFacility Name:
Not reportedInactive Date:
2000-04-26 00:00:00Issued EPA ID Date:
Coating, Engraving, Heat Treating, and Allied ActivitiesNAICS Description:
3328NAICS Code:
2002-03-14 16:36:30.000Create Date:
CAR000057828EPA ID:
NAICS:
-117.72548Longitude:
33.59196Latitude:
FEDERALCategory:
PERMANENTFacility Type:
ActiveFacility Status:
Not reportedContact Fax:
Not reportedContact Phone:
ALISO VIEJO, CA 92656City,State,Zip:
Not reportedContact Address 2:
35 ARGONAUT A-1Contact Address:
PATRICIA LANGRAPHIContact Name:
Not reportedOwner Fax:
Not reportedOwner Phone:
ALISO VIEJO, CA 926564151Owner City,State,Zip:
Not reportedOwner Address 2:
35 ARGONAUTOwner Address:
PAUL STEWARTOwner Name:
ALISO VIEJO, CA 926564151Mailing City,State,Zip:
Not reportedMailing Address 2:
35 ARGONAUT A-1Mailing Address:
Not reportedMailing Name:
Not reportedLast Act Date:
04/26/2000Create Date:
Not reportedInactive Date:
CAR000057828EPA ID:
ALISO VIEJO, CA 92656City,State,Zip:
Not reportedAddress 2:
35 ARGONAUTAddress:
PARA TECH COATINGName:
HWTS:
ALISO VIEJO, CA 92656City,State,Zip:
35 ARGONAUTAddress:
PARA TECH COATING INCName:
http://echo.epa.gov/detailed-facility-report?fid=110002930437DFR URL:
110002930437Registry ID:
1001815610Envid:
ECHO:
additional FINDS: detail in the EDR Site Report.
Click this hyperlink while viewing on your computer to access PARA TECH COATING INC (Continued) 1001815610
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EPA ID NumberDatabase(s)SiteElevation
Tons: 0.00000
Regeneration, Organics Recovery Ect
Disposal Method: H039 - Other Recovery Of Reclamation For Reuse Including Acid 221 - Waste oil and mixed oilCA Waste Code:
CAT080013352TSD EPA ID:
CAR000057828Gepaid:
2019Year:
0.19Tons:
Regeneration, Organics Recovery Ect
H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method:
221 - Waste oil and mixed oilCA Waste Code:
CAT080013352TSD EPA ID:
CAR000057828Gepaid:
2020Year:
1.6Tons:
Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsDisposal Method:
181 - Other inorganic solid wasteCA Waste Code:
NVT330010000TSD EPA ID:
CAR000057828Gepaid:
2020Year:
2.4Tons:
Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsDisposal Method:
181 - Other inorganic solid wasteCA Waste Code:
NVT330010000TSD EPA ID:
CAR000057828Gepaid:
2021Year:
35 ARGONAUT A-1Mailing Address:
Not reportedMailing Name:
9499008860Telephone:
PATRICIA LANGRAPHIContact:
ALISO VIEJO, CA 926564151City,State,Zip:
Not reportedAddress 2:
35 ARGONAUTAddress:
PARA TECH COATINGName:
HAZNET:
926564151Facility Zip:
CAFacility State:
Not reportedFacility County:
ALISO VIEJOFacility City:
Not reportedFacility Address 2:
35 ARGONAUTFacility Address:
PARA TECH COATING INCFacility Name:
Not reportedInactive Date:
2000-04-26 00:00:00Issued EPA ID Date:
Costume Jewelry and Novelty ManufacturingNAICS Description:
339914NAICS Code:
2007-04-03 13:26:14.080Create Date:
CAR000057828EPA ID:
PARA TECH COATING INC (Continued) 1001815610
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Trans EPA ID: CAR000172189
Manifest ID: 020952242JJK
7/28/2020Receipt Date:
8/14/2020Creation Date:
7/23/2020Shipment Date:
CAR000057828Gen EPA ID:
2021Year:
Additional Info:
44 additional CA HAZNET: record(s) in the EDR Site Report.
Click this hyperlink while viewing on your computer to access Tons: 2.736
Disposal Method: H020 - Solvents Recovery
214 - Unspecified solvent mixtureCA Waste Code:
MXC130619001TSD EPA ID:
CAR000057828Gepaid:
2017Year:
0.589Tons:
Regeneration, Organics Recovery Ect
H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method:
221 - Waste oil and mixed oilCA Waste Code:
CAT080013352TSD EPA ID:
CAR000057828Gepaid:
2017Year:
0.396Tons:
H020 - Solvents RecoveryDisposal Method:
214 - Unspecified solvent mixtureCA Waste Code:
MXC130619001TSD EPA ID:
CAR000057828Gepaid:
2017Year:
0.00000Tons:
Regeneration, Organics Recovery Ect
H039 - Other Recovery Of Reclamation For Reuse Including AcidDisposal Method:
221 - Waste oil and mixed oilCA Waste Code:
CAT080013352TSD EPA ID:
CAR000057828Gepaid:
2018Year:
1.39800Tons:
H020 - Solvents RecoveryDisposal Method:
331 - Off-specification, aged or surplus organicsCA Waste Code:
MXC130619001TSD EPA ID:
CAR000057828Gepaid:
2018Year:
2.12400Tons:
H020 - Solvents RecoveryDisposal Method:
214 - Unspecified solvent mixtureCA Waste Code:
MXC130619001TSD EPA ID:
CAR000057828Gepaid:
2018Year:
PARA TECH COATING INC (Continued) 1001815610
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EPA ID NumberDatabase(s)SiteElevation
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
US ECOLOGY NEVADA, INCTrans Name:
NVT330010000TSDF EPA ID:
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
AMBERWICK CORPORATIONTrans Name:
CAR000172189Trans EPA ID:
022117985JJKManifest ID:
10/13/2020Receipt Date:
10/17/2020Creation Date:
10/5/2020Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
50Waste Quantity:
0.19Quantity Tons:
Regeneration, Organics Recovery Ect
H039 - Other Recovery Of Reclamation For Reuse Including AcidMeth Code:
Not reportedRCRA Code:
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
WORLD OIL RECYCLINGTrans Name:
CAT080013352TSDF EPA ID:
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
HTS ENVIRONMENTAL SERVICESTrans Name:
CAR000129759Trans EPA ID:
021174458JJKManifest ID:
3/2/2020Receipt Date:
3/18/2020Creation Date:
2/24/2020Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
PQuantity Unit:
1400Waste Quantity:
0.7Quantity Tons:
Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsMeth Code:
Not reportedRCRA Code:
181 - Other inorganic solid waste OrganicsWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
US ECOLOGY NEVADA, INCTrans Name:
NVT330010000TSDF EPA ID:
ARO TRUCKING INCTrans 2 Name:
CAR000045963Trans 2 EPA ID:
AMBERWICK CORPORATIONTrans Name:
PARA TECH COATING INC (Continued) 1001815610
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EPA ID NumberDatabase(s)SiteElevation
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
WORLD OIL RECYCLINGTrans Name:
CAT080013352TSDF EPA ID:
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
HTS ENVIRONMENTAL SERVICESTrans Name:
CAR000129759Trans EPA ID:
021174458JJKManifest ID:
3/2/2020Receipt Date:
3/18/2020Creation Date:
2/24/2020Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
PQuantity Unit:
1400Waste Quantity:
0.7Quantity Tons:
Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsMeth Code:
Not reportedRCRA Code:
181 - Other inorganic solid waste OrganicsWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
US ECOLOGY NEVADA, INCTrans Name:
NVT330010000TSDF EPA ID:
ARO TRUCKING INCTrans 2 Name:
CAR000045963Trans 2 EPA ID:
AMBERWICK CORPORATIONTrans Name:
CAR000172189Trans EPA ID:
020952242JJKManifest ID:
7/28/2020Receipt Date:
8/14/2020Creation Date:
7/23/2020Shipment Date:
CAR000057828Gen EPA ID:
2020Year:
Additional Info:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
PQuantity Unit:
1800Waste Quantity:
0.9Quantity Tons:
Landfill( To Include On-Site Treatment And/Or Stabilization) H132 - Landfill Or Surface Impoundment That Will Be Closed AsMeth Code:
Not reportedRCRA Code:
181 - Other inorganic solid waste OrganicsWaste Code Description:
PARA TECH COATING INC (Continued) 1001815610
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TSDF Address 1: HWY 95 11 MI S OF BEATTY
TSDF Name: US ECOLOGY NEVADA, INC
TSDF EPA ID: NVT330010000
Transporter 2 Emergency Number: Not reported
Transporter 2 EPA ID: CAR000045963
Transporter 1 Emergency Number: Not reported
Transporter 1 EPA ID: CAR000172189
Contact Telephone: 626-961-9326
Contact: Not reported
Telephone: 626-961-9326
Zip: 92656
City: ALISO VIEJO
Address 2: Not reported
Address: 35 ARGONAUT
Name: PARA TECH COATING INC
Generator EPA ID: CAR000057828
Manifest Number: 020952242JJK
Receipt Date: 7/28/2020
Shipment Date: 7/23/2020
EM Manifest ID: 79d17735-63cf-4875-b7ba-f8150d01f662
Year: 2020
Detail Two:
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: P
Waste Quantity: 1800
Quantity Tons: 0.9
Landfill( To Include On-Site Treatment And/Or Stabilization) Meth Code: H132 - Landfill Or Surface Impoundment That Will Be Closed As RCRA Code: Not reported
Waste Code Description: 181 - Other inorganic solid waste Organics TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: US ECOLOGY NEVADA, INC
TSDF EPA ID: NVT330010000
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: AMBERWICK CORPORATION
Trans EPA ID: CAR000172189
Manifest ID: 022117985JJK
Receipt Date: 10/13/2020
Creation Date: 10/17/2020
Shipment Date: 10/5/2020
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 50
Quantity Tons: 0.19
Regeneration, Organics Recovery Ect
PARA TECH COATING INC (Continued) 1001815610
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Quantity Tons: 0.54000
Method Code: H020
Line Number: 1
Manifest Number: 019173508JJK
Shipment Date: 2018-08-07
Generator EPA ID: CAR000057828
EM Manifest ID: 019173508JJK20180807_D_1
Year: 2019
Federal:
Not reportedTSDF Telephone:
Not reportedTSDF Zip:
Not reportedTSDF City:
Not reportedTSDF Address 2:
Not reportedTSDF Address 1:
RECICLADORA TEMARRY DE MEXICO SA DE CVTSDF Name:
MXC130619001TSDF EPA ID:
Not reportedTransporter 2 Emergency Number:
CAR000194217Transporter 2 EPA ID:
Not reportedTransporter 1 Emergency Number:
CAR000129759Transporter 1 EPA ID:
Not reportedContact Telephone:
Not reportedContact:
Not reportedTelephone:
Not reportedZip:
Not reportedCity:
Not reportedAddress 2:
Not reportedAddress:
PARA TECH COATING INCName:
CAR000057828Generator EPA ID:
019173508JJKManifest Number:
8/10/2018Receipt Date:
8/7/2018Shipment Date:
019173508JJK20180807_D_1EM Manifest ID:
2019Year:
Detail Two:
181State Code:
PoundsQuantity Type:
Metal drums, barrels, kegsType of Container:
2Number of Containers:
PQuantity Unit:
1400.000000Quantity Waste:
0.70000Quantity Tons:
H132Method Code:
1Line Number:
020952242JJKManifest Number:
2020-07-23Shipment Date:
CAR000057828Generator EPA ID:
79d17735-63cf-4875-b7ba-f8150d01f662EM Manifest ID:
2020Year:
State:
800-839-3975TSDF Telephone:
89003TSDF Zip:
BEATTYTSDF City:
Not reportedTSDF Address 2:
PARA TECH COATING INC (Continued) 1001815610
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Line Number: 1
Manifest Number: 018408633JJK
2018-07-05Shipment Date:
CAR000057828Generator EPA ID:
018408633JJK20180705_D_1EM Manifest ID:
2019Year:
Federal:
Not reportedTSDF Telephone:
Not reportedTSDF Zip:
Not reportedTSDF City:
Not reportedTSDF Address 2:
Not reportedTSDF Address 1:
RECICLADORA TEMARRY DE MEXICO SA DE CVTSDF Name:
MXC130619001TSDF EPA ID:
Not reportedTransporter 2 Emergency Number:
CAR000194217Transporter 2 EPA ID:
Not reportedTransporter 1 Emergency Number:
CAR000129759Transporter 1 EPA ID:
Not reportedContact Telephone:
Not reportedContact:
Not reportedTelephone:
Not reportedZip:
Not reportedCity:
Not reportedAddress 2:
Not reportedAddress:
PARA TECH COATING INCName:
CAR000057828Generator EPA ID:
018408633JJKManifest Number:
7/12/2018Receipt Date:
7/5/2018Shipment Date:
018408633JJK20180705_D_1EM Manifest ID:
2019Year:
214State Code:
NULLQuantity Type:
NULLType of Container:
3Number of Containers:
GQuantity Unit:
150.000000Quantity Waste:
0.54000Quantity Tons:
H020Method Code:
1Line Number:
019173508JJKManifest Number:
2018-08-07Shipment Date:
CAR000057828Generator EPA ID:
019173508JJK20180807_D_1EM Manifest ID:
2019Year:
State:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
3Number of Containers:
GQuantity Unit:
150.000000Quantity Waste:
PARA TECH COATING INC (Continued) 1001815610
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Generator EPA ID: CAR000057828
EM Manifest ID: 017524486JJK20170926_D_1
Year: 2018
Federal:
TSDF Telephone: Not reported
TSDF Zip: Not reported
TSDF City: Not reported
TSDF Address 2: Not reported
TSDF Address 1: Not reported
TSDF Name: RECICLADORA TEMARRY DE MEXICO SA DE CV
TSDF EPA ID: MXC130619001
Transporter 2 Emergency Number: Not reported
Transporter 2 EPA ID: CAR000194217
Transporter 1 Emergency Number: Not reported
Transporter 1 EPA ID: CAR000129759
Contact Telephone: Not reported
Contact: Not reported
Telephone: Not reported
Zip: Not reported
City: Not reported
Address 2: Not reported
Address: Not reported
Name: PARA TECH COATING INC
Generator EPA ID: CAR000057828
Manifest Number: 017524486JJK
Receipt Date: 10/2/2017
9/26/2017Shipment Date:
017524486JJK20170926_D_1EM Manifest ID:
2018Year:
Detail Two:
214State Code:
NULLQuantity Type:
NULLType of Container:
2Number of Containers:
GQuantity Unit:
110.000000Quantity Waste:
0.39600Quantity Tons:
H020Method Code:
1Line Number:
018408633JJKManifest Number:
2018-07-05Shipment Date:
CAR000057828Generator EPA ID:
018408633JJK20180705_D_1EM Manifest ID:
2019Year:
State:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
2Number of Containers:
GQuantity Unit:
110.000000Quantity Waste:
0.39600Quantity Tons:
H020Method Code:
PARA TECH COATING INC (Continued) 1001815610
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Federal Code: F003
Quantity Type: NULL
NULLType of Container:
1Number of Containers:
PQuantity Unit:
25.000000Quantity Waste:
0.01250Quantity Tons:
H020Method Code:
2Line Number:
017524486JJKManifest Number:
2017-09-26Shipment Date:
CAR000057828Generator EPA ID:
017524486JJK20170926_D_1EM Manifest ID:
2018Year:
D018Federal Code:
NULLQuantity Type:
NULLType of Container:
1Number of Containers:
PQuantity Unit:
25.000000Quantity Waste:
0.01250Quantity Tons:
H020Method Code:
2Line Number:
017524486JJKManifest Number:
2017-09-26Shipment Date:
CAR000057828Generator EPA ID:
017524486JJK20170926_D_1EM Manifest ID:
2018Year:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
1Number of Containers:
PQuantity Unit:
25.000000Quantity Waste:
0.01250Quantity Tons:
H020Method Code:
2Line Number:
017524486JJKManifest Number:
2017-09-26Shipment Date:
CAR000057828Generator EPA ID:
017524486JJK20170926_D_1EM Manifest ID:
2018Year:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
1Number of Containers:
PQuantity Unit:
75.000000Quantity Waste:
0.03750Quantity Tons:
H020Method Code:
1Line Number:
017524486JJKManifest Number:
2017-09-26Shipment Date:
PARA TECH COATING INC (Continued) 1001815610
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TSDF Telephone: Not reported
TSDF Zip: Not reported
Not reportedTSDF City:
Not reportedTSDF Address 2:
Not reportedTSDF Address 1:
RECICLADORA TEMARRY DE MEXICO SA DE CVTSDF Name:
MXC130619001TSDF EPA ID:
Not reportedTransporter 2 Emergency Number:
CAR000163824Transporter 2 EPA ID:
Not reportedTransporter 1 Emergency Number:
CAR000129759Transporter 1 EPA ID:
Not reportedContact Telephone:
Not reportedContact:
Not reportedTelephone:
Not reportedZip:
Not reportedCity:
Not reportedAddress 2:
Not reportedAddress:
PARA TECH COATING INCName:
CAR000057828Generator EPA ID:
017524359JJKManifest Number:
9/22/2017Receipt Date:
9/12/2017Shipment Date:
017524359JJK20170912_D_1EM Manifest ID:
2018Year:
343State Code:
NULLQuantity Type:
NULLType of Container:
1Number of Containers:
PQuantity Unit:
25.000000Quantity Waste:
0.01250Quantity Tons:
H020Method Code:
2Line Number:
017524486JJKManifest Number:
2017-09-26Shipment Date:
CAR000057828Generator EPA ID:
017524486JJK20170926_D_1EM Manifest ID:
2018Year:
331State Code:
NULLQuantity Type:
NULLType of Container:
1Number of Containers:
PQuantity Unit:
75.000000Quantity Waste:
0.03750Quantity Tons:
H020Method Code:
1Line Number:
017524486JJKManifest Number:
2017-09-26Shipment Date:
CAR000057828Generator EPA ID:
017524486JJK20170926_D_1EM Manifest ID:
2018Year:
State:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 121
1369
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
TSDF City: Not reported
TSDF Address 2: Not reported
Not reportedTSDF Address 1:
RECICLADORA TEMARRY DE MEXICO SA DE CVTSDF Name:
MXC130619001TSDF EPA ID:
Not reportedTransporter 2 Emergency Number:
CAR000163824Transporter 2 EPA ID:
Not reportedTransporter 1 Emergency Number:
CAR000129759Transporter 1 EPA ID:
Not reportedContact Telephone:
Not reportedContact:
Not reportedTelephone:
Not reportedZip:
Not reportedCity:
Not reportedAddress 2:
Not reportedAddress:
PARA TECH COATING INCName:
CAR000057828Generator EPA ID:
017523835JJKManifest Number:
7/21/2017Receipt Date:
7/14/2017Shipment Date:
017523835JJK20170714_D_1EM Manifest ID:
2018Year:
214State Code:
NULLQuantity Type:
NULLType of Container:
3Number of Containers:
GQuantity Unit:
165.000000Quantity Waste:
0.59400Quantity Tons:
H020Method Code:
1Line Number:
017524359JJKManifest Number:
2017-09-12Shipment Date:
CAR000057828Generator EPA ID:
017524359JJK20170912_D_1EM Manifest ID:
2018Year:
State:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
3Number of Containers:
GQuantity Unit:
165.000000Quantity Waste:
0.59400Quantity Tons:
H020Method Code:
1Line Number:
017524359JJKManifest Number:
2017-09-12Shipment Date:
CAR000057828Generator EPA ID:
017524359JJK20170912_D_1EM Manifest ID:
2018Year:
Federal:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 122
1370
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
TSDF Address 1: Not reported
TSDF Name: RECICLADORA TEMARRY DE MEXICO SA DE CV
MXC130619001TSDF EPA ID:
Not reportedTransporter 2 Emergency Number:
CAR000194217Transporter 2 EPA ID:
Not reportedTransporter 1 Emergency Number:
CAR000129759Transporter 1 EPA ID:
Not reportedContact Telephone:
Not reportedContact:
Not reportedTelephone:
Not reportedZip:
Not reportedCity:
Not reportedAddress 2:
Not reportedAddress:
PARA TECH COATING INCName:
CAR000057828Generator EPA ID:
018407313JJKManifest Number:
6/13/2018Receipt Date:
6/7/2018Shipment Date:
018407313JJK20180607_D_1EM Manifest ID:
2018Year:
214State Code:
NULLQuantity Type:
NULLType of Container:
4Number of Containers:
GQuantity Unit:
220.000000Quantity Waste:
0.79200Quantity Tons:
H020Method Code:
1Line Number:
017523835JJKManifest Number:
2017-07-14Shipment Date:
CAR000057828Generator EPA ID:
017523835JJK20170714_D_1EM Manifest ID:
2018Year:
State:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
4Number of Containers:
GQuantity Unit:
220.000000Quantity Waste:
0.79200Quantity Tons:
H020Method Code:
1Line Number:
017523835JJKManifest Number:
2017-07-14Shipment Date:
CAR000057828Generator EPA ID:
017523835JJK20170714_D_1EM Manifest ID:
2018Year:
Federal:
Not reportedTSDF Telephone:
Not reportedTSDF Zip:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 123
1371
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
TSDF EPA ID: MXC130619001
Transporter 2 Emergency Number: Not reported
CAR000194217Transporter 2 EPA ID:
Not reportedTransporter 1 Emergency Number:
CAR000129759Transporter 1 EPA ID:
Not reportedContact Telephone:
Not reportedContact:
Not reportedTelephone:
Not reportedZip:
Not reportedCity:
Not reportedAddress 2:
Not reportedAddress:
PARA TECH COAING INCName:
CAR000057828Generator EPA ID:
016687182JJKManifest Number:
5/17/2017Receipt Date:
5/12/2017Shipment Date:
016687182JJK20170512_D_1EM Manifest ID:
2018Year:
214State Code:
NULLQuantity Type:
NULLType of Container:
6Number of Containers:
GQuantity Unit:
330.000000Quantity Waste:
1.18800Quantity Tons:
H020Method Code:
1Line Number:
018407313JJKManifest Number:
2018-06-07Shipment Date:
CAR000057828Generator EPA ID:
018407313JJK20180607_D_1EM Manifest ID:
2018Year:
State:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
6Number of Containers:
GQuantity Unit:
330.000000Quantity Waste:
1.18800Quantity Tons:
H020Method Code:
1Line Number:
018407313JJKManifest Number:
2018-06-07Shipment Date:
CAR000057828Generator EPA ID:
018407313JJK20180607_D_1EM Manifest ID:
2018Year:
Federal:
Not reportedTSDF Telephone:
Not reportedTSDF Zip:
Not reportedTSDF City:
Not reportedTSDF Address 2:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 124
1372
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Transporter 2 EPA ID: CAR000194217
Transporter 1 Emergency Number: Not reported
CAR000129759Transporter 1 EPA ID:
Not reportedContact Telephone:
Not reportedContact:
Not reportedTelephone:
Not reportedZip:
Not reportedCity:
Not reportedAddress 2:
Not reportedAddress:
PARA TECH COATING INCName:
CAR000057828Generator EPA ID:
016686763JJKManifest Number:
4/19/2017Receipt Date:
4/5/2017Shipment Date:
016686763JJK20170405_D_1EM Manifest ID:
2018Year:
214State Code:
NULLQuantity Type:
NULLType of Container:
3Number of Containers:
GQuantity Unit:
165.000000Quantity Waste:
0.59400Quantity Tons:
H020Method Code:
1Line Number:
016687182JJKManifest Number:
2017-05-12Shipment Date:
CAR000057828Generator EPA ID:
016687182JJK20170512_D_1EM Manifest ID:
2018Year:
State:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
3Number of Containers:
GQuantity Unit:
165.000000Quantity Waste:
0.59400Quantity Tons:
H020Method Code:
1Line Number:
016687182JJKManifest Number:
2017-05-12Shipment Date:
CAR000057828Generator EPA ID:
016687182JJK20170512_D_1EM Manifest ID:
2018Year:
Federal:
Not reportedTSDF Telephone:
Not reportedTSDF Zip:
Not reportedTSDF City:
Not reportedTSDF Address 2:
Not reportedTSDF Address 1:
RECICLADORA TEMARRY DE MEXICO SA DE CVTSDF Name:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 125
1373
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Transporter 1 EPA ID: CAR000129759
Contact Telephone: Not reported
Not reportedContact:
Not reportedTelephone:
Not reportedZip:
Not reportedCity:
Not reportedAddress 2:
Not reportedAddress:
PARA TECH COATING INCName:
CAR000057828Generator EPA ID:
018408264JJKManifest Number:
4/16/2018Receipt Date:
4/10/2018Shipment Date:
018408264JJK20180410_D_1EM Manifest ID:
2018Year:
214State Code:
NULLQuantity Type:
NULLType of Container:
2Number of Containers:
GQuantity Unit:
110.000000Quantity Waste:
0.39600Quantity Tons:
H020Method Code:
1Line Number:
016686763JJKManifest Number:
2017-04-05Shipment Date:
CAR000057828Generator EPA ID:
016686763JJK20170405_D_1EM Manifest ID:
2018Year:
State:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
2Number of Containers:
GQuantity Unit:
110.000000Quantity Waste:
0.39600Quantity Tons:
H020Method Code:
1Line Number:
016686763JJKManifest Number:
2017-04-05Shipment Date:
CAR000057828Generator EPA ID:
016686763JJK20170405_D_1EM Manifest ID:
2018Year:
Federal:
Not reportedTSDF Telephone:
Not reportedTSDF Zip:
Not reportedTSDF City:
Not reportedTSDF Address 2:
Not reportedTSDF Address 1:
RECICLADORA TEMARRY DE MEXICO SA DE CVTSDF Name:
MXC130619001TSDF EPA ID:
Not reportedTransporter 2 Emergency Number:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 126
1374
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Contact: Not reported
Telephone: Not reported
Not reportedZip:
Not reportedCity:
Not reportedAddress 2:
Not reportedAddress:
PARA TECH COATING INCName:
CAR000057828Generator EPA ID:
016700271JJKManifest Number:
2/24/2017Receipt Date:
2/17/2017Shipment Date:
016700271JJK20170217_D_1EM Manifest ID:
2018Year:
331State Code:
NULLQuantity Type:
NULLType of Container:
5Number of Containers:
PQuantity Unit:
255.000000Quantity Waste:
0.12750Quantity Tons:
H020Method Code:
1Line Number:
018408264JJKManifest Number:
2018-04-10Shipment Date:
CAR000057828Generator EPA ID:
018408264JJK20180410_D_1EM Manifest ID:
2018Year:
State:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
5Number of Containers:
PQuantity Unit:
255.000000Quantity Waste:
0.12750Quantity Tons:
H020Method Code:
1Line Number:
018408264JJKManifest Number:
2018-04-10Shipment Date:
CAR000057828Generator EPA ID:
018408264JJK20180410_D_1EM Manifest ID:
2018Year:
Federal:
Not reportedTSDF Telephone:
Not reportedTSDF Zip:
Not reportedTSDF City:
Not reportedTSDF Address 2:
Not reportedTSDF Address 1:
RECICLADORA TEMARRY DE MEXICO SA DE CVTSDF Name:
MXC130619001TSDF EPA ID:
Not reportedTransporter 2 Emergency Number:
CAR000163824Transporter 2 EPA ID:
Not reportedTransporter 1 Emergency Number:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 127
1375
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Zip: Not reported
City: Not reported
Not reportedAddress 2:
Not reportedAddress:
PARA TECH COATING INCName:
CAR000057828Generator EPA ID:
018407758JJKManifest Number:
2/16/2018Receipt Date:
2/13/2018Shipment Date:
018407758JJK20180213_D_1EM Manifest ID:
2018Year:
214State Code:
NULLQuantity Type:
NULLType of Container:
2Number of Containers:
GQuantity Unit:
110.000000Quantity Waste:
0.45870Quantity Tons:
H020Method Code:
1Line Number:
016700271JJKManifest Number:
2017-02-17Shipment Date:
CAR000057828Generator EPA ID:
016700271JJK20170217_D_1EM Manifest ID:
2018Year:
State:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
2Number of Containers:
GQuantity Unit:
110.000000Quantity Waste:
0.45870Quantity Tons:
H020Method Code:
1Line Number:
016700271JJKManifest Number:
2017-02-17Shipment Date:
CAR000057828Generator EPA ID:
016700271JJK20170217_D_1EM Manifest ID:
2018Year:
Federal:
Not reportedTSDF Telephone:
Not reportedTSDF Zip:
Not reportedTSDF City:
Not reportedTSDF Address 2:
Not reportedTSDF Address 1:
RECICLADORA TEMARRY DE MEXICO SA DE CVTSDF Name:
MXC130619001TSDF EPA ID:
Not reportedTransporter 2 Emergency Number:
CAR000194217Transporter 2 EPA ID:
Not reportedTransporter 1 Emergency Number:
CAR000129759Transporter 1 EPA ID:
Not reportedContact Telephone:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 128
1376
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Address 2: Not reported
Address: Not reported
PARA TECH COATING INCName:
CAR000057828Generator EPA ID:
017525416JJKManifest Number:
11/29/2017Receipt Date:
11/9/2017Shipment Date:
017525416JJK20171109_D_1EM Manifest ID:
2018Year:
331State Code:
NULLQuantity Type:
NULLType of Container:
5Number of Containers:
GQuantity Unit:
275.000000Quantity Waste:
0.90750Quantity Tons:
H020Method Code:
1Line Number:
018407758JJKManifest Number:
2018-02-13Shipment Date:
CAR000057828Generator EPA ID:
018407758JJK20180213_D_1EM Manifest ID:
2018Year:
State:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
5Number of Containers:
GQuantity Unit:
275.000000Quantity Waste:
0.90750Quantity Tons:
H020Method Code:
1Line Number:
018407758JJKManifest Number:
2018-02-13Shipment Date:
CAR000057828Generator EPA ID:
018407758JJK20180213_D_1EM Manifest ID:
2018Year:
Federal:
Not reportedTSDF Telephone:
Not reportedTSDF Zip:
Not reportedTSDF City:
Not reportedTSDF Address 2:
Not reportedTSDF Address 1:
RECICLADORA TEMARRY DE MEXICO SA DE CVTSDF Name:
MXC130619001TSDF EPA ID:
Not reportedTransporter 2 Emergency Number:
CAR000194217Transporter 2 EPA ID:
Not reportedTransporter 1 Emergency Number:
CAR000129759Transporter 1 EPA ID:
Not reportedContact Telephone:
Not reportedContact:
Not reportedTelephone:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 129
1377
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Receipt Date: 20171113
Creation Date: 6/13/2018 18:30:34
20171109Shipment Date:
CAR000057828Gen EPA ID:
2017Year:
Additional Info:
331State Code:
NULLQuantity Type:
NULLType of Container:
4Number of Containers:
GQuantity Unit:
220.000000Quantity Waste:
0.72600Quantity Tons:
H020Method Code:
1Line Number:
017525416JJKManifest Number:
2017-11-09Shipment Date:
CAR000057828Generator EPA ID:
017525416JJK20171109_D_1EM Manifest ID:
2018Year:
State:
D001Federal Code:
NULLQuantity Type:
NULLType of Container:
4Number of Containers:
GQuantity Unit:
220.000000Quantity Waste:
0.72600Quantity Tons:
H020Method Code:
1Line Number:
017525416JJKManifest Number:
2017-11-09Shipment Date:
CAR000057828Generator EPA ID:
017525416JJK20171109_D_1EM Manifest ID:
2018Year:
Federal:
Not reportedTSDF Telephone:
Not reportedTSDF Zip:
Not reportedTSDF City:
Not reportedTSDF Address 2:
Not reportedTSDF Address 1:
RECICLADORA TEMARRY DE MEXICO SA DE CVTSDF Name:
MXC130619001TSDF EPA ID:
Not reportedTransporter 2 Emergency Number:
CAR000163824Transporter 2 EPA ID:
Not reportedTransporter 1 Emergency Number:
CAR000129759Transporter 1 EPA ID:
Not reportedContact Telephone:
Not reportedContact:
Not reportedTelephone:
Not reportedZip:
Not reportedCity:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 130
1378
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
TSDF Alt EPA ID: Not reported
Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV
MXC130619001TSDF EPA ID:
TEMARRY RECYCLING INCTrans 2 Name:
CAR000194217Trans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
017524486JJKManifest ID:
20171002Receipt Date:
11/8/2018 18:30:45Creation Date:
20170926Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
220Waste Quantity:
0.726Quantity Tons:
H020 - Solvents RecoveryMeth Code:
D001RCRA Code:
331 - Off-specification, aged, or surplus organicsWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name:
MXC130619001TSDF EPA ID:
TRIMSA USA INCTrans 2 Name:
CAR000163824Trans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
017525416JJKManifest ID:
20171129Receipt Date:
10/30/2018 18:30:15Creation Date:
20171109Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
55Waste Quantity:
0.209Quantity Tons:
Regeneration, Organics Recovery Ect
H039 - Other Recovery Of Reclamation For Reuse Including AcidMeth Code:
Not reportedRCRA Code:
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
DEMENNO/KERDOONTrans Name:
CAT080013352TSDF EPA ID:
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
017525415JJKManifest ID:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 131
1379
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Additional Code 2: Not reported
Additional Code 1: Not reported
GQuantity Unit:
165Waste Quantity:
0.594Quantity Tons:
H020 - Solvents RecoveryMeth Code:
D001RCRA Code:
214 - Unspecified solvent mixtureWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name:
MXC130619001TSDF EPA ID:
TRIMSA USA INCTrans 2 Name:
CAR000163824Trans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
017524359JJKManifest ID:
20170922Receipt Date:
7/24/2018 18:30:51Creation Date:
20170912Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
D001Additional Code 2:
D018Additional Code 1:
PQuantity Unit:
25Waste Quantity:
0.0125Quantity Tons:
H020 - Solvents RecoveryMeth Code:
F003RCRA Code:
343 - Unspecified organic liquid mixtureWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name:
MXC130619001TSDF EPA ID:
TEMARRY RECYCLING INCTrans 2 Name:
CAR000194217Trans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
017524486JJKManifest ID:
20171002Receipt Date:
11/8/2018 18:30:45Creation Date:
20170926Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
PQuantity Unit:
75Waste Quantity:
0.0375Quantity Tons:
H020 - Solvents RecoveryMeth Code:
D001RCRA Code:
331 - Off-specification, aged, or surplus organicsWaste Code Description:
Not reportedTSDF Alt Name:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 132
1380
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Manifest ID: 016687182JJK
Receipt Date: 20170517
Creation Date: 7/21/2018 18:30:10
Shipment Date: 20170512
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 220
Quantity Tons: 0.792
Meth Code: H020 - Solvents Recovery
RCRA Code: D001
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV
TSDF EPA ID: MXC130619001
Trans 2 Name: TRIMSA USA INC
Trans 2 EPA ID: CAR000163824
Trans Name: HAZARDOUS WASTE TRANSPORTATION SERVICES INC Trans EPA ID: CAR000129759
Manifest ID: 017523835JJK
Receipt Date: 20170721
Creation Date: 7/18/2018 18:30:10
Shipment Date: 20170714
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
Waste Quantity: 100
Quantity Tons: 0.38
Regeneration, Organics Recovery Ect
Meth Code: H039 - Other Recovery Of Reclamation For Reuse Including Acid RCRA Code: Not reported
Waste Code Description: 221 - Waste oil and mixed oil
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: DEMENNO/KERDOON
TSDF EPA ID: CAT080013352
Trans 2 Name: Not reported
Trans 2 EPA ID: Not reported
Trans Name: HAZARDOUS WASTE TRANSPORTATION SERVICES INC Trans EPA ID: CAR000129759
Manifest ID: 017524358JJK
Receipt Date: 20170918
Creation Date: 5/30/2018 18:34:06
Shipment Date: 20170912
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 133
1381
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Waste Code Description: 214 - Unspecified solvent mixture TSDF Alt Name: Not reported
Not reportedTSDF Alt EPA ID:
RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name:
MXC130619001TSDF EPA ID:
TEMARRY RECYCLING INCTrans 2 Name:
CAR000194217Trans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
016700271JJKManifest ID:
20170224Receipt Date:
5/10/2018 18:30:36Creation Date:
20170217Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
110Waste Quantity:
0.396Quantity Tons:
H020 - Solvents RecoveryMeth Code:
D001RCRA Code:
214 - Unspecified solvent mixtureWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name:
MXC130619001TSDF EPA ID:
TEMARRY RECYCLING INCTrans 2 Name:
CAR000194217Trans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
016686763JJKManifest ID:
20170419Receipt Date:
5/11/2018 18:34:42Creation Date:
20170405Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
165Waste Quantity:
0.594Quantity Tons:
H020 - Solvents RecoveryMeth Code:
D001RCRA Code:
214 - Unspecified solvent mixtureWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name:
MXC130619001TSDF EPA ID:
TEMARRY-RECYCLING-INCTrans 2 Name:
CAR000194217Trans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 134
1382
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Waste Quantity: 55
Quantity Tons: 0.209
Regeneration, Organics Recovery Ect
H039 - Other Recovery Of Reclamation For Reuse Including AcidMeth Code:
Not reportedRCRA Code:
221 - Waste oil and mixed oilWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
DEMENNO/KERDOONTrans Name:
CAT080013352TSDF EPA ID:
Not reportedTrans 2 Name:
Not reportedTrans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
014854253JJKManifest ID:
20150921Receipt Date:
1/5/2016 22:35:46Creation Date:
20150915Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
300Waste Quantity:
1.08Quantity Tons:
H020 - Solvents RecoveryMeth Code:
D001RCRA Code:
214 - Unspecified solvent mixtureWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name:
MXC130619001TSDF EPA ID:
TRIMSA USA INCTrans 2 Name:
CAR000163824Trans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
014854329JJKManifest ID:
20151007Receipt Date:
5/4/2016 22:15:08Creation Date:
20150929Shipment Date:
CAR000057828Gen EPA ID:
2016Year:
Additional Info:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
110Waste Quantity:
0.396Quantity Tons:
H020 - Solvents RecoveryMeth Code:
D001RCRA Code:
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 135
1383
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
Creation Date: 2/9/2016 22:15:26
Shipment Date: 20150915
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: D001
Quantity Unit: P
Waste Quantity: 40
Quantity Tons: 0.02
Meth Code: H020 - Solvents Recovery
RCRA Code: F005
Waste Code Description: 311 - Pharmaceutical waste
TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV
TSDF EPA ID: MXC130619001
Trans 2 Name: TRIMSA USA INC
Trans 2 EPA ID: CAR000163824
Trans Name: HAZARDOUS WASTE TRANSPORTATION SERVICES INC Trans EPA ID: CAR000129759
Manifest ID: 014854254JJK
Receipt Date: 20150924
Creation Date: 2/9/2016 22:15:26
Shipment Date: 20150915
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: D001
Additional Code 1: F003
Quantity Unit: P
Waste Quantity: 20
Quantity Tons: 0.01
Meth Code: H020 - Solvents Recovery
RCRA Code: F005
Waste Code Description: 331 - Off-specification, aged, or surplus organics TSDF Alt Name: Not reported
TSDF Alt EPA ID: Not reported
Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV
TSDF EPA ID: MXC130619001
Trans 2 Name: TRIMSA USA INC
Trans 2 EPA ID: CAR000163824
Trans Name: HAZARDOUS WASTE TRANSPORTATION SERVICES INC Trans EPA ID: CAR000129759
Manifest ID: 014854254JJK
Receipt Date: 20150924
Creation Date: 2/9/2016 22:15:26
Shipment Date: 20150915
Additional Code 5: Not reported
Additional Code 4: Not reported
Additional Code 3: Not reported
Additional Code 2: Not reported
Additional Code 1: Not reported
Quantity Unit: G
PARA TECH COATING INC (Continued) 1001815610
TC07614512.2r Page 136
1384
Map ID MAP FINDINGS
Direction
Distance EDR ID Number
EPA ID NumberDatabase(s)SiteElevation
TSDF Alt EPA ID: Not reported
Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV
MXC130619001TSDF EPA ID:
TRIMSA USA INCTrans 2 Name:
CAR000163824Trans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
013714494JJKManifest ID:
20150507Receipt Date:
9/22/2015 22:15:43Creation Date:
20150428Shipment Date:
Not reportedAdditional Code 5:
Not reportedAdditional Code 4:
Not reportedAdditional Code 3:
Not reportedAdditional Code 2:
Not reportedAdditional Code 1:
GQuantity Unit:
385Waste Quantity:
1.386Quantity Tons:
H020 - Solvents RecoveryMeth Code:
D001RCRA Code:
214 - Unspecified solvent mixtureWaste Code Description:
Not reportedTSDF Alt Name:
Not reportedTSDF Alt EPA ID:
RECICLADORA TEMARRY DE MEXICO SA DE CVTrans Name:
MXC130619001TSDF EPA ID:
TRIMSA- USA - INCTrans 2 Name:
CAR000163824Trans 2 EPA ID:
HAZARDOUS WASTE TRANSPORTATION SERVICES INCTrans Name:
CAR000129759Trans EPA ID:
014853774JJKManifest ID:
20150722Receipt Date:
2/8/2016 22:17:27Creation Date:
20150714Shipment Date: